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2473 Waxwing Way
OCT 0 4 20V CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION BY• — I - q - Application No: Documented Construction Value: $ 'r5 23q k0S •" Job Address••2473 Waxwing Way, Sanford 32771 (Lot 157) Historic District: Yes [I No El Parcel ID: 17-20-31-502-0000-1570 Residential X Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Phone:407-529-3135 Fax: Title: Permitting Manager Email: mparkison(a parksquarehomes.com Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Fax: 407-529-3001 State License No.: CRC1330351 Arch. / MJS Home Designs Architect/Engineer Information Name: Eng. / Don Bolden Eng. Phone: Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eng./ PO Box 530783, Debary FL 32753 Fax: _ City, St, Zip: Bonding Company: Address: E-mail: Arch. 407-629-6711 Enq. 386-668-7606 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: 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. q Signature of Owner/Agent V-u Date Vishaal Gupta Print Owner's Name Date 0/o I a L / o Signature of Contractor/Agent Date Vishaal G a-- Pnnt Contracto Aeent's N S' //'2 MICHELLE PARKISON Rl `""Al• MICHELLE PARKISON { '' MY COMMISSION # FF 063452fir' ,t MY COMMISSION # FF 083452 EXPIRES: October 30, 2017 EXPIRES: October hruNoln Public ere 30, 2017 •r a Bonded T Notary b c Underwriters Banded Thru NotaryPublic Underwriters 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© Mechanical k] Plumbing© Gas[] Roof Construction Type: \16 Occupancy Use: (Z' 3 Total Sq Ft of Bldg: Z 3 2y Flood Zone: X -6 EE AzrACH,lD Min. Occupancy Load: I Z # of Stories: 2- New Construction: Electric - # of Amps (Sp Plumbing - # of Fixtures t Fire Sprinkler Permit: Yes No Ue' # of Heads APPROVALS: ZONING: 411% g I UTILITIES: COMMENTS: ENGINEERING: Wt: C t 0-0(-Zbl'1 FIRE: Ok to construct single family home with setbacks and impervious area 0 shown on plan. W. 8 to imp. 1-730 SunJowice - A , 1 Fire Alarm Permit: Yes NOR WASTE WATER: BUILDING: 15E 0. r 7- t 7 Revised June 30, 2015 Permit Application h OCT 0 4 2017 CITY OF SANFORD l BUILDING & FIRE PREVENTION t! k Y• ` PERMIT APPLICATION xr s° Application No: 1 " r Documented Construction Value: $ 150,000.00 Job Address: 2473 Waxwing Way, Sanford 32771 ., (Lot 157) Historic District: Yes No Parcel ID: 17-20-31-502-0000-1570 Residential X ' Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of work: Construction' of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone:407-529-3135 Fax: Name Park Square Enterprises LLC Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Email: mparkison0parksquarehomes.com Property Owner Information Phone: 407-529-3000 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. 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: 5th 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. r OWNER'S AFFIDAVIT: I certify that all of the foregoing information is.accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Vishaal Guota o/o Date J" ALk, Signature of Contractor/Agent Date Vishaal Print Contract of L"•" '. MICHELLE PARKISON MICHELLE PARKISON MY COMMISSION # FF 063452 MY COMMISSION # FF 063452 N EXPIRES: October 30, 201741EXPIRES: October 30, 2017 :'" ,`, Bondod Thru Nolary Public Un loredorwrl Bondod Thru Nola Public Underwrllore 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 Mechanical Plumbing Construction Type: Occupancy Use: Total, Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No UTILITIES: X /d- WASTEWATER: 1a BUILDING: 4 Revised: June 30, 2015 Permit Application City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Michelle Parkison Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-529-3135 Fax: Email: mparkison@parksquarehomes.com Property Address: 2473 waxwing way Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-1570 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) I OFFICIAL USE ONLY 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: W floodplain floodway The structure is in the: floodplain floodway The structure is'not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood'elevation is: BP# 17-2932 Reviewed by: Michael Cash, CFM Date: October 9, 2017 11 1 1, 1 Application for Paved Driveway, Sidewalk or 140 Walkway Including Right -of -Way Use & 0L ,4,D9 inin Right -of -Way www.sanfordn.gov Department of Planning 8r Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or • sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does -not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know whtltibelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Callberoreyoudty. Project Location/Address: 2. Proposed Activity. X Driveway Walkway U 0 Other 3 Schedule of Work: Start Date Completion Date 4 Brief Description of Work- Construction of new driveway for new single family residence ElEmergency Repairs This application is submitted by: Property Owner: Signature: 4j" X", Print Name: Vishaal Gupta Address: 5200 Vineland Rd S It 0 rlando, FL 32811 Phone: (407) 529-3135 Fax. v Email mparkison@parksquarehomes com Date O Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the 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, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. 1 have re and understand the ab ve statement and by signing this application I agree to its terms. Signature:" Alk t Date. TkVperklifit 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: Application No: _ Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Date: Official Use Only Fee. Date: Date - Date: Date. 10 - - Z6i 7 Date November 2015 ROW Use Driveway pdf LIMITED POWER OF ATTORNEY Altamonte Springs, CassIelber , Lake Mary, Longwood, Sanford, rY rY ' Seminole County, Winter Springs I Date: d 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): 6I The specific permit and ap lication for work located at: 1 473 W'q (/(J I Expiration Date for This Limited License Holder Name: I State License Number: Signature of License H STATE OF FLORIDA COUNTY OF Orange Street Address) of Attorney: 12/31 /17 Vishaal Gupta CRC1330351 The foregoing instrument was acknowledged before me this , 0- day o k 20, by Vishaal Gupta who 'o 1s g(personally known to me or who has produced as r identification and who did ( di4iature- ke otary Seal) t;••; MICHELLE PARKISON MY COMMISSION 4 FF 063452 EXPIRES: October 30, 2017 Bondod Thru Notary Public Undorwrllors Rev. 08.12) Print or type name Notary Public - State of K,-\orvdc>. Commission No. arc cXn3y!j Q My Commission Expires: lc> ap 11 Page 1 of 1 THIS INSTRUMENT PREPARED BY AND UPON RECORDING, PLEASE RETURN TO: R. Travis Reuz Esq. GODBOLD, DOWNING, BILL & RENTZ, PA 222 W. Comstock Avenue, Suite 101 Winter Park, FL 32789 i Iillil IIIII IIIII Illif Illll IIIII IIII Ilil GRANT MLOY, SE!INOLE CO'LNTI Ci_ERK OF CIRCUIT GOUkT t, COMPTROLLER ei: 396 F' 144- 147 i 4F'3s, CLERK'S : 2017070.301 REGORGED 0•Q/03.'201' iiy;4ii:53 AM DEED DOG TAX $25r116.00 REC'OREING FEES $35.`.•0 r:ECORDED c'•Y hde•rore jSPACE ABOVE THIS LINE FOR RECORDING DAT SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED is made and entered into as of the 2nd day of August, 2017, by and between BRISSON INVESTMENTS, LLC, a Florida limited liability company, whose post office address is 27 North Summerlin Avenue, Orlando, FL 32801 Grantor"), to PARK SQUARE ENTERPRISES, LLC, a Delaware limited liability company, whose address is 5200 Vineland Road, Suite 100, Orlando, FL 32811 ("Grantee"). Wherever used herein, the terms "Grantor" and "Grantee" shall be deemed to include all the parties to this Special Warranty Deed and the heirs, legal representatives and assigns of individuals and the successors and assigns of corporations. The singular shall be deemed to include the plural, and vice versa, where the context so permits. WITNESSETH: THAT, for and in consideration of the sum of Ten and No/100 Dollars ($10.00) and other good and valuable considerations, the receipt and sufficiency of which is acknowledged by Grantor, Grantor hereby grants, bargains, sells, conveys and confirms unto Grantee all that certain real property together with the improvements thereon (hereinafter collectively referred to as the "Real Property") in Seminole County, Florida, more particularly described as follows: See Exhibit "A" attached hereto and incorporated herein by this reference. TOGETHER WITH all the tenements, hereditaments and appurtenances thereto belonging or in any way appertaining. TO HAVE AND TO HOLD the same unto Grantee in fee simple, forever. AND Grantor hereby fully warrants the title to the Real Property and will defend the same against the lawful claims of all persons claiming by, through or under the Grantor, but not otherwise; the foregoing subject to, real estate taxes or assessments for 2017 and the matters set forth on Exhibit "B" attached hereto and incorporated herein by this reference, all of which, by reference hereto, shall -not serve to reimpose same. Book8965/Page144 CFN#20.17078301 Page 1 of 4 http://officialrecordsbv.seminoleclerk.org/BrowserView/ 8/24/2017 Page 1 of 1 IN WITNESS WHEREOF, Grantor has caused this Special Warranty Deed to be executed as of the day and year first above written. Signed, Sealed and Delivered in the Presence of: U Print Name:Sa.le eS c- ') Pa ee Print Name: R. Travis Rentz STATE OF FLORIDA COUNTY OF ORANGE GRANTOR: BRISSON INVESTMENTS LLC, a Florida limited liability company By: n, Ag/ Ro'Pert tkiss AuthoilRepresentative The foregoing instrument was acknowledged before me this 2 7 — day of July, 2017, by Robert Zlatkiss, as Authorized Representative of Brisson Investments LLC, a Florida limited liability company, on behalf of said entity. He is personally known to me or hss—pwduce& RONIKDTRAVl4 4 i W OOMMV." / FF YNbs x OPAMYytb,4000 Wd Thu NMY PLtk UndrreMM Notary Public, tate of on Seal) Book8965/Page145 CFN#2017078301 Page 2 of 4 http://officialrecordsbv.seminoleclerk.org/BrowserView/ 8/24/2017 Page 1 of 1 Exhibit "A" Legal Description Lots 3, 4, 5, 8, 9, 13, 14, 15, 46, 47, 50, 51, 55, 56, 57, 58, 93, 94, 95, 99, 100, 104, 105, 106, 107, 108, 112, 113, 114, 115, 139, 140, 141, 142, 143, 144, 149, 150, 155, 156, 157, 162, 163, 164, 179, 180, 210, 211, 212, 216, 217, 218, 219, 220, 221, 224, 225, 229, 230, 231, 237 and 238, Wyndham Preserve, according to the Plat thereof as recorded in Plat Book 81, Pages 93 through 102, inclusive, Public Records of Seminole County, Florida. Book8965/Pagel46 CFN#2017078301 Page 3 of 4 http://officialrecordsbv.seminoleclerk.org/BrowserView/ 8/24/2017 Page 1 of 1 Exhibit `B" Permitted Exceptions 1. Annexation Ordinance recorded October 13, 2005 in Book 5950, Page 1143. 2. City of Sanford Development Order No. 12-20 recorded August 16, 2012 in Book 7835, Page 76; re -recorded October 5, 2012 in Book 7870, Page 613; and corrected and recorded September 11, 2014 in Book 8330, Page 60. 3. Cooperation Agreement between Serengeti Properties, LLC, a Florida limited liability company and Brisson Investments LLC, a Florida limited liability company, recorded October 31, 2012 in Book 7889, Page 598 and Amendment to Cooperation Agreement recorded October 26, 2016 in Official Records Book 8793, Page 289. 4. Provisions of Wyndham Preserve, recorded in Plat Book 81, Pages 93 through 102, inclusive. 5. Declaration and Dedication of Avigation Easement and Related Covenant and Agreements recorded May 17, 2017 in Book 8916, Page 1019. 6. Declaration of Covenants, Conditions, Easements and Restrictions for Wyndham Preserve recorded July 5, 2017 in Book 8947, Page 158. 7. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 634 (as to Lot 112). 8. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 635 (as to Lot 113). 9. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 636 (as to Lot 114). 10. Zoning, ordinances and/or restrictions and prohibitions imposed by governmental Authorities. Book8965/Pagel47 CFN#2017078301 Page 4 of 4 http://officialrecordsbv.seminoleclerk.org/BrowserView/ 8/24/2017 REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED 2 y - 3 ,q ,J L J/-/ Permit # 1— Address: l BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final TRUMBING.7E Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final ' MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 157 Sundance A RHG - N Builder Name: One Stop Cooling and Heating lain , L Street: 2473 Waxwing Way City, State, Zip: Sanford FL Permit Office: City of Syford Permit Number: # 1 S SqNFSROOwner: Park Square Homes Jurisdiction: 691500 p Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 4ad N 1. New construction or existing New (From Plans) 9. Wall Types (2335.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1197.00 ftz b. Concrete Block - Int Insul, Exterior R=4.1 886.67 ftz 3. Number of units, if multiple family 1 l c. Frame - Wood, Adjacent R=11.0 252.00 ftz 4. Number of Bedrooms 4 d. N/A R= ftz 10. Ceiling Types (1054.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1054.00 ftz 6. Conditioned floor area above grade (ftz) 1730 b. N/A R= ftz Conditioned floor area below grade (ftz) 0 c. N/A R= ftz 11. Ducts R ftz 7. Windows(181.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 346 a. U-Factor: Dbl, U=0.55 105.00 ftz SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ftz 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 34.8 SEER:16.00 c. U-Factor: Dbl, U=0.54 12.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftz a. Electric Heat Pump 33.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.475 ft. Area Weighted Average SHGC: 0.233 14. Hot water systems a. Electric Cap: 50 gallonsEF: 8. Floor Types (1730.0 sqft.) Insulation Area 0. 900 a. Slab -On -Grade Edge Insulation R=0.0 756.00 ftz b. Conservation features b Floor Over Other Space R=0.0 676.00 ftz None c. other (see details) R= 298.00 ftz 15. Credits Pstat Glass/ Floor Area: 0.105 Total Proposed Modified Loads: 56.34 PASS TotalBaselineLoads: 57.76 I hereby certify that the plans and specifications covered by Review of the plans and HE Spay this calculation are in compliance with the Florida Energy specifications covered by this y _ FOB Code. 4 Digitally signed by Michael Michael Conway'ConWay calculation indicates compliance with the Florida Energy Code. rnr, -: O Date. 2017.09.29 10:07:14-04'00' PREPARED BY: /j Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this b ding, designed, l in co liance Florida Statutes. COD withtheFloridaEnergyode. WE OWNER/ AGENT: BUILDING OFFICIAL: DATE: DATE: //-/7- -7Compliance requires t tcation by a air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 9/ 29/2017 10:02 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot 157 Sundance A RHG - N Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 1730 Lot # 157 Owner: Park Square Homes Total Stories: 2 Block/SubDivision: WYNDHAM PRESERV of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: 2473 Waxwing Way Permit Office: City of Sanford •' r 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 IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1730 15796.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 756 7030.8 Yes 0 1 Yes Yes Yes 2 2nd Floor 974 8766 No 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter'Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 110 ft2 11 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- ---- 188 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1 st Floor 95 ft 0 756 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 676 ft2 0 0.29 0 0.71 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1179 ft2 0 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1054 ft2 N N 9/29/2017 10:02 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1054 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 N Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 2 N Exterior Concrete Block - Int Insul 1 st Floor 4.1 9 6 9 4 88.7 ft2 0 0 0.8 0 3 W Exterior Frame - Wood 2nd Floor 11 36 6 9 0 328.5 ft2 0 0.25 0.8 0 4 W Exterior Concrete Block - Int Insul 1 st Floor 4.1 24 6 9 4 228.7 ft2 0 0 0.8 0 5 S Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 7 E Exterior Frame - Wood 2nd Floor 11 36 6 9 0 328.5 ft2 0 0.25 0.8 0 8 E Exterior Concrete Block - Int Insul 1 st Floor 4.1 31 0 9 4 289.3 ft2 0 0 0.8 0 9 Garage Frame - Wood 1st Floor 11 27 0 9 4 252.0 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated 1st Floor None 39 3 8 24 ft2 2 Wood 1st Floor None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 n 1 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 W 3 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 1 ft 0 in Drapesiblinds None 3 W 3 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 s 5 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 s 6 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 12 ft 0 in Drapes/blinds None 6 S 6 Metal Low-E Double Yes 0.58 0.25 64.0 ft2 8 ft 0 in 1 ft 0 in None None 7 E 7 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 E 8 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 1 ft 0 in 12 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 439 ft2 439 ft2 64 ft 9.3 ft 1 9/29/2017 10:02 AM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000406 1843 101.18 190.28 .365 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 33 kBtu/hr 1 Sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 34.8 kBtu/hr 1044 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 DUCTS Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 346 ftz Attic 86.5 ftz Prop. Leak Free 2nd Floor --- cfm 51.9 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y CoolingJan Feb Mar HeatinHJan Feb Mar Ventin Jan Feb X Mar Ceiling Fans: A r Ma Jun Jul Auge Apr l May l Jun l Jul l Aug l Sep f A r I Ma l Jun [ Jul [ Au l Se l Oct Nov Oct Nov Oct X Nov Dec Dec HDec9/29/ 2017 10:02 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 F:r)PKA Rdr1r,_7r11d Thermostat Schedule: Schedule Type HERS 2006 Reference 1, 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/29/2017 10:02 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 2473 Waxwing Way Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 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. R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 9/29/2017 10:02 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (130C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140OF (38°C to 600C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. A 9/29/2017 10:02 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. r Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 9/29/2017 10:02 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 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 (ft2) 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: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) 2473 Waxwing Way, Sanford, FL, New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 4 d. N/A 10. Ceiling TypesNoa. Under Attic (Vented) 1730 b. N/A Area c. N/A 105.00 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor 64.00 ft2 12. Cooling systems 12.00 ft2 a. Central Unit ft2 3.475 ft. 0.233 Insulation Area R=0.0 756.00 ft2 R=0.0 676.00 ft2 R= 298.00 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 inspec 'on. Otherwise, a new EPL Display Card will be completed based on installed Code co plian eatures. Builder Signature: Address of New Home: 7 City/FL Zip: Insulation Area R=11.0 1197.00 ft2 R=4.1 886.67 ft2 R=11.0 252.00 ft2 R= ft2 Insulation Area R=30.0 1054.00 ft2 R= ft2 R= ft2 R ft2 6 346 kBtu/hr Efficiency 34.8 SEER:16.00 kBtu/hr Efficiency 33.0 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/29/2017 10:02 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft" Project Summary Entire House One Stop Cooling and Heating 7225 Sardscove Court, W uter Park FL 32792 Phone (407) 629 - 6920 Fax. (407) 629 - 9307 Web wwwOneStopCoohrg com Licerse CAC032444 For: Park S uare Homes 2473 axwing Way, Sanford, FL Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 68 OF Design TD 26 OF Heating Summary Structure 17390 Btuh Ducts 2364 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 19753 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area ft 2 4 1794 Volume (ft3) 16368 16368 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 136 71 Heating Equipment Summary Make Trane Trade TRANE Model 4TWR6036H1. AHRI ref 7562981 Job: Lot 157 Sundance A RHG -... Date: 09/29/2017 By: LF/RUNIC Summer Design Conditions Outside db 92 OF Inside db 74 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 grAb Sensible Cooling Equipment Load Sizing Structure 16577 Btuh Ducts 6838 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Equipment sensible load 22806 Btuh Latent Cooling Equipment Load Sizing Structure 2342 Btuh Ducts 1381 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3723 Btuh Equipment Total Load (Sen+Lat) 26529 Btuh Req. total capacity at 0.75 SHR 2.5 ton Cooling Equipment Summary Make Trane Trade TRANE Cond 4TWR60361-11 Coil TEM6AOC36H31++TDR AHRI ref 7562981 Efficiency 9 HSPF Efficiency 13.0 EER, 16 SEER Heating Input Sensible cooling 26100 Btuh Heating output 33000 Btuh @ 470F Latent cooling 8700 Btuh Temperature rise 0 OF Total cooling 34800 Btuh Actual airflow 0 cfm Actual airflow 1160 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 29 OF BolMtalic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. W rl lhltSoft` 9 Right-SuteOUnversal2017 17.028 RSU18908 2017-Sep-29 09 58 33 Page 1ACC% ...rdarce A RHG - MLot 157 Sindanoe A RHG - N.nQ Calc = MJ8 Frort Door faces N wrightsoft• Right-M Worksheet Entire House One Stop Cooling and Heating 7225 Sardseove Court, W irter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: www.OneStopCoolcng com License CAC032444 Job: Lot 157 Sundance ARHG - N Date: 09/29/2017 By: LF/RI/MC 1 2 3 4 5 Room name Eposed well Room height Room dimensions Room area Entire House 227.5 ft 9.1 ft d 1793.8 fF FOY 5.0 ft 93 it heaU000l 55 x 16.5 ft 90.8 fP Ty Construction number U-value BtuhRR°9 Or HTM Btj"2) Area OF) or perimeter (ft) Load Btuh) Area OF) or penmeter (ft) Load BbWh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 V l G 12&Osw- 4A5-2om 4B5-2(m 13A-4ocs 1215-09N " 4A5-Bxn 13A-4ocs 11 DO 12B-Os6v 4B5-2fm, 13A-4ocs 4B5-2fm 12B-Qsw AA5-2om 13A-4ocs 4A5-2om 4A5-2omd r12C-Osw 11DO 1613-30ad 19A-Obscp 19C-19cscp 22A-ipm_ _ _ . - _ 0.097 0.550 0540 0143 0.097 0-950 0143 0.390 0.097- 0.540 0.143 0.540 0.097 0.550.-w_ 0.143 0.550 0.580 0.091 0390 0.032 0295 0.049 1.180 n n n- n _ e e _ a a s - s _ s s W w w w n_ T' "253 1425 14.09, 3.73 r` 253 14.35 3.73 10.18 253 14D9 3.73 14.09 253 1435 3.73 1435 15.14 238 10.18 084 2.89 0.44 3080 2.82 13.41 1367 2.90 2.82 27.44 2.90 1227 2.82 13.67 2.90 14.94 2.82 27.44 2.90 27.44 21.44 151 1227 1.76 2.04 0.31 0.00 T 329 15 4 310 0 O 784 215 56 850 608 431 223 244 822 56 _ 56 1061 56 608 431 690 431 969 T- 557 217 873 84 2910 872 201 55 0 0 0 0 0 0 0 0 0 0 0C W _ 228 270 30 84 24 329 4 228 240 0 660 676 823 0 0 0 0 0 0-0-0 0 0 0 0 0 t-D_ 60 24 325 4 284 0 240 0 173 294 914 55 823 60 676 823 536 823 1372 353 262 183E 220 59 0 47 24 684 24 244 65 294 yJ 0 0 0 0 0 0 Vj! C 288 4 270 30 279 30 64 r' 256 21 1046 r-` -. 108 189 748 0 0 0 0 0-0 0 0 0 0 0 0 0 0 0 0 0 185 0 45 234 21 1046 108..E-_312 189 95 0 0 0 0 33 0 0 0 0 0 33 0 0 0 0 77 0 0 0 0 49 0 P" D C F; F F 0 0 0 0 0 0 91 0' 0 0 00 1545 0 t 6 c) AED excursion 1377 18 Envelopsloss/gain 13488 13947 560 390 12 a) Infiltrabon b) Room venblabon 3901 0 1430 0 87 0 32 0 13 Internal gains: Occupants 230 Appliances/other 0 0 1200 0 0 0 Subtotal (lines 6 to 13) 17390 16577 647 422 14 15 Less extemal load Lesstransferc Redismbubon Subtotal Duct loads 14 % 41%1 0 0 0 17390 2364 0 0 0 16577 683E 14 % 47% 0 0 647 0 0 0 0 422 0 0 Total room load Air required (dm) 19753 0 23415 1160 0 0 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. AC '. Aarightsoft' Rigrt- Sute®Unversal 2017 17.028 RSU18908 2017- Sep-29 OP wage1 ndarc e A RHG - NLot 157 Surdarce A RHG - N rcp Calc = MJB FrortDoor faces N wrightsoft• Right-JO Worksheet Job: L.ot 157 Sundance ARHG - N Entire House Date: 09/29/2017 One Stop Cooling and Heating ByLF/RI/MC 7225 Sardscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCoolrng.com License CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area GATH 37. 0 it 9. 3 ft heat/000l 1. 0 x 231.3 it 231. 3 f 2 STR1 22. 5 It 93 ft heat/000l 4. 0 x 185 it 74. 0 f!z Ty Construction number U- value Bhuh4t-- g Or HTM BtuhA?) Area ( f2) or perimeter (ft) Load Btuh) Area M) or perimeter (R) Load Bfuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1 1 1213- 09N 4A5- 2om 4B5 2fm 13A- 4ocs 4A5 2xn 13A- flocs 11 DO 12B- 0stiv 485- 21m- - 13A- 4ocs 4135- 2fm 12B- O%N AA5- 2om 13A- 4ocs 4A5- 2om 4A5- 2omd 12C- 09N 11DO 16B- 30ad 19A- Obscp,r„_,,,,,,. 19C- 19cscr) 22A- tpm 0. 097 0. 550 0. 540 0. 143 0. 097 0- 950 0. 143 0. 390 0. 0970.097OS40 0143 0 540 0. 097 0. 550 0. 143 0. 550 0. 580 0. 091 n n n n We e_ a a s sue. s s W w- w w w n., 253 14. 35 14. 09 3. 73 253 14. 35 3. 73 1018 253 14. 09 3. 73 14. 09 253 1435 3. 73 1425 1514 238 10. 18 084 2. 89 0. 44 30. 80 2. 82 13. 41 13. 67 2. 90 282 27. 44 2. 90 1227 282 13. 67 290 1494 2. 82 27. 44 2. 90 27. 44 2144 151 1227 1 76 204 0. 31 0. 00 0- 0 0 0 0 0 0 0 0 0 0 0- 0-0 0 0 0 0 0 0 0 0 W y12B- Osw 74 0 0 p 74 0 0 0 0 278 0 0 215 0 0 0 0 0 0 0 0 0 0 0 0 0 37 0_-`-" 0 0 1 t_ D 0 0 0 0 0 0 37 0 139 0 0 O 108 0 y! 0-0 0 O 116 0 0 O 0 0 0 0 O 0t__._G0487 60 0 NJ t- G116 0 0 0 434 0 0 337 0 172 4 70 0 168 056 627 0 j6 0 0 123 0 0 0 0 0 0 357 823 0 0 153 30 0 461 431 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 j 0 0 0 0 0 0-0-0 0 0 0 0 0 C F - 0. 390 0. 032 0295 0. 049 1. 18-00 0 0 0 0 0 0 0 0 0 0 0 0 i 0 0 231 0 0 11. 40 0 0 0 0 74 0- 0 0 23 0 693 F F~ 0 37 Z- 00 O 0 6 c) AED excursion 263 25 Envelope losstgain 2742 1996 1515 629 12 a) Infiltration b) Room ventilation 647 0 237 0 393 0 144 0 13 Internal gairm Occupants@ 230 Appliancesbiher 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 3389 2233 1909 773 14 Less extemal load Less transfer Redistribution Subtotal Ductloads 1 149/. 1 47%61 0 0 2096 5485 772 0 0 895 3128 1468 140/6 479/6 0 0 1909 0 0 0 0 773 0 0 r Total room load Ar required (dm) 6257 0 45% 228 0 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft- Right- Sute®Unversal201717028RSU18908 2017- Sep-2909:58833 rdarce ARHG - NuLot 157 Sur -dance ARHG - N rup Calc = fvU8 Front Door faces. N Page 2 wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, W irter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web. wmvOneStopCoolirg corn Lioerse CAC032444 Job: Lot 157 Sundance ARHG - N Date: 09/29/2017 By. LF/RI/MC 1 2 3 4 5 Room name Exposed wail Room height Room dimensons Room area Krr 0 ft 93 ft heat/000l 1.0 x 183.4 It 183.4 T DIN 26.5 tt 93 It heatbool 1 D x 1426 It 142.6 W Ty Construction number U-value Bluh/ t--9 Or HTM Btuh/W) Area OF) or perimeter (11) Load Btuh) Area 08) or penmeter (ft) Load Btuh) Heat Cool Gross N/PS Heat Cool Gross N/P/S Heat Cool 6 1 1 y/ 12B Qsw 4A5 tom 4B5:2frn 13A-4ocs 12B-Os6v 4A5-2om 13A-4ocs 11 DO 12B-09N 4135-211n 13A-4acs 4135-2fm 4A5-2cxn 13A-4ocs 4A5-2om 4A5-2omd 12C-Osw 111D0 16B-30ad 19A-Obscp 19C-19cscp 22A-tpm 0 097 OS50 0.5p0 0.143 0.097 0550 0.143 0.390 0.097 O-W 0.143 0.540 0.097 0.550 0.143 0.550 0.580 0.091 0" 0.032 0295 0.049 1.180 n n ten n_ a e. a a s- s. s s W w...._._1435 w w w 2.53 1435 14.09 3.73 253 1435 3.73 10.18 253 1,4.09 3.73 14.09 253 3.73 1435 1514 238 10.18 OB4 289 0.44 3080 2.82 13.41 13_67 2.90 2.82 27.44 2.90 1227 282 13.67 2.90 14.94 2-82 27.44 2.90 27.44 21.44 151 1227 1.76 204 031 0.00 0 0 0 b 0 0 0 0 0 o 0 0 0 0 0 121 0- 0 0 0 0 0 0 0 0 0Imo_ rG W 0 0 0 0 0 0 121 0 0 451 0 0 350 0 0 0 0 0 0 0 0 0 0 G Vj1 L--D 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 y/ 0 0 0 0 0-0-0 0 0 0 0-0 0 0 0 0 0 00 0 0 0 0 178 0 1372 0 0 0 0 q! t---G 0 0 0 0 0 0 0 0 0 0 0 0 lz12B-09w o 0 0 0 0 0 0 0 169 21 0 0-0-0-0 0 0 0 0 0 0 191 21 0 0 0 0 0 402 217 0 0 0 0 0 255 262 0 126 0 64 62 0 45 230 0 969 0 0 R N n.. 0-0 0 0D C F_ 0 0 0 0 0 w,183 0 0 0 0 0 0 0 0--0-0 0 v 143 0 27 0 816 F F = 0 0000 6 c) AED excursion 70 1066 Ernelope lossrgain 619 446 2466 2967 12 a) Infiltration b) Room ventilation 0 0 0 0 463 0 170 0 13 Internal gains: Occupants @ 230 Applianoes/other 0 0 1200 0 1 0 0 Subtotal (lines 6 to 13) 619 1646 2929 3136 14 15 Less extemalload Lesstransfer- Redistribution Subtotal Dud loads 1 141/6 47%61 0 0 460 1079 152 0 0 300 1946 914 14%1 47°/, 0 0 0 2929 412 0 0 0 3136 1472 Total room load Air required (dm) 1231 0 2860 142 3341 0 46N 228 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. A wrigt>ftsoft` 2017-Sep-2909 5833 Rigtl-Sule®Unversal201717028RSU18908 Page rdance A RHG - NLoI 157 Surdarce A RHG - N rnp Calc = M18 Frort Door faces N wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Coirt, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCoolug com License CAC032444 Job: Lot 157 Sundance ARHG - N Date: 09/29/2017 By: LF/RI/MC 1 2 3 4 5 Room name Exposed wall RoomheigM Room dimensions Room area POW 35 1t 93 it heaUoDol 75 x 35 ft 263 fF NEED 27.0 1t 90 it heat/cool 145 x 12.5 it 1813 fF Ty Construction number U-value Btuh i +i Or HTM BluW Area OF) or perimeter (11) Load Btuh) Area OF) or perimeter (11) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 4)/ 126-0 4A5-2om 4B5;21rn 13A-4ocs 12B-0svv 4A5 tom - 13A-4ocs 11 DO 12B-Osw 4B5 2hn 13A-4ocs 4B5-2fm 126-Osvv AA5-2om 13A-4ocs 4A5-2om 4A5-2omd 12C-Osw 11 DO— 16B-30ad 19A-Obsq 19C-19csm 22A-tpm - 0.097 0.550 0.540 0.143 0.097 0S50 0.143 0.390 0 097 0.540 0.143 0.540 0.097 0.550 0.143 0.550 0.580 0.091 0390 n - n n n e - tee_ e a s s- s s w ' w, w w wm - n - 253 1435 14.09 373 253 1435 373 1018 253 14. 09 3. 73 1409 253 1435 3. 73 14. 35 15. 14 238 10. 18 0. 84 2. 89 0. 44 30. 80 2. 82 13. 41 13. 67 2 90 2. 82 27. 44 2. 90 1227 2 82 13. 67 2. 90 1494 2, 82 27A4 2. 90 2744 2144 151 1227 1. 76 2. 04 031 0. 00 0 0 0 0 0 - - 00 U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W0 33 0 0 0 33 0 0 121 0 0 94 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 113 0 0- 0-0 0 0 113 0 0 0 285 0 0 0 317 11qp/l0 i` ` 0 0 0 0 GV}/ G 0 0 0 R - 0 0 0 0 0 0 0 0 0 131 30 0 0 0 0 0 101 0 0 254 431 0 0 0 0 0 0 0 0 283 823 0 0 0 o 0 j G 0 0 0 0 0 0 O 0 0 0 33 0 0 0 0 0 33 0 0 0 77 0 0 0 49 0 0 0 0 D 0 0 181 0 0 0 0 C FF 0. 032 0295 0 0 0 0 0 0 0 0 - 181 0 0 151 0 319 0 00 26 0 0 0 0 FF 0. 049 1. 180 0 108 0 0 0 0 0 40000Ts,.. 6 c) AED excursion 7 265 Envelope lossigain 307 136 1121 2007 12 a) Infiltraton b) Room ventlation 61 0 22 0 457 0 167 0 13 Internal gains. Occupants@ 230 Applianoes/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 368 159 1578 2175 14 15 Less external load Less transfer Redistribution Subtotal Dud loads 14 % 47 % 0 0 0 368 52 0 0 0 159 75 13% 35 % 0 0 273 1851 240 0 0 249 2423 859 Total room load Air required (dm) 420 0 233 1 2091 0 3282 163 Calculations approved byACCAto meet all requirements of Manual J 8tfi Ed. wrightsoft- Right- SuteOUniversal 201717028RSU18908 2017-Sep- 29 0958 33 A . Page 4 rdarce A RHG - MLot 157 Scnro dae ARHG - N rLp Calc = tvUB FrorY Door faces N wrightsoft• Right-M Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Wuter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web. wwwOneStopCooling com License CAC032444 Job: Lot 157 Sunclance A RHG - N Date: 09/29/2017 By. LF/RI/MC 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area MWIC 8.5 It 9.0 It heatbool 1.0 x 54.8 ft 54.8 fF MTOI 11.0 1t 9.0 It heat/cool 7.0 x 4.0 ft 28.0 ft¢ Ty Construction number U-value Btuh4l2--q Or HTM BUMM Area (tF) or perimeter (fl) Load Btuh) Area (f 2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 12B-0sv 4A5-2om 4Brr,2fm _ _ _ _ 13A-4ocs 12&Osw 4AA5 tom 13A-4ocs 11 DO 12B-09N --- 4135-2fm 13A-4ocs 4135.2(m 1Os 213N 4A5- 2om 13A- 4ocs 4A5- 2om 4A5- 2omd 12C- 09N 11D0 1613- 30ad 19A- 0bsqp 19C- 19c=l 22A- tpm 0. 097 0. 550 0. 540 0. 143 0. 097 0550 0143 0. 390 0. 097 0. 540 0143 0. 540 0. 097 0. 550 0. 143 0. 550 0. 580 0. 091 0. 390_n. 0. 032 0295 n' n rj_ n e- e _ a a 2. 53 1435 14. 09 3. 73 253 14. 35 3. 73 10. 18 253 14D9 3. 73 1. 4.09 253 1435 3. 73 1435 15. 14 238 10. 18 0, 84 229 0. 44 30. 80 2. 82 13. 41 13. 67 2. 96 r- 2.82 27. 44 2. 90 1227 2. 82 13. 67 2. 90 14. 94 282 27. 44 2. 90 27. 44 21. 44 151 1227 1. 76 204 0. 31 0. 00 0 0 0 0 0 0 0 0 0 0 0 36 0 0 36 0 0 91 0 0 101 0 0 G G W 0- 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t- D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yyJJ s s. s s w w_ w w w 0'-'-' 0 0 0 0 0-0 0 0 0 Gt- G 0 0 0 77 0 0 0 0 77 0 0 0 0 194 0 0 0 216 0 0 0 0 0 0 0 63 0 0 0 63 0 0 0 159 0 0 0 178 0 LjG0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j 0 0 0 0 0 46 121 0 0 0 0 0 28 28 0 0 0 0 0 0 0 DC F = 55 T` 42 0 55 42 0 96 85 0 28 28 23 81 0 49 57 0 FF 0. 049 1. 18-0 0 0 0 0 0 0 0 0 0 0 6 c) AED excursion 18 19 Emelope loss/gain 360 379 355 367 12 a) Infiltration b) Room ventilation 144 0 53 0 186 0 68 0 13 Internal gains: Occupants@ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6ID 13) 504 431 541 435 14 15 Less external load Less transfer Redistnbubon Subtotal Dud loads 1 13°/ 35%1 0 0 0 504 65 0 0 0 431 153_ 130/6 359/6 0 0 0 541 70 0 0 0 435 154 Total room load Air required (dm) I I 569 10584 29 611 0 589 29 Calculations approved byACCAto meet all requirements of Manual J M Ed. wrightsoft` 2017-Sep-290958.33 Right- Sute®Unversal 201717 028 RSU18908 Page 5 rdarce A RHG - NLot 157 Surdance A RHG - N np Calc = KW Frort Door taces N wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Court, Wirter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCoolirg oom Licerse CAC032444 Job: Lot 157 Sundance A RHG - N Date: 09/29/2017 By. LF/RI/MC 1 2 3 4 5 Room name E)posed wall Room height Room dimensions Room area MBTH 6.0 ft 9.0 It heaVoDol 1.0 x 935 ft 935 W BEN 135 ft 9.0 ft heat/000l 1.0 x 128.9 ft 128.9 fF Ty Consirtxhon number U-value BWht-°F) Or HTM Btuh Area OF) or perimeter (ft) Load Btih) Area 0119 or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 11 12&Osw v 4A5-2om 4 2ft 13A-4ocs 12B-Osw `" 4A5-2Dm- 13A-4ocs0 11 DO 12B- 09N 4B5- 2fm 13A- 4ocs 4B5- 2fm 12& Osw 4A5-tom - - - 13A-4ocs 4A5-2om 4A5-2omd 12C-OsN 11DO- 16B- 30ad 19A- -Obscp-- 19C-19cscn 22A-tpm , 0.097 UMn i0. 540 0.143 0 097 0550 0143 0 . 390 0.097 0540 0. 143 0 540 0 097 0.550 0143 0. 550 0 580 0.091 0390 n ten_ n e' e_ a e_ s s_ s s_ w w......-, 1435 w w w n_ 253 14. 35 14.09 3.73 253 14. 35 3.73 10.18 253 14. 09 3.73 14.09 253 3. 73 1435 1514 2. 38 10.18 0.84 w 2B9 0.44 30.80 2.82 13.41 13.67 2.90 2.82 27.44 2.90 1227 2. 82 13.67 2.90 14.94 2.82 27.44 2.90 27.44 21.44 1.51 1227 1. 76 2.04 0.31 0.00 54 0 4 50 0 127 0 56 0 0 141 0 55 0 0 122 15 O 107 0 0 S" -` 270 215 0 300 201 Q Q 0G G W 0 0 O 0 0 0 0 0 0 0 0 0 y! t- D 0 0 RHO 0 0 0 0 0 0 0 0 0 0 0 0- 0- 0 0 0 0 0 0 0 yV J 0 0 0- 0- 0-0 0 0 0 0 0 0 0 M-G 0 0 0 0 0 0 0 0-0- 0 0 0 0 0 0 j 0- 0 0 0 0 0 0 0- 0- 0-0 0 0 0 0 W 0-'- 0 0 G 00 0 0- 0- 0-0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-0- 0 0 0 C F= 0. 032 0.295 0 049 1.180 94 38 94 38 0 78 W 111 0 0 164 78 0 0 129 0 0 129 0 0 0 108 0 227 0 F_ F- 0 0 0 00 _. 0 O0 -. 0 00 0 0 6 c) AED exojrson 20 33 Ermelope loss( gain 372 418 593 694 12 a) Infiltration b) Room ventlafion 101 0 37 0 228 0 84 0 13 Internal gains: Occupants @ 230 Appliances/oNx 0 0 0 0 0 0 Subtotal ( lines6to13) 473 456 821 778 14 15 Less external load Less transfer Redistribution Subtotal Dudloads 13°/ 35% 0 0 7 480 62 0 0 14 470 167 139/ 6 351/6 0 0 19 840 109 0 0 39 817 290 Total room load Air required ( dm) 542 0 636 32 949 0 1107 55 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Aj- wrightsoft' Rigti-Sule®Unversal201717.028RSU18908 2017-Sep- 290 5833 rdarce A RHG - MLot 157 Surdarce A RHG - N rip Calc = M18 FrortDoor laces N Page 6 wrightsoft' Right-JOWorksheet Job: Lot 157SundanceARHG-N Entire House Date: 09/29/2017 By. LF/RI/MC One Stop Cooling and Heating 7225 Sardscove Coot, Winter Park, FL 32792 Phone, (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCoolirg oom License CAC032444 1 2 3 4 5 Room name EN)osed well Room height Room dimensions Room area BTH 0 ft 9.0 ft heal/cool 55 x 10.0 ft 55.0 tF LDRY O ft 9.0 1t heaVcooi 65 x 65 1t 423 fF Ty Construction number U-value Btuwog Or HTM BtuW Area (fF) or perimeter (ft) Load BWh) Area OF) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Cross N/PS Heat Cool 6 1 1 128-0sw. ____! 4A5-2om 4W2tm _ 13A-4ocs 12B-09N AA5-2om 13A-4ocs 11 DO 12B-0sw `r 4135-21m 13A-4ocs 4B5-2lm _ 4A5-2om 13A-4ocs 4A5-2om 4A5-2omd 12C-Osw 11 D0 16B-30ad 19AOb= 19C-19=-, 22A-tpm - 0.097 0.550 0.540 0.143 0.097 0550 0.143 0.390 0.097 0S40 0.143 0.540 0.097 0.550 0.143 0.550 0.580 0.091 0-IN n' n n_ n e- e.._,1435 a e_ s s- s s w- w..,.._1435 w w w_ n. 253 1435 14.09 3.73 253 3.73 10.18 253 1,4.09 3.73 14.09 253 3.73 1435 15.14 2.38 10.18 0,84 2.89 0.44 30.80 2.82 13.41 13.67 290 282 27.44 2.90 1227 i- 2.82 13.67 2.90 14.94 r Z82 27.44 2.90 27.44 21.44 i 151 1227 1.76 2.04 0.31 0.00 0 0 0 0 0 O 0 0 0 O 0 0 0 0 0-0 0 0 0 0 0 0 0 0 0 O 0 0 0 W- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0t-G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L12B-Osw- G 0-0-0-0-0-0-0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 0 0 0 0 0 0 j 0 0 0 0 0 0 0 0 0 0 0D C F 0 032 0295 0049 1.180 0 55 0-0 55 0 46 97 0-0-0 0 42 0 42 0 35 0 74 0 ram- o 0 0 0 0 0 0 0 0F00 0 0 0 0 0 0 6 c) AED exoursion 4 3 Envelope loss/gain 46 93 35 71 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: Ooc upanls @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 46 93 35 71 14 15 Less extemal load Lesstransler, Redistnbution Subtotal Dud loads 13 % 35 % 0 0 26 72 9 0 0 52 145 51 13% 35 % 0 0 437 472 61 0 0 389 460 163 Total room load Air required (dm) 81 0 196 10 533 0 623 31 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. QL-- wrigFftsoft' FLgh-Sute®Unversa1201717028RSU18908 2017-Sep-29 0958 33 Page 7 rdance A RHG - MLot 157 Sudarne A RHG - N rip Calc = M18 Frort Door faces N wrightsoft• Right-M Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court, Wirier Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCooling corn License CAC032444 Job: Lot 157 Sundance ARHG - N Date: 09/29/2017 By. LF/RI/MC 1 2 3 4 5 Room name Exposed vtell Room height Room dimens ons Room area STR2 225 If 9.0 ft heat/0301 4.0 x 18.5 it 74.0 ftz 0 it 90 it heat/cool 65 x 35 it 22.8 flz Ty Construction number U-value BWh/t2_.g Or HTM BtuhAF) Area 011) or perimeter (it) Load Btuh) Area (fr1) or penmeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Grass N/P/S Heat Cool 6 1 1 G 12B-O&N 4A5-2om 352fm 13A-4ocs 12B-Osry 4A5-2om 13A-flocs 11 DO 12B-Osw 4B5-2hn 13A-flocs 4B5-2hn- 12B-Osv `'"` f 4A5-2om__ _„, 13A-4ocs 4A5-2om 4A5-2omd 12C-Osw ,_,-,. 11 DO 16B-30ad 19A,Obsc 19C-19cscp 22A-tpm 0.097 0.550 0.540 0.143 0.097 0550 0.143 0.390 0.097 0.540.-s-_14.09_13.67 0.143 0 540 0.097 0.550 0.143 0.550 0.580 0.091 0-1% n- n n n- e- e_ a e 5 s s w- w_ w w w n- 253 14.35 14.09 3.73 253 1435 3.73 10.18 2.53 3.73 14.09 253 1435 3.73 1435 15.14 238 10.18 0.84 2.89 044 30.80 2.82 13.41 13.67 2.90 2.82 27.44 2.90 1227 2.82 2.90 14.94 2.82 27.44 2.90 27.44 21.44 r 151 1227 1.76 2.04 0.31 0.00 0 0 0 0 0 0 0 0 0 0--0-0-0 0 0 0 0 0 0 0 0 0 0 0G W G 0 36 0 0 0 167 4 0 36 0 0 91 0 0 101 0-0 0 0 0 0 0 0 0 0 0 0-0 0 0 0 0 0 0 Vjl t-D 0 0 163 4 0 0 411 56,_,,.,,,_55 0 0 458 0 0 0 0 y! 0 0 0-0 0 0G y/ G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r 0 0 j G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tee 0 0 0 0 0 0'.'--` Y- 0 0 0 0 0 0 0 0 0 19 0 0 0 r 0 0 w r`"r0 0 0 0 C F-= 0.032 0295 0049 1.180 74 74 62 130 0 0 23 0 23 0 0 40 00 0 0 0 0 0 0 0F F_= 0 0 0O00... 0 0 0 0 6 c) AED excursion 36 2 Envelope lossban 621 708 19 38 12 a) Infiltration b) Room ventilation 381 0 140 0 0 0 0 0 13 Internal gains: Occupants Ca) 230 ApplcancesbUler 0 0 0 0 0 0 Subtotal (lines 6to 13) 1001 847 19 38 14 15 Less extemal load Less transfer Redistribution Subtotal Dud loads 1 13 % 35 % 0 0 1001 0 0 0 0 847 0 0 13/. 35 % 0 0 19 0 0 0 0 38 0 0 Total room bad Air required (c!m) 0 0 0 0 0 0 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Sep-290958.33 i1 1k Right-Sute®Unversal 201717 028 RSU18908 Page 8 rdarce A RHG - N&ot 157 Sudarce A RHG - N rip Calc = NUB Front Door laces N wrightsoft• Right-M Worksheet Entire House One Stop Cooling and Heating 7225 Sandsoove Court. Winter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCooling com License CAC032444 Job: Lot 157 Sundance ARHG - N Date: 09/29/2017 By. LF/RI/MC 1 2 3 4 5 Room name E)posed wall Room height Roomdmermons. Room area WIC2 5.0 It 9.0 ft heatbod 5.0 x 5.0 ft 25.0 T BED2 16.0 ft 9.0 ft heatbool 105 x 1U ft 1103 1F Ty Construction number U-value Btu"2-19 Or HTM BtuhM2) Area OF) or perimeter (ft) Load Bluh) Area OF) or perimeter (ft) Load Btirh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 11 1213-05w 4A5-2om 4B -21m 13A-flocs - 12B-05w AA5-2om 13A-4ocs 11 DO 12B-05w 4B5-2fm 13A-4ocs 4B5-2trn 12B-Osvv 4A5 2om- 13A-flocs 4A5-2om 4A5-2omd 12C-0sw - -- 11 DO 16B-30ad 19A-Obscp 19C-19cscp 22A-tpm„_ 0.097 0.550 0,540 0143 0.097 0.5W 0.143 0.390 0.097 R0.540 0143 0.540 0.097 0.550- 0.143 0.550 0.580 u" 0.091 0390 n- n ins n e e_ a a sY s- s s_ w w_ w w w n _ 2.53 14.35 14.09 3.73 2.53 1435 3.73 10.18 253 14.09 3.73 14.09 u 253 1435 3.73 1435 15.14 238 10.18 0.84 2.89 2.82 13.41 13.67 2.90 282 27.44 2.90 1227 2.82 13.67 2.90 14.94 282 27.44 2.90 27.44 21.44 151 1227 1.76 2.04 0.31 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W _ LG 0 45 0-0-0 0 0 0 45 0 114 0 0 0 127 0 95 5 0 0 50 0 0 80 0 201 215 0 10 125 0 0 224 412 0 0 139 0 Y--_D 0 0 0 0 0 0 0 0 50 0JCG 0 0 0 0 0 0 H/ G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0-0-0 o o 0 0 0 0 0 0 0 0 0 0- 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l D 0 0 - 0 25 0 0 0 0 0 0 44 0 0 0 0 0 0 C F 0.032 0295 0 25 0 0 21 0 110 0 0 110 0 0 92 0 194 00 0F F.Z 0.049 1.180 0.44 30.80 0 0 0 88 0 88 0 39 0 27 00000 6 c) AED excurson 8 33 Envelope loss/gain 135 162 673 1029 12 a) Infiltration b) Room %entilation 85 0 31 0 271 0 99 0 13 Internal gains: Oo upants @ 230 AppliancesbItner 0 0 0 0 0 0 Subtotal (lines 6 b 13) 219 193 944 1128 14 Less eMemal load Less transter Redistribution Subtotal Dud loads 139/6 35%1 0 0 329 548 71 0 0 285 478 170 13 / 35 % 0 0 7 950 123 0 0 13 1142 405 r Total room load Au required (dm) I 619 0 648 32 1073 0 1546 77 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. AC'. wrightSOft' 2017-Sep-290958 Right-SuleOUnversal201717028RSU18908 e9 rdarce A RFIG - MLot 157 Sundarce A RHG - N «ip Calc = M18 Frort Door faces N wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Wirter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOneStopCoolirg com Licerse CAC032444 Job: Lot 157 Sundance A RHG - N Date: 09/29/2017 By- LF/RI/MC 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BED3 23.5 ft 9.0 ft heat/ood 1.0 x 127.8 ft 127.8 tF HALL 0 ft 9.0 ft heat/000l 1.0 x 102.1 ft 102.1 fF Ty Construction number U-value BWhV-•F) Or HTM Bt j"2) Area OF) or perimeter (R) Load Btuh) Area OF) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 12B-09N 4A5-2om 4B5;2fin_ 13A-4ocs _ . -- 12B-Osw 4A5 tom 13A-flocs 11 DO 12B-0sw 485-2fm 13A-flocs 4B5.2fm 12B-09N 4A5-2om 13A-4ocs 4A5.2om 4A5-2omd 12C-09w 11DO -- 16B-30ad 19A-Obscp _ _ 19C-19cscp- 22A-fpm , 0 097 0.550 0.540 r-_ 0.143 0.097 0550 0143 0.390 0.097 0.540 0.143 0.540 0.097 0.550 0.143 0.550 0.580 0.091 0390 0.032 0295 0.049 1.180 n n r , n _ a e a a s s_ s s w- w- w w w_ n.- 2.53 14.35 14.09 3.73 253 1435 3.73 10.18 2.53 14.09 3.73 14.09 253 1435 3.73 1435 15.14 238 10.18 0.84 2.89 044 30.80 2.82 13.41 13.67 2.90 2.82 27.44 2.90 1227 2 82 13.67 2.90 14.94 282 27.44 2.90 27.44 21.44 151 1227 1.76 2.04 031 0.00 117 0 O 117 0 296 0 0 330 0 0 0 0 0 O 0 0 0 0 0 0 O 0W _ - 0 95 15 0 0 0 0 80 0 0 201 215 0 0 O 0 224 412 0 0 O 0 0 0 0 0 0 0 0 0 y/ D 0 0 0-0-0 0 0 0 0 0 0 yy!! -` G 0--0-0-0-0-0-0 0 0 0 0 0 0 0I W/ L-G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y 0 0 0 0 0 0 0 0 0 0 0 0 0 E_0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IL-D 0 0 128 0 0 0 0 0 107 0- 0 0 225 0 0 0 102 T - 0 0 0 0 0 85 0 0 0 C F=, F F_, 0 128 0- 102 0 102 0 180 0 102 45 32 0 0 0 0 0 0 0000O 6 c) AED excursion 21 7 En%elope lossigain 865 1243 85 172 12 a) Infiltration b) Room ventilabon 397 0 146 0 0 0 0 0 13 Internal gains- Ocicupants @ 230 Apphanoes/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1262 1389 85 172 14 15 Less extemal load Lesstransler Redistribution Subtotal Dud loads 112. 9 359/6 0 0 8 1270 165 0 0 17 1406 498 139/c 35 % 0 0 85 0 0 0 0 172 0 0 Total room load Air required (cfm) 1435 0 1904 94 0 0 0 0 Calculations approved byACCAto meet all requirements of Manual J 8tt1 Ed. IG+ wrightsoft' 2017-Sep-29095833 Rigrt-Sute®Urtversal 2017 17 028 RSU18908 Page 10 ndarce A RHG - MLot 157 Surdarce A RHG - N rnp Calc = NU8 FrortDoor faces N 9 Static Pressure and Friction Rate Job: Lot 157 Surdance ARHG -... wri htsoft Date: 09/29/2017 Entire House By- LF/RI/MC One Stop Cooling and Heating 7225 Sandsoove Court, W irter Park FL 32792 Prone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web wwwOreStopCoohry.com Licerse. CAG032444 For: Park Square Homes 2473 Waxwing Way, Sanford, FL Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 - 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return ft) ft) Measured length of run -out 13 0 Measured length of trunk 21 11 Equivalent length of fittings 120 45 Total length 155 56 Total effective length 210 Friction Heating Cooling in/100ft) in/100ft) Supply Ductsr 0.162 OK 0.162 OK Return Ducts 0.162 OK 0.162 OK Fitting Equivalent LengthDetails supply 4X--35, 11 A=20, 11 Gam, 11 A=20,11 Gam, 1 A--35: Total EL=120 Return 6M=20, 6A1=10, 5E1=10, 11 Gam: TotalEL-45 wri htSOft` 2017-Sep-29095834 9 RigN-Sute®Unversal 2017 17.028 RSU18908 Page 1 A .. rdarce A RHG - NLol 157 Surdarce A RHG - N rLp Calc = UJ8 Frort Door tares. N Duct System Summary Job: Lot 157 Sundance ARHG -... wrightsoft y ry Date: 09/29/2017 Entire House By. LF/RI/MC One Stop Cooling and Heating 7225 Sandscove Coin, W irter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web. wwwOreStopCoolirg.com License CAC032444 For: Park Square Homes 2473 Waxwing Way, 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 a50 in H2O 0.16 in H2O 0.34 in H2O 0.250 / 0.090 in H2O 0.162 i n/100ft 0 cfm 210 ft Cooling a50 in H2O 0.16 in H2O 0.34 in H2O 0.250 / 0.090 in H2O 0.162 in/100ft 1160 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 1546 0 77 0.178 6.0 Ox 0 VIFx 25.2 115.0 st3 BED3 c 1904 0 94 0.165 6.0 Ox 0 VIFx 31.7 120.0 st3 BED4 c 1107 0 55 0.227 6.0 Ox 0 VIFx 15.3 95.0 st2 Bh+ c 196 0 10 0.229 4.0 Ox 0 VIFx 14.2 95.0 st2 DIN c 4609 0 228 0.171 8.0 Ox 0 VIFx 31.6 115.0 st1 GATH c 4596 0 228 0.181 8.0 Ox 0 VIFx 23.1 115.0 st1 Krr c 2860 0 142 0.180 7.0 Ox 0 VIFx 23.6 115.0 sti LDRY c 623 0 31 0.222 4.0 Ox 0 VIFx 17.6 95.0 st2 MBED c 3282 0 163 0.166 8.0 Ox 0 VIFx 30.5 120.0 st4 MBTM c 636 0 32 0.169 4.0 Ox 0 VIFx 27.6 120.0 st4 ITcl c 589 0 29 0.162 4.0 Ox 0 VIFx 34.5 120.0 st4 MWIC c 584 0 29 0.176 4.0 Ox 0 VIFx 27.3 115.0 st4 POW c 233 0 12 0.184 4.0 Ox 0 VIFx 25.6 110.0 st1 Wla c 648 0 32 0.166 4.0 Ox 0 VIFx 31.0 120.0 st3 Trunk Htg Cig Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 PeakAVF 0 609 0.171 776 12.0 0 x 0 VinlFlx st3 PeakAVF 0 203 0.165 582 8.0 0 x 0 VinlFlx st2 st4 PeakAVF 0 252 0.162 571 9.0 0 x 0 VinlFlx st2 st2 PeakAVF 0 551 0.162 701 12.0 0 x 0 VIM% Bold6talic values have been manuaNy overridden wrightsoft` R,gti-Sute®Unversal201717028RSU18908 2017-Sep-2909 Page IPage rdarce A RHG - N%Lot 157 Sudarce A RHG - N np Calc = tvUB Frorl Door faces N r Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) Cfm) Cfm) ft) FR fpm) in) in) Opening (in) Mal Trunk rb2 Ox 0 0 252 49.0 0.183 571 9.0 Ox 0 M Fx rt3 rbi Ox 0 0 908 55.5 0.162 650 16.0 Ox 0 MFx rt3 Return Trunk Detail Table Name Trunk Type Htg Cfm) Clg Cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk rt3 PeakAVF 0 1160 0.162 656 18.0 0 x 0 VinIFIX wri htsoft` 2017-Sep-29095834 9 Righl-Sute®Unversal 2017 17 028 RSU18908 Page 2 ACCA .rdarce A RHG - MLot 157 Sudarce A RHG - N.rup Calc = W8 Frort Door faces N FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 157 Sundance A RHG - N Builder Name: One Stop Cooling and Heating Street: 2473 Waxwing Way Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 9/29/2017 10:02 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 D Sup Riser 12" Level 1 ZTHau a GATH of , af}IOIJ 22303fi S (T90j I 3AM-3Hq M10) 9A / 3TUMI.OJO A 10X101 w I , I 227dm\ I18 I) 2THOIJ THAOmN 6 wojll QD KIT44 10X841 I I STR 1 I 2THO08IA J OT^0\ 3VI I ! SIR Job #: Lot 157 Sundance A RHG - N Performed by LF/RI for: Park Square Homes Sanford, FL DIN i i I 10 146 dm j FA0' 8X4 aA 4dm J POW EF1 VTW qW I II I II F i II I 1 hvHOTIWa T90 A000 I F — —_ - GARAGE i I I I I I I I I I I I I I I-- -------- ----- - -- ---------------- ----- ...------------ ------ -- One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: ( 407) 629 - 6920 Fax: (407) 629 - 9307 www. OneStopCooling.com Scale: 1 : 91 Page 1 Right - Suite® Universal 2017 17. 0.23 RSU16202 2017- Aug-2210-.43:54 p1ot 139 Sundance B LHG - N.rup ki 10X10 295 dm 24X18 RA 865 drn - Sup Riser 12" Level 2 8X4 35 cfm VTR 9A ER MBED I i MTOIIa r-------- _ --_- --------- —_ —__-- 8T_H0_1J8_Z303fi 1-1 (T9o) I9A MWIC 3RW-3fq' (T90) 4/8X4 -- / 3A 1 3TIJIHA .c7J7 i \ / 10X10 ; 35 i139cfm 8" MBTH NOV EF1 VTR a.e 8X4 HALL r 10X6aA 89 dm\ 8X4 BTH J 41 dm l l STR2 1, j BP EFi VTR WIC21-- i I ItwoJ38 T Il 4 i 8X4 70 y3a9 (r90) lwA9 0J0 42 cfm 10X6 BED2 / I I Zone Damper 1- 12' Zone Damper 2 - 12' i Bypass Damper -11T i I-__J Job #: Lot 157 Sundance A RHG - N Performed by LF/RI for: Park Square Homes Sanford, FL 3MM-33ffl(M) TMAKA9.0J0 10x10 BED4 9A 14x14 x 10x1(h A t 91 cfm A 3 W-309 (TOX6 N, 3TLMAi.0J0 BEDS EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW =-Vent to Wall _ DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate - — T = Thermostat 1 E) SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling.com u r Scale: 1 : 91 Page 2 Right -Suite® Universal 2017 17.023 RSU16202 2017-Aug-2210.43:55 p1ot 139 Sundanoe B LHG - N.rup RECORD COPYIuo( cr X,, v YV U JaD,Nc v' . FPgR Name INN/ Signatum I / 1Lg32 A 1 i, r j 1Av ce? e DESCRIPTION AS FURNISHED: Lot 157, 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); l3P I'1-2g32 Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title r r Insurance Fund; Bank of America Z N!NG D'IT 1 "! RECORD COPYOktoconstructsinglefamilyhomeLOT179LOT178 I LOT 177 with setbacks and impervious area 1 shown on plan. (, $ `/e imp. I N 89040'51 " E 40.00' 1730 S ndance --------- LOT 157 J6.13' 36.13' 5.00, 5.00' 16.7' Co LANAI3.0'x4.0' o AC 5 00' 13.3" W Czj O C 17 PROPOSED RESIDENCE 3 OLOT156p1730SUNDANCE - A P O LOT 158 p 2 CAR GARAGE RIGHT p ~ COV'D. o ENTRY v Z co 5.00, 9.0" ol o h n 21.0' 5.00' 16, WALK DRIVE 25.20' 25.20' 10, UTIL. 70. 12' ESMT. V_, P.C. WALK CURB SETBACKS AS FURNISHED FRONT - 25'(A) B.B.) N 89°40'51 " E REAR = 20' SIDE = 5' (40' LOT) 40.00' 7.5' (60' L07) 10' (75' LOT) xAXTrj i Y SIDE STREET = 25' (60' & 75' LOT) 75' (40' LOT) 50" PRIVATE ROAD) 25' FRONT SETBACK CAN BE REDUCED PLOT PLAN ONLY TO 20' ON CERTAIN LOTS. NO MORE THAN PLOT PLAN AREA CALCULATIONS NOT A SURVEY2) IN SUCCESSION AT 20' AND A MINIMUM Or (2) IN SUCCESSION AT 25' TOTAL LOT AREA 4,400 f SQUARE FEET PROPOSED = FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT = TOTAL t SQUARE FEET FLATWORK PER DRAINAGE PLANS I G DRIVE 403/ 1 10- 513 t SQUARE FEET FOUNDATION/PAD 1, 194 t SQUARE FEET z-rl-- = PROPOSED DRAINAGE FLOW \ yid WALKS 72/ 200= 272 t SQUARE FEET FRONTPPOIRCH DECK 107 i SQUARE FEET LOT GRADING TYPE A Oe SOD 2,565/ 130 - 2,695 t SQUARE FEET POOL DECK N/A f SQUARE FEE! PROPOSED F.F. PER PLANS - 29.3' Q NOTE., FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VFRInFD CR US jV_JfE-KER -SCOTT & ASSOC, INC. - LAIV_D SUR V'YO.PNS1 LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT P.OL. • POINT ON LINE F FIELD TYP. • TY ICAL NOTES: - IT+ IRON PIPE ' PRL • POINT OF REVERSE CURVATURE I IHE UNDERSIGNED DOES HEREOF CERTifT' TµAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF I R IRON ROD Pt.C. •POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS W CIUPTER 5J-77 FLORIDA ADMINISTRATIVE CODC PURSUANT TO SECTION 472.027, FLORIDA STAIUES C• CONCRETE MONUMENT RAD. • RADIAL S.M.EI IR. 1/2' I.R. CONCRETE, 4596 N.R. NON -RADIAL 2. UNLESS EMBOSSED WRNI SURVET OR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID LEI RECOvERCD VP. VITHESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICRONS POD POINT OF BCGDHING CALF CALCULATED r,(I.C. +POINT OF CUMMENCEMENT PRM • PERMANENT REFERENCE M(NUMENT OR CASEMENTS THAT AFFECT THIS PROPERTY. 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. FF. • FINISHED FLOUR ELEVA11Q1 NAD CENTERLINEILDIS 5 THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CEPTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER FN11rYBSL. BUILDING SETBACK LINE R/v RIIiNT-OF-VAY BH. BCNCHNNRK G DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES ESHT. EASEMENT B.B. •LASE BEARING 7. BEARINGS, ARE LASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN •DRAINAGE a EIEYA00N5, If SHOWN. ARE RASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED UI.F UTILITY CLFC CHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION W 4596. V Dra VOOD FENCE C/D CONCRETE BLOCK SCALE 1-1 • - 20DRAWN BY: PL. . POINT W CUR VATVRE r. T. • POINT OF TANGENCY ORDER No. PATECERTIFIEL. BY; ---- - II[ SC. DESCRIPTION R RADIUS PLOT PLAN 09-27-2017 4121-17 L • ARC LENGTH D • DELTA C CHORD C R • CHORD REARING NORTH THIS BLIILDING\PROPERTY DOES NOT LIE WITHIN - V%_ S IHE FSTABLISHED COO YEAR FLOOD PLANE AS PER •FfRM• I GRUSE EVER, R.L.S. r4l J W SC R.L.S 1 4801 ZONE • X• MAP / 12117CO090 F (09-28-07) RECORD COPY Filename: PARK SQ SUNDANCE.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 1730 2 1 Lighting Summary Standard 5,342 5,342 Optional 9,690 5,342 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 aLa3Dryers DryerNod No? Nameplate Line Neutral 50002203_ 3 0 # Dryer Summary Standard 5,000 3,500 Optional 5,000 3,500 Heating and Cooling: Actual Number = 1 Jame M? Ph No Amps Volts VA HP Line Neutral i M 1 1 14.0 240 3,360 0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 0 1 1 1 1 14 240 1 3,360 0 Heat/Cool Summary Standard 8,400 0 Optional 8,400 0 xixed 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 T_`/fICRO 1 1 120 1200 1,200 1,200 WATER HEATER 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 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 25% of Max Motor: sine 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 Standard Line Neutral Total Total 38,942 15,572 Maximum Amperage = 162 65 Service Voltage = 240 Service Phase = 1 optional Line Neutral Total Total 30,388 15,572 Maximum Amperage = 127 65 Service Voltage = 240 Service Phase = 1 F1 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 AbW RE: P1730A - Park Sq/ Sundance-1730-A Site Information: Customer Info: PARK SQUARE HOMES Lot/Block: 157 Address: 2473 WAXWING WAY City: SANFORD MiTek USA, Inc. 6904 Parke East Blvd.. Project Name: P1730A / NO OPT Model: TVA&ANGW91W A Subdivision: WYNDHAM PRESERVE State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All HeighIl Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 41 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name Date I No. I Seal# ITruss Name Date110/3/171IT121766361A110/3/17 112 1 T12176647 1 B3 12 I T12176637 I A2 110/3/17 113 I T12176648 I B3A 110/3/17 13 I T12176638 I A3 110/3/17 114 I T12176649 I C 1 110/3/17 14 I T12176639 I A4 110/3/17 115 I T12176650 I C2 110/3/17 15 I T12176640 I A5 110/3/17 116 T12176651 I CJ 1 110/3/17 16 I T12176641 I A6 110/3/17 117 I T12176652 I CJ3 110/3/17 I 17 I T12176642 I A7 110/3/17 118 I T12176653 I CJ5 110/3/17 I 18 I T12176643 1131 110/3/17 119 I T12176654 I F1 110/3/17 I 19 1T12176644 1B1A 110/3/17 120 IT12176655 I F1A 110/3/17 I 110 I T12176645 I B2 110/3/17 121 I T12176656 I F2 110/3/17 I I11 I T12176646 I B2A 110/3/17 122 I T12176657 I F2A 110/3/17 I This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of ument are not considered signed and sealed and the signature must be verified on any electronic cop' CIN 0 NF O UsP # 17-2932 The truss draw renced above have been prepared by Val MiTek USA, Inc. under my direct supervision based on the parameters S provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1 These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. ti• CTATC r c :/JJ ` October 3,2017 Lee, Julius 1 of 2 RE: P1730A - Park Sq/ Sundance-1730-A Site Information: Customer Info: PARK SQUARE HOMES Project Name: P1730A / NO OPT Model: SUNDANCE 1730 - A Lot/Block: 157 Subdivision: WYNDHAM PRESERVE Address: 2473 WAXWING WAY City: SANFORD State: FLORIDA No. I Seal# Truss Name Date 23 IT12176658 I F3 10/3/17 124 IT12176659 I F4 110/3/17 I 125 IT12176660 I F5 110/3/17 I 126 IT12176661 I F7 110/3/17 I 127 IT12176662 I F8 110/3/17 I 128 IT12176663 I F9 110/3/17 129 IT12176664 I FT1 110/3/17 I30 IT12176665 I FT2 110/3/17 131 IT12176666 I FT3 110/3/17 132 IT12176667 I FT4 110/3/17 133 IT12176668 I FT5 110/3/17 I 134 IT12176669 I FT6 110/3/17 135 IT12176670 I FT7 110/3/17 I 136 1T12176671 I J3 110/3/17 137 I T12176672 I J7 110/3/17 138 IT12176673 I KJ3 110/3/17 139 I T12176674 I KJ3A 110/3/17 I I40 I T12176675 I KJ7 110/3/17 141 IT12176676 I MG1 110/3/17 2 of 2 Job Truss Truss Type Oty ply Park Sq/ Sundance-1730-A T72176636 P1730A Al COMMON 2 1 Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MITek Industries, Inc Tue Oct 03 15 04 35 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-a43vcWxkBUNA01AOm8aWhnz5tYHV5sH0?BeAOXyX5sw 11-0.0 7.11-11 15-0-0 i 22-0-5 30.0.0 1.0-0 7-11-11 7-0-5 7-0-5 7.11-11 1.0-0 Scale = 153 3 04 = 6 00 12 Id 3x4 = 4x6 = 3x4 = 3X5 = 3x6 = 1&&13 30-0-0 10-2-3 9-7-11 10.2-3 Plate Offsets (X.Y)— f2 0-3-0.0-1-41 f3 0-4-0 0-3-01 f5 0-4-0 0-3-01.f6 0-3-0.0-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 062 Vert(LL) 0 39 8-10 934 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 093 Vert(TL) 0 68 8-10 532 180 BCLL 0.0 ' Rep Stress Incr YES WB 027 Horz(TL) 009 6 n/a n/a BCDL 10.0 Code FBC2014rTP12007 Matrix-M) Weight 137 Ile FT = 20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 I TOP CHORD BOT CHORD 2x4 SP No 2 BOT CHORD WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1260/0-8-0, 6=1260/0-3-8 Max Horz 2=-164(LC 6) Max Uplrft2=-328(LC 8), 6=328(1_C 8) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1997/496, 3-4=1777/510, 4-5=1777/510, 5-6=-1997/496 BOT CHORD 2-10=-337/1772, 10-17=-131/1163, 9-17=131/1163, 9-18=-131/1163, 8-18=-131/1163, 6-8=337/1701 WEBS 4-8=170/755, 5-8=427/231, 4-10=-170/755, 3-10=427/231 Structural wood sheathing directly applied or 3-3-3 oc purlins Rigid telling directly applied or 2-2-0 oc bracing NOTES. 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10, VuIt=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ft; L=30ft, eave=4ft; Cat II; Exp B, Encl., GCpi=O 18, MWFRS (directional), Lumber D0L=1 60 plate grip DOL=1 60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=328, 6=328 6) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verify dasrpn parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11•7173 rw, f d/OJ/2015 BEFORE USE Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the IN fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTP11 Quality Criteria, DSB49 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 Qty Ply Park Sq/ Sundance- 1 730-A T72176637 P1730A A2 HIP 2 1 Mid -Florida Lumber, Banow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 35 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-a43vcWxkBUNA01AOmBaWhnz7WYNR5nQO?BeAOXyX5sw I1-0.O 6-9-4 130.0 17-0.0 23-2-12 30.0-00-0 1-0.0 6-9-46-2-12 4-0.0 62-12 6-9-4 1-0.0 Scale = 1 53 5 d1 4x8 = 4x4 = 13 12 10 9 3x6 = 1 5x4 11 3x4 3x8 = 1 5x4 3x6 = 3x4 = Plate Offsets (X.Y)— 14 0-5-4.0-2-01 LOADING(psf) SPACING- 2-0-0 CSI., DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 045 Vert(LL) -0 09 12-13 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 055 Vert(TL) -0.28 12-13 >999 180 BCLL 00 ' Rep Stress Incr YES WB 0 58 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-M) Weight 157 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1260/0-3-8, 7=1260/0-8-0 Max Horz 2=144(LC 7) Max Uplift2=-328(LC 8), 7=-328(LC 8) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=2114/502, 3-4=1561/426, 4-5=1321/419, 5-6=-1562/426, 6-7=-2114/502 BOT CHORD 2-13=-354/1818, 12-13=-354/1818, 11-12=-176/1320, 10-11=-176/1320, 9-10=354/1818, 7-9=354/1818 WEBS 3-13=0/259, 3-12=579/205, 4-12=-69/397, 5-10=69/398, 6-10=579/205, 6-9=0/258 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind. ASCE 7-10, VuH=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=30ft, eave=4ft, Cat. 11, Exp B, Encl , GCpi=O 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 Ot=lb) 2=328, 7=328. 7) "Semi -rigid pdchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design paamerers and READ NOTES ON TWS AND INCLUDED WTEK REFERENCE PAGE MII-7473 —. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors This design is baud only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing 001isalwaysrequiredforstabilityantltopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-119 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Ply Park Sq/ Sundance-1730-AT721Pf730A1TQ'y A3 HIP 1 mia-rionaa wmoer, carioca, r r r au s Aug io cu i r mi i - maus —. me ... a w i a w ao m r rage ID 3zzrE5595gHBgKdROwR60Yzkwee-3HdHgsyMyoVlevlCKr51E?WK3yiPgJIADrOkZyXSsv r1-0.059-4 I 11-0-0 I 150.0 19-0.0 24-2-12 2L 31-0.01 1- 40 S44 52-12 4-0-0 4-0-0 52-12 114 04 = 4 21 3x4 = 4x4 = 5 226 Scale = 1 53 5 1 14 13- -- 11 10 3x4 1 5x4 11 3x8 = 3x4 = 3x8 = 1 5x4 11 3x4 LOADING ( psi) TCLL 200 TCDL 100 BCLL 0.0 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1 25 Lumber DOL 1 25 Rep Stress Incr YES Code FBC2014lrP12007 CSI. TC 033 BC 063 WB 032 Matrix- M) DEFL. in (loc) I/defl Ud Vert( LL) -0 14 11-13 >999 240 Vert( TL) -0 38 11-13 >951 180 Horz( TL) 010 8 n/a n/a PLATES GRIP MT20 244/190 Weight, 157 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-8 oc bracing. WEBS 2x4 SP No.3 I REACTIONS. ( lb/size) 2=1260/0-3-8, 8=1260/0-3-8 Max Horz 2=-123(LC 6) Max Uplift2=-328(LC 8), 8=-328(LC 8) FORCES. ( lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=2151/516, 3-4=1725/452, 4-21=-1486/438, 5-21=-1486/438, 5-22=-1486/438, 6- 22=-1486/438, 6-7=-1725/452, 7-8=-2151/516 BOT CHORD 2-14=-375/1860, 13-14=-375/1860, 12-13=-262/1571, 12-23=-262/1571, 11-23=-262/1571, 10- 11=-375/1860, 8-10=375/1860 WEBS 3-13=-447/171, 4-13=-91/479, 5-13=254/69, 5-11=-254/69, 6-11=-91/479, 7- 11=-447/171 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=25ft, B=45ft; L=3Dft; eave=4ft; Cat II; Exp B; Encl , GCpi=O 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, with BCDL = 10 Opsf 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=328, 8= 328. 7) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verity tlasipn paramarars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•717J nv. 10103/2015 BEFORE USE Design valid for use only with Wake connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with hpossible personal injury and propdamage For general guidance regarding the IN rubrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety ;on, available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa. FL 36610 Job Truss Truss Type Qty Ply Park Sql Sundance-1730-A T12176639 P1730A A4 HIP 1 1 job R far (ootional) Mid -Florida Lumber, Barlow. FL 7 CrlO s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 37 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-XTAf1Cz?j5duG3KPuZc-mC2TxM?DZnvJSV7H5QyX5su I1-0-O 4-9-4 9-0-0 15-0-0 21-0-0 25-2-12 30.a0 31-0-0i 1-0.0 4-9-4 4-2.12 6-0.0 tr0.0 4-2-12 4-9-4 1-0-0 Scale = 153 5 4x8 = 15x4 11 4x8 = r 20 0 21 6 I" d 13 - 11 10 3x6 = 3x4 = 3x4 = 3x4 = 3x6 = 3x8 = 9-a0 15-0.0 21-0.0 30.a0i s ao aao I r>ao 9 ao Plate offsets (X.Y)- r2 0-2-8.0-1-81.r4.0-5-4.0-2-01.f6 0-5-4.0-2-01.18 0-2-8.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0 12 13-16 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.78 Vert(TL) -0 34 13-16 >999 180 BCLL 00 ' Rep Stress Incr YES WB 0.19 Horz(TL) 010 8 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight 150 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1260/0-3-8, 8=1260/0-3-8 Max Horz 2=-103(LC 6) Max Uplift2=-328(LC 8), 8=-328(LC 8) FORCES. (lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-2141/557, 3-4=1873/483, 4-20=-1963/554, 5-20=-1963/554, 5-21=-1963/554, 6-21=-1963/554, 6-7=-1873/483, 7-8=-2141/557 BOT CHORD 2-13=-421/1862, 12-13=-285/1630, 11-12=-285/1630, 10-11=-285/1630, 8-10=421/1862 WEBS 3-13=-274/154, 4-13=-23/351, 4-11=117/509, 5-11=-411/168, 6-11=-117/509, 6-10=-23/351, 7-10=274/154 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft; L=30ft; eave=4ft; Cat. II; Exp B, Encl., GCpi=O 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 uplrft at joint(s) except (jt=lb) 2=328, 8=328 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed -copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • VrNy tlas/pn paramarara and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mil-7477 rev. 10/07/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing 'SSa,11 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, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply 7ParkSqf1eSundance- 1730-A T12176640 P1730A A5 HIP ' 1 1 Mid-Florxfa Lumber, Bartow. FL 7 640 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 37 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-XTAf1Cz?j5duG3KPuZc_mC2M2My9ZhpJSV7H5QyX5su 3-9-4 7.0.0 I 12-4-9 17-7-7 I 23-0-0 26-2-12 310.0 31-0.0 1-0.0 3-9-4 3-2-12 5-4-9 52-13 5-4-9 3-2-12 3-9-4 Scale = 1 53 5 I, W 4x10 = 3x4 = 1 5x4 II 4x10 = 1 20 2122 5 23 24 25 6 2627 28 7 15 -- - 14 12 11 3x8 3x4 = 3x6 = 6x6 4x8 = 3x4 = 3x8 7-0.0 1-77 23-0-0 7-0.0 I 5723 0. Plate Offsets (X.Y)- 12.0-2-10.0-1-81.14 0-6-8 0-1-121 17 0-6-8 0-1-121 f9 0-2-10 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 200 Plate Grip DOL 1 1 25 TC 096 Vert(LL) 0.26 12-14 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 1 25 BC 0.98 Vert(TL) 0 64 12-14 >560 180 BCLL 00 ' Rep Stress Incr NO WB 0.58 Horz(TL) 017 9 n/a n/a BCDL 100 Code FBC2014fTP12007 Matnx-M) Weight: 176 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No 2 'Except* TOP CHORD Structural wood sheathing directly applied 4-7 2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 6-2-14 oc bracing. BOT CHORD 2x6 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2193/0-3-8, 9=2193/0-3-8 Max Horz 2=-82(LC 6) i Max Uplrft2=-666(LC 8), 9=-666(LC 8) f FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4438/1333, 3-4=-4244/1286, 4-20=-5042/1559, 2D-21=-5042/1559, 21-22=-5042/1559, 5-22=-5042/1559, 5-23=5034/1555, 23-24=-5034/1555, 24-25=-5034/1555, 6-25=-5034/1555, 6-26=-5034/1555, 26-27=-5034/1555, 27-28=-5034/1555, 7-28=-5034/1555, 7-8=4245/1286, 8-9=-4439/1334 BOT CHORD 2-15=-1125/3945, 15-29=1036/3793, 29-30=1036/3793, 14-30=-1036/3793, 14-31=-1416/5042, 13-31=-1416/5042, 13-32=-1416/5042, 32-33=1416/5042, 12-33=-1416/5042, 12-34=-1037/3794, 34-35=-1037/3794, 11-35=1037/3794, 9-11=-1125/3946 WEBS 3.15=-253/102, 4-15=-77/659, 4-14=-452/1532, 5-14=624/306, 6-12=606/308, 7-12=-447/1521, 7-11=-80/662, 8-11=-253/102 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=30ft, eave=4ft; Cat 11; Exp B, Encl., GCpi=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 0=1b) 2=666, 9=666 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 193 lb down and 211 lb up at 7-0-0, 97 lb down and 106 lb up at 9-0-12, 97 lb down and 106 lb up at 11-0-12, 97 lb down and 106 lb up at 13-0-12, 97 lb down and 106 lb up at 15-0-0, 97 lb down and 106 lb up at 16-11-4, 97 lb down and 106 lb up at 18-11-4, and,97 lb down and 106 lb up at 20-114, an' rinted co Ies of this document are193lbdownand211lbupat23-D-0 on top chord, and 305 lb down and 97 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12 p 66 lb down at 13-0-12, 66 lb down at 15-0-0, 66 lb down at 16-114, 66 lb down at 18-114, and 66 lb down at 20-11-4, and 305 lb not considered signed and sealed and down and 97 lb up at 22-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others the signature must be verified on 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) any electronic copies d&Iyf&gd1ec;g(,%6e3pndard WARNING - Varlfy design parametrs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1101II.7473 rev. f0/03/2015 BEFORE USE. -_ Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the kv fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq/ Sundance-1730-A T1217fi640 P1730A A5 HIP 1 i Mid-Flonda Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 37 2017 Page 2 ID 3zzrE5595gHBgKdROwR6OYzkwee-XTAf1Cz?j5duG3KPuZc_mC2M2My9ZhpJSV7H5QyX5su 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=-60, 7-10=60, 2-9=-20 Concentrated Loads (lb) Vert- 4=-146(F) 7=-146(F) 15=-305(F) 11=-305(F) 20=-97(F) 21=-97(F) 23=-97(F) 24=97(F) 25=-97(F) 27=-97(F) 28=97(F) 29=41(F) 30=41(F) 31=41(F) 32=41(F) 33=41(F) 34=41(F) 35=41(F) A WARNING - Varlty design pararraters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11-7473 ray. 10/03/2015 BEFORE USE. Design valid for use only with MlTek® 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 verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSBJ! 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 Oty Ply Park Sq/ Sundance- 1 730-A T12176641 P1730A A6 SPECIAL 1 1 31) Mid-Flonda Lumber, Barlow, FL 7 640 s Aug 16 2017 MITek Industries, Inc Tue Oct 03 15 04 38 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-WK2FY_dUPmltCvbSG7DJObgJILrIAVSh9tgdsyX5st ti 584 10£-0 I12-0.0 , 16-6-0 21-0.01-2530.0 2-12 -0 1-. 0- 0S644- 11-12 1-fr0 4-6-0 4.60 4-2-12 1.4 Scale = 1 54 4 4x4 II 4x4 = 4x4 = 0)n 13 - 11 3x4 i 3x4 = 5x8 = 3x4 = 3x8 = 3x6 = 1 114 SB- 12 9-0.0 9.40 Plate Offsets ( X.Y)— f2 0-2-10.0-1-81,f9 0-2-12.D-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 035 Vert(LL) -0.15 11-13 999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 0.82 Vert(TL) -0.46 11-13 783 180 BCLL 0. 0 ' Rep Stress Incr YES WB 049 Horz(TL) 011 9 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight. 156 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid telling directly applied or 9-1-5 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/ size) 2=1260/0-3-8, 9=1260/0-8-0 Max Horz 2=-118(LC 6) Max Uplift2=- 329(LC 8), 9=-327(LC 8) FORCES. (lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=2152/523, 3-4=-2080/577, 4-5=2099/583, 5-6=-1859/508, 6-21=1644/456, 7-21 =- 1644/456, 7-8=-1881/476, B-9=-2152/552 BOT CHORD 2-14=-384/1862, 13-14=-249/1509, 12-13=-367/1901, 11-12=-367/1901, 9-11=417/1871 WEBS 3- 14=-283/159, 4-14=-154/481. 4-13=-312/1288, 5-13=-1027/304, 6-11=-371/126, 7-11 =- 108/570, 8-11=-280/158 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10, VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf, h=25ft; B=45ft, L=30ft; eave=4ft; Cat. II; Exp B, Encl , GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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 Qt=lb) 2=329, 9=327 7) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysts and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • Verify design parsmafars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7173 raw. 10/07/2015 BEFORE USE. - Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the ap{ lieabiidy of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent Collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 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 Oty Ply Park Sq/ Sund2nce-1730-A T72176W2 P1730A A7 SPECIAL 1 1 Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 39 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-TsIOSu_FFIucVMUn'?_eSrd8hs9eZlWVcwpcOAlyX5ss 1-0-0 51i4 10-6-0 I, 14-0-0 18-6-o I 2a-0-o I 2s-2-12 F 3a0-o 1-40 5-Cr4 4-11-12 3-8-0 4-&0 4-6-0 12.12 1.4 Scale = 1 54 4 4x4 II 17 16 15 13 12 11 3x8 = 2x4 I 4x8 = 2.4 I 6x8 7x8 = 7x5 = 2x4 I 3x10 4 1o1-1a-1o2 134--60-00 14e8-0o -zaosz2S44 I 30-0-o Plate Offsets (X Y)- 17:0-5-0 0-2-01 19 0-2-9 0-1-81 112 0-3-0 0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 1 00 TCDL 100 Lumber DOL 1.25 BC 098 BCLL 00 ' Rep Stress Incr NO WB 0 95 BCDL 100 Code FBC20141TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x6 SP No.2 Except' 9-14 2x6 SP DSS WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1847/0-3-8, 9=2757/0-8-0 Max Horz 2=118(LC 7) Max Uplift2=-496(LC 8), 9=-764(LC 8) DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0 29 12-13 >999 240 MT20 244/190 Vert(TL) -0 72 12-13 >497 180 MT20HS 187/143 Horz(TL) 016 9 n/a n/a Weight: 184 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-9-8 oc bracing WEBS 1 Row at midpt 5-16 FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=3627/930, 34=3174/862, 4-5=3138/866, 5-6=-5703/1563, 6-7=-5703/1563, 7-8=5748/1581,8-9=-5577/1499 BOT CHORD 2-17=-749/3207, 16-17=-749/3207, 15-16=-1186/4892, 14-15=-1189/4897, 13-14=-1189/4897, 13-22=1274/5034, 12-22=-1274/5034, 11-12=1274/4964, 9-11=-1274/4964 WEBS 3-16=-512/169, 4-16=-658/2505, 5-16=-2981/825, 5-13=-467/1134, 6-13=293/130, 7-13=-184/844, 7-12=-405/1681, 8-12=-310/296,8-11=-358/162 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=30ft, eave=4ft, Cat. 11; Exp B, Encl , GCpl=O 18; MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) All plates are MT20 plates unless otherwise indicated 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (ft=lb) 2=496, 9=764 8) "Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 242 Ito down and 211 lb up at 23-0-0 on top chord, and 1634 lb down and 445 Ito up at 21-1-8. and 305 lb down and 97 lb up at 22-11-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others I 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert. 1-4=-60, 4-5=-60, 5-7=-60, 7-10=-60, 2-9=-20 Continued on Daae 2 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vardy das/gn paramatars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rav 1010312015 BEFORE USE. Design valid for use only with MiTeke connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall builtling tlesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Critena, DSBJ! and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Pa k sq/ Suntlanco-1730-A T12176642 P1730A A7 SPECIAL 1 1 MOO-Fldnda Lumber, banow, I-L LOAD CASE(S) Standard Concentrated Loads (lb) Vert. 7=146(F) 12=-305(F) 22=1634(1`) 640 S Aug 16 201 7 MiTek Industries. Inc Tue Oct 03 15 04 39 2017 Page 2 ID 3zzrE5595gHBgKdROwR6OYzkwee-TsIOSu_FFjucVMUn'I_eSrd8hs9eZ1 VVVcwpcOAlyX5ss Q WARNING - Varlly dasrpn panmatars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7173 ray. 10/03/2015 BEFORE USE. 3 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 verily the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety IMormatlon available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq/ Sundance-1730.A T12176643 P1730A B1 COMMON 1 1 Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 39 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-TsIOSu_FFjucVMUn?_eSrd8s89mhl ijcwpcOAlyX5ss 1-ao i 5-6-4 10-6-0 15-5-12 21-0-0 22-0-0 1-o-0 5-6-4 4-11-12 4-11.12 5-6-4 1•0-0 4x4 = 3x4 = 3x4 = 3x4 = 3x4 = Scale = 1 38 6 3x4 = I 77-2-- 2-3 3 67-11 7-2.3 Plate Offsets (X,Y)— 12 0-2-O.Edgel, 16 0-2-O.Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 028 Vert(LL) -0 05 8-10 >999 240 MT20 2441190 TCDL 100 Lumber DOL 1 25 BC 046 Vert(TL) -0.15 8-10 >999 180 BCLL 00 ' Rep Stress Incr YES WB 017 Horz(TL) 0.04 6 n/a n/a BCDL 100 Code FBC2014rTP12D07 Matrix-M) Weight: 97 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=900/0-8-0, 6=900/0-8-0 Max Horz2=110(LC 7) Max Uplift 2=-242(LC 8), 6=-242(LC 8) FORCES. ( lb) -Max Comp /Max Ten -All forces 250 (lb) or less except when shown TOP CHORD 2-3=1382/346, 3-4=1223/349, 4-5=1223/349, 5-6=-1382/346 BOT CHORD 2-10=-227/1180, 9-10=-84r794, 8-9=84r794, 6.8=-227/1180 WEBS 4-8=111/452, 5-8=-294/159, 4-10=-111/452, 3-10=-294/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft; L=24ft, eave=4ft, Cat ll, Exp B, Encl., GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (A=lb) 2=242, 6= 242. 6) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design paramatrs and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11-7473 rev. 1010312015 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 applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing i17x.l,rr is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/ Suntlance-173aA T72176641 P1730A B1A COMMON 1 1 Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 40 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-x2sogE?I000T7Vv2 Zh9hOrg1tZ6um9ylBTMx,lyX5sr 1-0-0 5-6-4 10-6-0 15-5-12 21-0-0 , 1-a0 5-6-4 4-11-12 4-11-12 5$4 ---- - Scale = 138 0 4x4 = i 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 6? 11' LOADING (psf) TCLL 200 TCDL 100 BCLL 0.0 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1 25 Lumber DOL 1 25 Rep Stress Ina YES Code FBC2014/TPI2007 CSI. TC 028 BC 046 WB 0.17 Matnx-M) DEFL. in Vert(LL) -0 O5 Vert(TL) -0.15 Horz(TL) 004 loc) I/defl L/d 7-9 >999 240 7-9 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight 95 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=839/Mechanical, 2=901/0-3-8 Max Horz 2=109(LC 7) Max Uplift6=-200(LC 8), 2=-242(LC 8) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1383/347, 3-4=1224/350, 4-5=1226/351, 5-6=-1386/348 BOT CHORD 2-9=253/1181, 8-9=109/796, 7-8=-109/796, 6-7=-255/1184 WEBS 4-7=113/455. 5-7=-295/160, 4-9=-111/452, 3-9=294/159 NOTES. 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft; eave=4ft; Cat Il, Exp B; Encl., GCpi=0.18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1 60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (A=lb) 6=200. 2=242. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING - Vrrfy design p.—tars and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. f0A17/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design ,s based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must very the applicability of design parameters end properly incorporate this design into the overall building design Bracing indicated ,s to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing s always required for stability and to prevent collapse with possible personal ,nlury and property damage For general guidance regarding the IN fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSWTP11 Quality Criteria, DSB419 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 Ply Park Sq/ Sundance-1730-A T12176645 P1730A B2 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 40 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-x2sogE?t000T7W2_Zh9hOrg28Z3Sm9E18TMxilyX5sr 1.0-0 i 4-9-4 i 9-0-0 12-0-0 16-2-12 21-0-0 22-0.0 1-0-0 4-9-4 4-2-12 3-0.0 4-2-12 4.9.4 Scale = 1 38 4 d 3x6 = 4x4 = 4x8 = 17 18 5 3x8 = 5x5 = 3x6 = 5 LOADING (psf) TCLL 200 TCDL 10.0 BCLL 0.0 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 1 25 Rep Stress Incr YES Code FBC2014/rPI2007 CS1. TC 020 BC 0 68 WB 016 Matrix-M) DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) I/defl Ud 0 12 10-13 >999 240 0 31 10-13 >SDO 180 0.05 7 n/a n/a PLATES GRIP MT20 244/190 Weight 104 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=900/0-8-0, 7=900/0-8-0 Max Horz 2=-96(LC 6) Max Uplrft2=-242(LC 8), 7=-242(LC 8) FORCES. (Ib) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1375/378, 3-4=1085/297, 4-17=920/294, 17-18=-920/294, 5-18=-920/294, 5-6=1091/299, 6-7=1376/377 BOT CHORD 2-10=-262/11185, 9-10=118/917, 7-9=-262/1186 WEBS 3-10=-310/164, 4-10=-43/274, 5-9=-44/270, 6-9=307/163 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, VuIt=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=4ft; Cat 11, Exp B; Encl , GCpi=O 18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It=lb) 2=242, 7=242 7) "Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vwtfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 1010312015 BEFORE USE. Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the kv fabrication, storage, delivery. erection and bracing of trusses end truss systems, see ANSWTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq/ Sundance-1734A T7217fi646 P1730A 132A HIP 1 1 311 Mid-Flonda Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 41 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-PEQAta0VmK8JkgdA7Phwx2DDtzOgVcUvN75VEByX5sq 1-0-0 I 4-9-4 9.40 I 12-40 16-2-12 21-0-0 1-0-0 4-9-4 4-2-12 3-40 4-2-12 4-9-4 Scale = 136 8 4x4 = 4x8 = 16 d 3x4 = 3x6 = 3x8 = 5x5 = s-ao 1z-ao 21-ao 9-40 3-40 9-0-0 Plate Offsets (X Y)— f2:0-2-8.0-1-81 I5 0-5-4 D-2-Ol I7 0-2-0 Edael 18.0-2-8.0.3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 020 Vert(LL) -0.12 9-15 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 069 Vert(TL) -0 32 9-15 >800 180 BCLL 0.0 ' Rep Stress Incr YES WB 016 Horz(TL) 005 7 n/a n/a BCDL 1100 Code FBC2014/rP12007 Matrix-M) Weight 102 Ito FT = 20% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 I TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No 3 REACTIONS. (lb/size) 7=839/Mechanical, 2=901/0-3-8 Max Horz 2=95(LC 7) Max 1Jplrft7=-200(LC 8), 2=-242(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1376/378, 3-4=1087/298, 4-16=-921/295, 5-16=921/295, 5-6=-1094/301, 6-7=1380/379 BOT CHORD 2-9=288/1186, 8-9= 1441919, 7-8=-289/1190 WEBS 3-9=310/164, 4-9=-43/274, 5-8=46/272, 6-8=-310/165 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=45ft, L=24ft, eave=4ft, Cat II, Exp B, Encl , GCpt=O 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 7=200, 2=242. 8) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Varlly daslgn panmat— and READ NOTES ON TWS AND INCLUDED WTEK REFERENCE PAGE 0II.7473 — 1OM312015 BEFORE USE Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is aWays 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 ANSIfTP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/ Sundonce-1730-A T12176647 P1730A B3 HIP 1 1all Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 42 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-tR_Y4wl7XeGAMgCMh6C9TGmLYNIJE232cnr2mdyX5sp 1-0.0 I 39-4 7-0.0 I 106-0 14-0.0 17-2.12 I 21-0-0 2 1-0.0 39-4 3-2-12 3-8-0 3-E-0 3-2.12 3-9-4 1-0-0 Scale = 1 38 4 dD 4x8 = 1 5x4 11 4x8 = 4 19 20 5 21 22 6 3x8 = 3x4 = 5x8 = 3x4 = 3x8 = I -0.0 i10-8-0 14-0.0 21 ^0.0 I LOADING (psf) TCLL 200 TCDL 100 BCLL 00 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1 25 Rep Stress Incr NO Code FBC20141TPI2007 CSI. TC 040 BC 0.79 WB 020 Matrix-M) DEFL. in (loc) Vdefl Ud Vert(LL) -0 10 11 >999 240 Vert(TL) -0 25 11-12 >999 180 Horz(TL) 010 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 108 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 7-0-3 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1557/0-8-0, 8=1557/0-8-0 Max Horz 2=77(LC 7) Max Uplift 2=-482(LC 8), 8=-482(LC 8) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=2816/880, 3-4=2639/837, 4-19=-2651/878, 19-20=-2651/878, 5-20=2651/878, 5-2 1 =-2651/878, 21-22=-2651/878, 6-22=2651/878, 6-7=2639/837, 7-8=2816/880 BOT CHORD 2-12=-713/2461, 12-23=-633/2351, 11-23=-633/2351, 11-24=-633/2351, 10-24=-633/2351, 8-10=-713/2461 WEBS 4-12=-64/522, 4-11=159/473, 5-11=-458/247, 6-11 =-1 59/473, 6-10=-64/522 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, VuK=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft„eave=4ft, Cat II, Exp B; Encl , GCpi=O 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 nonconcurreni with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at loint(s) except Qt=lb) 2=482, 8=482 7) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 193 lb down and 210 lb up at 7-0-0. 115 lb down and 106 lb up at 9-0-12, 115 lb down and 106 lb up at 10-6-0, and 115 lb down and 106 lb up at 11-11-4, and 193 lb down and 209 lb up at 14-0-0 on top chord, and 305 lb down and 97 lb up at 7-0-0, 66 lb down at 9-G-12, 66 lb down at 10-6-0, and 66 lb down at 11-11-4, and 305 Ib down and 97 Ib up at 13-11-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1 25 pUniformLoads (plf) Printed copies of this document are Vert 1-4=60, 4-6=-60, 6-9=-60, 13-16=-20 not considered signed and sealed and Concentrated Loads (lb) the signature must be verified on Vert 4=-146(F) 6=-146(F) 12=-305(F) 11=41(F) 5=-97(F) 10=-305(F) 19=-97(F) 22=-97(F) 23=-41(F) 24=-41(F) any electronic copies r Q WARNING • VarHy dos/pn paramalars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111411•7173 rev. 10/07120/5 BEFORE USE. Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park W Sundance-1730-A T12176646 P1730A 133A HIP 1 1 Mid-Flonds Lumber, Banow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 43 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-MdYxIF21lx01_nYEgjOOTIWIm2YzVICgRabJ4yX5so i -1-0-0 3-9-4 7-G-0 1D-6-0 i 14-0-0 17-2-12 21-0-0 1-0-0 3-2-12 3-6-0 3-6r0 32-12 3-9-4 Scale = 1 37 6 i, 4x8 = 1 5x4 11 48 = 4 18 19 5 20 21 6 Us = 3x4 = 5x8 = 3x4 = Us = i LOADING (psf) TCLL 200 TCDL 100 BCLL 0.0 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 040 BC 079 WB 020 Matrix-M) DEFL. in (loc) Vdefl Ud Vert(LL) -0 10 10 >999 240 Vert(TL) -0 25 10-11 >999 180 Horz(TL) 010 8 n/a n/a PLATES GRIP MT20 244/190 Weight 106 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-9 oc bracing WEBS 2x4 SP No 3 REACTIONS. (lb/size) 8=1496/Mechanical, 2=1558/0-3-8 Max Horz 2=76(LC 24) Max Uplift8=-439(LC 8), 2=-482(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=2818/880, 34=2641/838, 4-18=-2653/879, 18-19=-2653/879, 5-19=2653/879, 5-20=-2653/879, 20-21=-2653/879, 6-21=2653/879, 6-7=2643/839, 7-8=2822/883 BOT CHORD 2-11=-739/2462, 11-22=-659/2352, 10-22=-659/2352, 10-23=-660/2354, 9-23=660/2354, 8-9=742/2468 WEBS 4-11=64/522, 4-10=159/474, 5-10=-458/253, 6-10=165/472, 6-9=-66/524 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, VuK=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft, 6=45ft, L=24ft, eave=4ft, Cat 11, Exp B, Encl , GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It=1b) 8=439, 2=482 8) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 193 lb down and 209 lb up at 7-0-0, 115 lb down and 106 lb up at 9-0-12. 115 lb down and 106 lb up at 10-6-0, and 115 lb down and 106 lb up at 11-11-4, and 193 lb down and 209 lb up at 14-0-0 on top chord, and 305 lb down and 97 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 10-6-0, and 66 lb down at 11-11-4, and 305 lb down and 97 lb up at 13-11-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1 25, Plate Increase=1 25 Uniform Loads (plf) Vert 14=60, 4-6=-60, 6-8=-60, 12-15=20 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Continued on paqe 2 r Q WARNING - Verify daslpn paramalarsand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7173 raw. 10/03/2015 BEFORE USE. Design valid for use only with WWII) connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITTPII Quality Crttena, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Dty Ply Park Sq/ Sundance-1730-A 71217664E P1730A B3A HIP 1 1 Mid-Flonda Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 43 2017 Page 2 ID 3zzrE5595gHBgKdROwR6OYzkwee-MdYxIF21lx01_nYEVOOTIWlm2YzVICgRabJ4yX5so LOAD CASE(S) Standard Concentrated Loads (Ib) Vert 4=-146(F) 6=-146(F) 11=-305(F) 10=-41(F) 5=-97(F) 9=305(F) 19=97(F) 21=-97(F) 22=41(F) 23=-41(F) Q WARNING • Verffy tles/pn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7477 nv. 10/07/2075 BEFORE USE. Design valid for use only with MiTeke connectors This design Is based only upon parameters shown, and Is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and Property Incorporate this design into the overall building design Bracing indicated Is to prevent buckling or individual truss web and/or chord members only Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabncwahon, storage, delivery, erection and bracing of trusses and truss systems, see ANSlfTPI1 Quality Critena, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexantlna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sql Sundance-1730-A T7217864D P1730A C1 COMMON 1 1JQb Reference Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek In-stnes, Inc Tue Oct 03 15 04 44 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-gp6JVb203FWub7MIoXEdYhrkgAYHizaL35K9rWyX5sn i I 4-10-0 9-0-0 1-0.0 4.10.0 4-2-0 1 Scale = 1 20 2 4x4 = 6 00 F12 4 3x4 I 5 Id2 Id Ia 6 It 3x6 II 2x4 = 4-10.0 9-0.0 LOADING (psf) TCLL 20.0 TCDL 100 BCLL 00 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1 25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 023 BC 018 W3 007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 SLIDER Right 2x4 SP No.3 1-10-10 REACTIONS. (lb/size) 2=434/D-8-0, 5=336/0-1-8 Max Horz 2=-48(LC 6) Max Uplrft2=-193(LC 8), 5=-130(LC 8) Max Grav 2=434(LC 1), 5=339(LC 14) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=412/151, 3-4=-351/156 BOT CHORD 2-6=78/308, 5-6=-78/308 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.01 6-9 >999 240 MT20 244/190 Vert(TL) -0 03 6-9 >999 180 Horz(TL) 000 5 n/a n/a Weight 36 Ib FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind, ASCE 7-10, Vu11=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft; eave=4ft; Cat. II, Exp B; Part. Encl., GCpi=0.55, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=193, 5=130 8) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysts and design of this truss 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0 500in Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING - VrNy design paramatrs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 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 verily the applicability of design parameters and properly incorporate this design into the overall building tlesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent Collapse with possible personal injury and property damage For general guidance regarding the elf. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component , 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa. FL 36610 Job Truss Truss Type oty Ply Park Sqt Sund2nee-1730-A T72176650 P1730A C2 HIP 1 1 Mid-Flonda Lumber, Barlow. FL 7 640 s Aug 16 2017 MITek Industries, Inc Tue Oct 03 15 04 44 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-gp6JVb203FWub7MIoXEdYhrImAYOi_wL35K9rWyX5sn 2-4-0 6-0-0 9-0.0 140.0 2+0 3-8-0 3-0-0 1-0.0 n Scale = 119 8 08 = 6 Do 12 16 4x4 = 2x4 = 1, 2+0 Cr0.0 9-0-0 2+0 1. 3-0-0 Plate Offsets (X.Y)-- 11 0-4-8.0-0-91. f3-0-5-0.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 029 Vert(LL) 001 7-8 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 017 Vert(TL) -0 02 7-8 >999 180 BCLL 00 ' Rep Stress Incr NO WB 005 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No 3 SLIDER Left 2x4 SP No 3 1-10-10 REACTIONS. ( lb/size) 1=385/0-1-8, 5=460/0-8-0 Max Horz 1=-43(LC 8) Max Uplrftl=-182(LC 8), 5=-221(LC 8) Max Grav 1=408(LC 29), 5=475(LC 30) FORCES. ( lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=534/262, 3-16=532/251, 4-16=532/251, 4-5=-615/263 BOT CHORD 1-8=170/465, 8-17=170/471, 7-17=170/471, 5-7=-187/519 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat II, Exp B, Part Encl , GCpi=O 55, 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) Bearing at )oint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ()t=lb) 1=182, 5= 221 9) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Gap between inside of top chord bearing and first diagonal orverticalweb shall not exceed 0 500in 11) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 169 lb down and 175 lb up at 2-4- 0. and 99 lb down and 74 lb up at 4-2-0, and 148 lb down and 155 lb up at 6-0-0 on top chord, and 47 lb down and 21 Ib up at 2-4- 0, and 23 lb down and 8 lb up at 4-2-0, and 53 lb down and 8 lb up at 5-11-4 on bottom chord The design/selection of such connection device( s) is the responsibility of others 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads ( plf) Vert. 1- 3=60, 34=-60, 4-6=-60, 9-13=-20 Continued on Daoe 2 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - VwMy design paramwers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MR-7473 rw. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not e truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Lq fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrP11 Quality Criteria, DSB49 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 Qty Ply Park Sq/ Sundance- 1 730-A T72176650 P1730A C2 HIP 1 1 31 Mid -Florida Lumber. Barlow. FL LOAD CASE(S) Standard Concentrated Loads (lb) Vert3=11(F) 4=11(F) 8=-18(F) 7=-20(F) 16=-5(F) 17=-9(F) 7 640 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 44 2017 Page 2 ID 3zzrE5595gHBgKdROwR6OYzkwee-gp6JVb203FWub7MIoXEdYhrfmAYQi wL35K9rWyX5sn Q WARNING - VrNy dasign paramours and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 116II.7473 ray. 1010312015 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 yerlty the applicability of design parameters and properly Incorporate this design into the overall building design Bracing indicated Is to prevent buckling of indmtlual truss web and/or chord members only Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Critena, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/ Sundance-1730-A T72176651 P1730A CJ1 JACK 17 1 Mid-Flonda Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 45 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-101hIx30gZelDHxxMEls5uOylawERRuUll31NyyX5sm 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 125 TC 0.06 TCDL 100 Lumber DOL 1.25 BC 0.01 BCLL 00 ' Rep Stress Incr YES WB 000 BCDL 10.0 Code FBC2014rrPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 REACTIONS. (lb/size) 3=12/Mechanical, 2=124/0-3-8, 4=3/Mechanical Max Horz 2=42(LC 8) Max Uplift3=-5(LC 5), 2=-64(LC 8) Max Grav 3=13(LC 13), 2=124(LC 1). 4=12(LC 3) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. Scale = 1 7 1 9d 2x4 = DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) -0 00 7 >999 240 MT20 244/190 Vert(TL) -0 00 7 >999 180 Horz(TL) -0 00 2 n/a n/a Weight5 lb 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, B=45ft, L=24ft, eave=4ft, Cat II, Exp B, Encl , GCpi=O 18; MWFRS (directional); Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2 6) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysts and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling or individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the labncation, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandra. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/ Sundance-1730-A T12176652 P1730A CJ3 JACK 14 1 Mid -Florida Lumber, Bartow,FL 7 640 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 45 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-IDfhlx3OgZelDHxxMEls5uOxgawORRuUI131NyyX5sm 1-0-0 3-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1 25 TIC 008 TCDL 100 Lumber DOL 1.25 BC 006 BCLL 00 ' Rep Stress Incr YES WB 000 BCDL 100 Code FBC2014/rP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 REACTIONS. (lb/size) 3=65/Mechanical, 2=201/0-3-8, 4=29/Mechanical Max Horz 2=74(LC 8) Max Uplrft3=-34(LC 8), 2=67(LC 8) Max Grav 3=65(LC 1). 2=201(LC 1), 4=46(LC 3) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown Scale = 1 12 3 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0 00 4-7 >999 240 MT20 244/190 Vert(TL) -0 01 4-7 >999 180 Horz(TL) 000 2 n/a n/a Weight 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind ASCE 7-10, Vint=140mph (3-second gust) Vasd=108mph. TCDL=4.2psf, BCDL=3 Opsf, h=25ft; B=45ft, L=24111, eave=4ft, Cat II, Exp B, Encl , GCpi=0.18, MWFRS (directional), Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Vent y design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11-7477 ray. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a miss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/ Sundance- 1 730-A T72176653 P1730A CJ5 JACK 14 1 Mid -Florida Lumber, Bartow, FL. 7 640 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 46 2017 Page 1 ID 3zzrE5595gHBgKGROwR6OYzkwee-mCD3wH4ebsmcrRW7wyG5e6w4v_EnAu8eXPpGvOyX5sl 1-0-0 - 5-0-0 2x4 = 5-0-0 5-0-0 Scale = 1 17 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.25 Vert(LL) -0 01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 018 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matnx-M) 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 purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 3=111/Mechanical, 2=298/0-3-8, 4=46/Mechanical Max Horz 2=108(LC 8) Max Uplift3=-60(LC 8), 2=-82(LC 8) Max Grav 3=111(LC 1), 2=298(LC 1), 4=76(LC 3) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10, Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3 Opsf, h=25ft, 13=451t, L=24ft, eave=oft, Cat. 11, Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip COL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2 6) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify dasrgn parametrs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 — 1010312015 BEFORE USE. Design valid for use only with MiTekV connectors This design is based only upon parameters shown, antl is for an individual budding component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing FSisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-99 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 Ply Park Sq/ Sundance-1730-A T12178854lJobP1730AF1ROOFTRUSS31 Reference (optionall 0-1-8 H'1^ 1 4x4 = 1.3 = 1x3 = 1 2 3 To 33 32 31 1x3 II 4.4 = r wu sAug io[u I r Mi i exmousmes, Inc iue uctua I b w 41 ZU11 rages ID 3zzrE5595gHBgKdROwR6OYzkwee-EOnR8d5GMAuTSb5KTfoKAJT5NOPXvCZnl3YpSryX5sk of 1 18Scale = 1 51 3 3x4 = 1.3 = 3x6 FP = 3x6 = 4x8 = 3x4 = 1x3 II 1x3 = 4 5 6 7 8 9 10 11 12 13 14 15 0 37 T 36 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 1x3 II 3x6 FP = 4x6 = 3x4 = 1x3 II 3x4 = 1x3 II tx3 t 3x6 = 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 084 Vert(LL) 014 18-19 >999 360 MT20 244/190 TCDL 100 Lumber DOL 1 00 BC 085 Vert(TL) 0 22 18-19 >748 240 BCLL 00 Rep Stress Incr YES WB 063 Horz(TL) 0.04 16 n/a n/a BCDL 5.0 Code FBC2014ITP12007 Matnx) Weight 155 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No 2(flat) *Except* end verticals. 16- 25 2x4 SP No. 1(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No 3(flat) *Except* 1- 33,15-16 2x4 SP No.2(flat) REACTIONS. ( lb/size) 33=743/0-8-0, 16=568/0-8-0, 23=1935/0-8-0 Max Grav 33=776(LC 3), 16=652(LC 4), 23=1935(LC 1) FORCES. ( lb) -Max Comp /Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 33-34=-771/0, 34-35=-771/0, 1-35=-771/0, 16-36=-643/0, 36-37=-643/0, 15-37=-643/0, 1- 2=724/0, 2-3=-1769/0, 3-4=-2204/0, 4-5=-2240/0, 5-6=-1912/0, 6-7=-1038/137, 7- 8=1038/137, 8-9=0/861, 9-10=0/1132, 10-11=986/567, 11-12=-1496/235, 12- 13=-1496/235, 13-14=-1391/0, 14-15=587/0 BOT CHORD 31-32=0/1392', 30-31=0/2123, 29-30=0/2240, 28-29=0/2240, 27-28=0/2240, 26-27=011604, 25-26=-357/441, 24-25=357/441, 23-24=-1855/0, 22-23=1855/0, 21-22=826/555, 20-21=-235/1496, 19-20=-235/1496, 18-19=26/1577, 17-18=0/1138 WEBS 9-23=-1904/ 0, 1-32=0/984, 9-24=011323. 2-32=-929/0, 8-24=1248/0, 2-31=0/525, 8-26=0/887, 3-31=491/0, 6-26=841/0, 6-27=0/499, 5-27=-584/0, 5-28=-58/252, 15-17=0/798, 9-22=0/1136, 14-17=-767/0, 10-22=-1043/0, 14-18=-25/351,1D-21=0/744, 13-18=-258/122, 11-21=-905/0, 13-19=-430/0, 11-20=0/299 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated 3) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design pam-fors and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 raw. f0/03/2015 BEFORE USE. Design valid for use only with MiTeM connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing I always required for stability and to prevent collapse with possible Personal injury and property damage For general guidance regarding the MEG fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTP11 Quality CAtena, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/ Sundance-1730.A T12176655 P1730A F1A GABLE 1 1 m,u-nor oa Lumoer. eanow, I D-48 i au snug ro cu, r mii ex mousmes, me ,ue —w,o— rcu,i rage, ID 3zzrE5595gHBgKdROwR6OYzkwee-EOnR8d5GMAuTSb5KTfoKAJTHDOcevLvnl3YpSryX5sk 0-k8 Scale = 1 49 1 3x6 FP = 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 19 20 21 22 23 24 25 gI) J?4 53 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x6 FP = 10-10-14 25-10.e 10.e-0 12-0-0 14-11-4 16-6-e 20-0-e 24-0-025-9.0 1-4-0 2-6-06-e-0 e 0 94-0 fOJ-0 1 -5 13-4-0 14-0-0 2 17-10-e 19-2-e 20.5J 21-1 :1 1 - 24.5- 1- 27-2-0 26.6-0 29-10.e 1-0-o t-o J-o 1J-o J-o 1-0 o-e - - 4 a 1 t-o 1-0 0- + t-0 1 4-0 1 4-o t-2nz 1-0 +o t-zaz 4i1 0- -a J-o J-o 0-be0-6-6 0.3-4 0-1-4 0-1-4 0-7-14 1-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 008 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10 0 Lumber DOL 1.00 BC 001 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES W 3 003 Horz(TL) 000 26 n/a n/a BCDL 50 Code FBC2014rrPI2007 Matrix) Weight: 129 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No 2(flat) end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 SP No 3(flat) REACTIONS. All bearings 29-10-8 lb) - Max Grav All reactions 250 Ib or less at joint(s) 50, 26, 27, 28, 29. 30. 31, 32, 33, 34, 35, 36, 37, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 38 FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) 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 1-4-0 oc 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 7) CAUTION, Do not erect truss backwards. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with M,Tek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing w Is1 is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the i?l fabrication, storage, delivery,:rection and bracing of trusses and truss systems, see ANSIRPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information availabIrom Truss Plate Instnule, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/ Sundance-1730-A T12176656 P1730A F2 ROOF TRUSS 4 1 Job 0-1-8 Hi 1 4x4 = 1x3 = 1x3 = 3x4 = 1 2 32 1 1 3x3 = 3x3 = 34 = 34 FP = 1x3 II 3x4 = 3 4 5 6 7 8 ID 3zzrE5595gHBgKdROwR6OYzkwee-iaLgLz5u7UOK4lgW1NJZjX?GcnlTecnxJlM_HyX5sj i Scale = 1 44 1 3x4 = 44 = 5x10 = 1x3 II 4.4 = 3x6 = 9 10 11 12 13 14 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1 5x4 II 4x6 = 3x4 = 3x3 = 3x3 = 1x3 II 3x4 = 3x4 = 3x6 FP = 5x8 = 3x3 II 4x6 = 1x3 II 4x4 = 3x3 I 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 087 Vert(LL) -0 32 25-26 >768 360 MT20 2441190 TCDL 10.0 Lumber DOL 1 00 BC 1 00 Vert(TL) -0 49 25-26 >496 240 BCLL 00 Rep Stress Incr YES WB 0 82 Horz(TL) 007 19 n/a n/a BCDL 50 Code FBC2014rTP12007 (Matnx) LUMBER- BRACING - TOP CHORD 2x4 SP No. 1(flat) *Except* TOP CHORD 1-5 2x4 SP No.2(flat) BOT CHORD 2x4 SP No. 1(flat) BOT CHORD WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 30=98910-8-0, 15=197/0-3-8, 19=2008/0-3-8 Max Uplift 15=429(LC 3) Max Grav 30=992(LC 10). 15=176(LC 4), 19=2008(LC 1) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 30-31=985/0, 31-32=-985/0, 1-32=-985/0, 14-15=-183/403, 1-2=-958/0, 2-3=2445/0, 3-4=3338/0, 4-5=-3657/0, 5-6=-3657/0, 6-7=3558/0, 7-8=-3558/0, 8-9=-2577/0, 9-10=1220/0, 10-11=0/914, 11-12=-17/1258, 12-13=17/1258, 13-14=-65/526 BOT CHORD 28-29=0/1852, 27-28=013009, 26-27=0/3651, 25-26=0/3558, 24-25=0/3558, 23-24=0/3132, 22-23=0/2031, 21-22=0/2031, 20-21=0/443, 19-20=-2211/0,'18-19=-2211/0, 17-18=1258/17, 16-17=-1258/17 WEBS 11-19=-2172/0, 1-29=0/1303, 11-20=0/1730, 2-29=-1242/0, 10-20=-1582/0, 2-28=0/825, 10-21=0/1192, 3-28=-785/0, 9-21=-1144/0, 3-27=0/458, 9-23=0/772, 4-27=-435/0, 8-23=-788/0, 8-24=01770, 6-26=244/367, 6-25=-265/44, 7-24=-290/0, 14-16=700/87, 11-18=0/1454, 13-16=0/995, 12-18=-427/0, 13-17=-551/0 1- Weight: 136 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 15 3) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 5) CAUTION, Do not erect truss backwards Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED All REFERENCE PAGE Mll-7473 - fa/0.7/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is aways 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 ANSIfTPI1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq/ Sundance- 1 730-A T72176657 P1730A F2A ROOF TRUSS 1 1 0.1-8 H HMI 2 b4U s AUg lb LUl f MI 1 eK Industries, me I ue oc: u3 1 b 04 492017 Pagel ID 3zzrE5595gHBgKdROwR6OYzkwee-AnvCYJ6WunBBivEib4goFkYQcB4GN2V4DN1wWjyX5sl r- Scale = 1 44 0 3x6 FP = - lx4 II 4x4 = 3x5 = 4.5 = 6x12 = 05 = 3x6 = 3 4 5 6 7 8 9 10 11 12 13 IT 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 1 5.4 11 4.5 = 1x4 4x4 = 3x5 = 3x6 FP = 5x8 = 4.6 = 4x5 = 4x5 = 6x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 400 Plate Grip DOL 1 00 TC 092 Vert(L-) 0 32 23-24 778 360 TCDL 100 Lumber DOL 1.00 BC 090 Vert(TL) 0 50 23-24 500 240 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 005 17 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) PLATES GRIP MT20 244/190 Weight. 136 lb FT = 20 % F, 11 % E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) *Except* TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except 4-13 2x4 SP No 1(flat) end verticals BOT CHORD 2x4 SP SS(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 14-20: 2x4 SP No.2(flat) WEBS 2x4 SP No 3(flat) REACTIONS. (lb/size) 28=960/0-3-8, 14=-201/5-5-0, 17=4753/5-5-0, 15=-540/5.5-0, 16=405/5-5-0 Max Uplift 14=201(LC 1), 15=-540(LC 1), 16=-405(LC 1) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 28-29=-953/0, 29-30=-953/0, 1-30=-953/0, 1-2=-924/0, 2-3=-2343/0, 3-4=3172/0, 4-5=3172/0, 5-6=-3420/0, 6-7=-3204/0, 7-8=3204/0, 8-9=-1917/0, 9-10=386/0, 10-11=0/1790, 11-12=0/2431, 12-13=0/356 BOT CHORD 26-27=0/1785, 25-26=0/2871, 24-25=0/3463, 23-24=0/3204, 22-23=0/3204, 21-22=0/2591, 20-21=0/1290, 19-20=0/1290, 18-19=-568/0, 17-18=3162/0, 16-17=-3216/0, 15-16=-1265/0 WEBS 11-17=-4654/0, 1-27=0/1256, 11-18=0/1800, 2-27=-1197/0, 10-18=-1698/0, 2-26=0/777, 10-19=0/1327, 3-26=-735/0, 9-19=-1258/0, 3-25=0/418, 9-21=0/872, 5-25=-405/0, B-21=-937/0, 8-22=0/976, 6-24=162/480, 6-23=-333/0, 7-22=-386/0, 13-15=-474/0, 12-15=0/1265, 12-16=-1621/0, 11-16=0/1680 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 lb uplift at joint 14, 540 lb uplift at joint 15 and 405 lb uplift at joint 16 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=1.00, Plate Increase=l 00 Uniform Loads (plf) Vert 14-28=-10, 1-13=-100 Concentrated Loads (lb) Printed copies of this document are Vert 11=1775 not considered signed and sealed and the -signature -must be verified on any electronic copies Q WARNING -Vrify tlynesi artparametersandREADNOTESONTHISANDINCLUDEDMITEKREFERENCEPAGEMl1-7173 rw 10/01/2015 BEFORE USE. Design valid for use only with MiTeM connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Kim building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the QUIR fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Ouallty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 job Truss Truss Type Oty Ply Park Sq/ Sundance.1730-A T72176658 P1730A F3 ROOF TRUSS 3 1 MIa-Floriaa Lumber, eanow, FL 0-1-8 H 1 1-3-0 4x4 = 1x3 = I 1x3 = 3x4 = 1 2 1 3x3 = 3x3 = 3x3 = 3x6 FP= 1x3 II 3x4 = 3 4 5 6 7 8 b4u s Aug 1b 2u1 / w i eK industries, Inc I ue Lim W i b u4 bV zul / rage 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-ezTamf78f5G2J2pv9oL1oy5cFb006V2ES1nT2AyX5sh f-1 Scale = 1 43 8 1x3 II 3x4 = 4x6 = 5x10 = 4x4 = 3x6 = 9 10 11 12 13 14 p 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1 5x4 11 4x6 = 3x4 = 3x3 = 3x3 = 1x3 II 3x4 = 3x4 = 3x6 FP = 54 = 3x3 II 4x6 =lx3 II 4x6 = 3x3 4x6 = 20.5.4 25-5-4 20-5-4 I 5-0-0 Plate Offsets (X.Y)- I1 Edge.0-1-81, 113 0-1-8,Edgel, [18 0-1-8.Edgel, f24 0-1-8.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TC 0.86 Vert(LL) -0 30 25-26 >815 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 0.99 Vert(TL) -0 46 25-26 >526 240 BCLL 00 Rep Stress Incr YES WB 0 B4 Horz(TL) 006 19 n/a n/a BCDL 50 Code FBC2014rrPI2007 Matrix) Weight 135 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No. 1(flat) *Except* TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except 1-5 2x4 SP No.2(flat) end verticals BOT CHORD 2x4 SP No 1(flat) BOT CHORD Rigid telling directly applied or 2-2-0 oc bracing WEBS 2x4 SP No 3(flat) REACTIONS. (lb/size) 30=962/0-8-0, 15=-362/0-3-8, 19=2164/D-3-8 Max Uplift 15=573(LC 3) Max Grav 30=964(LC 10). 15=110(LC 4), 19=2164(LC 1) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 30-31=957/0, 31-32=-957/0, 1-32=-957/0, 14-15=-1171551, 1-2=928/0, 2-3=2357/0, 34=3193/0, 4-5=-3452/0, 5-6=-3452/0, 6-7=3310/0, 7-8=-3310/0, 8-9=-2255/0, 9-10=-843/ 0, 10-11=0/1302, 11-12=0/1550, 12-13=0/1550, 13-14=0/686 BOT CHORD 28- 29=0/1793, 27-28=0/2892, 26-27=0/3478, 25-26=013310, 24-25=0/3310, 23-24=0/2841, 22-23=0/ 1682, 21-22=0/1682, 19-20=-2618/0, 18-19=-2618/0, 17-18=1550/0, 16-17=-1550/ 0 WEBS 11-19=- 2304/0, 1-29=0/1262, 11-20=0/1759, 2-29=-1202/0, 1D-20=-1617/0, 2-28=0/785, 10-21=0/ 1230, 3-28=-744/0, 9-21=-1180/0, 3.27=0/418, 9-23=0/805, 4-27=-397/0, 8-23=-827/ 0, 8-24=0/808, 6-26=200/405, 6-25=-278/28, 7-24=-305/0, 14-16=914/0, 11-18=0/ 1603, 13-16=0/1174, 12-18=-445/0, 13-17=-651/0 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 573 lb uplift at joint 15 3) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 5) CAUTION, Do not erect truss backwards Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • Verity des/pn paameters and READ NOTES ON THIS AND INCLUDED aOTEK REFERENCE PAGE 41II-7473 rw 10N3/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building tlesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing TSw.la4 is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the j fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq/ Sundance-1730-A' T12176659 P1730A F4 ROOFTRUSS 2 1 Mlo-rionaa uim Der, canoes, rl 0-1-8 H; 1 0 5 4 4x6 = 1x3 = 1x3 = 4x4 = 1 2 i 1 1x3 II 3 4 5 6 i- s rug io m r t Mi i ex inausr 7,inc iueum -iow of -it rage1 ID 3zzrE5595gHBgKOROwR6OYzkwee-79l yz_BnQPOvxCO51VsGL9dl1?k2r_vNghWObcyX5sg Scale = 1 35 6 3x6 FP = 4x4 = 4x6 7 e 9 10 11 15x4 11 4x6 = 3x6 MT20HS FP = 1x3 4x4 = 4x6 = 1 5x4 SP = 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 40.0 Plate Grip DOL 1 00 TC 093 Vert(LL) -0 41 16-17 >605 360 TCDL 10.0 Lumber DOL 1 00 BC 1.00 Vert(TL) -0 64 16-17 >388 240 BCLL 0.0 Rep Stress Incr YES WB 073 Horz(TL) 0.09 12 n/a n/a BCDL 50 Code FBC2014lrP12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No 2(flat) *Except* 12-20. 2x4 SP DSS(flat) BOT CHORD WEBS 2x4 SP No 3(flat) REACTIONS. (lb/size) 23=1131/D-8-0, 12=1131/0-8-0 FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 23-24=-112410, 24-25=-1124/0, 1-25=-1124/0, 11-12=1123/0, 1-2=-1108/0, 2-3=2887/0, 3-4=-4047/0, 4-5=-4768/0, 5-6=4768/0, 6-7=-4679/0, 7-8=-4084/0, 8-9=2920/0, 9-10=-2920/0, 10-11=-1158/0 BOT CHORD 21-22=0/2144, 20-21=0/3596, 19-20=0/3596, 18-19=0/4495, 17-18=0/4768, 16-17=0/4768, 15-16=0/4526, 14-15=0/3621, 13-14=0/2191 WEBS 11-13=0/1541, 1-22=0/1506, 10-13=1436/0, 2-22=-1441/0, 10-14=0/1014, 2-21=0/1033, 8-14=-976/0, 3-21=-987/0, 8-15=0/644, 3-19=0/626, 7-15=-615/0, 4-19=-624/0, 7-16=-27/397, 4-18=85/671, 6-16=-468/234 PLATES GRIP MT20 244/190 MT20HS 187/143 Weiaht 108 lb FT = 20%F. 11 %E Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except, 1-4-12 oc bracing 19-21 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated 3) All plates are 3x3 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 20 = 11 % 5) "Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 7) CAUTION, Do not erect truss backwards Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify daslgn parama/ars and READ NOTES ON Ties AND INCLUDED M1TEK REFERENCE PAGE 11111-7473 rev IOM312015 BEFORE USE. Design valid for use only with MiTek® 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 verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web antl/or chord members only Additional temporary and permanent bracing k '4rx.lsl is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the rf1F 1 Ci 1 fabrication, storage, delivery. erection and bracing of trusses and truss systems, we ANSlrTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/ Sundance-1730-A T12176660 P1730A F5 ROOFTRUSS 4 t 0.1-8 H 1 1 4x4 = 2 F_9_1 14 II 3 4 5 6 a „ug i o talc miien niuuauiaa, uia= sue vuw uw uccuir rages ID 3zzrE5595gHBgKdROwR60Yzkwee-bMaKBK9PBi ;;MzHGDNVt' Ay;l 4ZaRWWvLGa72yX5sf 3x6 FP = 4x4 = 7 8 9 10 1 5x4 II 4x6 = 3x6 MT20HS FP = 1x3 I I 4x4 = 4x6 = 4x4 = 1 5x4 SP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid TCLL 400 Plate Grip DOL 1.00 TC 083 Vert(LL) -0 38 16-17 >624 360 TCDL 100 Lumber DOL 1.00 BC 099 Vert(TL) -0 60 16-17 >400 240 BCLL 00 Rep Stress Incr BYESW071 Horz(TL) 010 12 n/a n/a BCDL 50 Code FBC20141TP12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD BOT CHORD 2x4 SP No 2(flat) 'Except* 12- 20 2x4 SP No 1(flat) BOT CHORD WEBS 2x4 SP No 3(flat) REACTIONS. ( lb/size) 23=1100/0-7-4, 12=1100/Mechanical FORCES. ( lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 23-24=-1093/0, 24-25=1093/0, 1-25=-1093/0, 11-12=1093/0, 1-2=-107510, 2- 3=2789/0, 3-4=-3889/0, 4-5=-4522/0, 5-6=4522/0, 6-7=-4453/0, 7-8=-3922/0, 8- 9=2821/0, 9-10=-2821/0, 10-'11=1123/0 BOT CHORD 21-22=0/2079, 20-21=0/3468, 19-20=0/3468, 18-19=0/4301, 17-18=0/4522, 16-17=0/4522, 15- 16=0/4331, 14-15=0/3491, 13-14=0/2124 WEBS 11-13=0/1495, 1-22=0/1461, 10-13=1392/0, 2-22=-1397/0, 10-14=0/970, 2-21=0/988, 8- 14=-932/0, 3-21=-944/0, 8-15=0/599, 3-19=0/586, 7-15=-569/0, 4-19=-572/0, 7- 16=-70/352, 4-18=117/569, 6-16=385/220 Scale = 134 7 4x6 = 11 i PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 1 D6 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except 2- 2-0 oc bracing 19-21,17-18,16-17. NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are MT20 plates unless otherwise indicated 3) All plates are 3x3 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 20 = 11 % 5) Refer to girder(s) for truss to truss connections 6) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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. 8) CAUTION, Do not erect truss backwards. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 - 1010312015 BEFORE USE. Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlrrPlt Quality Criteria, DSB49 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 Qty Ply Park Sq/ Sundance-1730-A T12176fi61 P1730A F7 ROOF TRUSS 1 i Mia-riorlda LumDer, Bartow, FL r b4d s Aug tb 2u1 / MI I eK industries, me I us um u3 1 b u4 b3 zui / Nage 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-3Y8jOg91y0edAWYTgwukQajDgofFJ31g8_?7fVyX5se 0 8 Scale = 122 3 1x3 = ` 1x3 = 1x3 3x6 = 1 2 3 4 5 6 7 1 0 f 1 15 14 13 12 11 10 9 8 1x3 II 1x3 II 13-3-4 13-3-4 LOADING (I SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 039 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 100 Lumber DOL 100 BC 006 Vert(TL) n/a n/a 999 BCLL 00 Rep Stress Incr YES WB 005 Horz(TL) 000 8 n/a n/a BCDL 50 Code FBC2014/TP12007 Matrix) Weight 70 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 SP No 2(flat) end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing 12-13,11-12 REACTIONS. All bearings 13-1-12. lb) - Max Grav All reactions 250 Ib or less at joint(s) 15, 8, 9, 14, 13, 11, 12 except 10=303(LC 1) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown NOTES- 1) All plates are 3x3 MT20 unless otherwise indicated 2) Gable requires continuous bottom chord bearing. 3) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 5) CAUTION, Do not erect truss backwards Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design P.—Iiiin and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 1118I1.7473 rev 1010312015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated Is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is alwaWr ysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq/ Sundanoe-t 730-A I T72170662 P1730A Fe ROOF TRUSS 1 1 Mla-f-lOnaa Lumber, 68nOw, FL a1-e H `1-3-0i 1 1 14 13 uy i rryv , ID 3zz1E5595gHBgKdROwR60Yzkwee-Xki5c0AfjKnTog7gOdQzyoFOeCw82SppMelhBxyX5sd 1 11 1x3 I tx3 11 3x6 = 2 3 4 5 6 1x3 1x3 = REF 11 1x3 11 10 9 e 7 Scale = 1 17 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 039 Vert(LL) 0.02 8-9 999 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 027 Vert(TL) 004 8-9 999 240 BCLL 0.0 Rep Stress Incr YES WB 028 Horz(TL) 001 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight 51 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No 2(Flat) end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 12=495/0-8-0, 7=495/Mechanical FORCES. ( lb) - Max. Comp /Max. Ten -All forces 250 (lb) or less except when shown TOP CHORD 12-13=-491/0, 13-14=-491/0, 1-14=-491/0, 6-7=-491/0, 1-2=-419/0, 2-3=-907/0, 3-4=-907/0, 4-5=-907/0, 5- 6=436/0 BOT CHORD 10-11=0/794, 9-10=0/907, 8-9=0/808 WEBS 6-8=0/580, 1-11=0/569, 5-8=-518/0, 2-11=-523/0, 5-9=-5/263, 2-10=0/274 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are 3x3 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections 4) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. IOM312015 BEFORE USE Design valid for use only with MiTek40 connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 130 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Cnteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sql Sundance-1730-A T72176663 P1730A F9 ROOF TRUSS 2 1 miu nunua coin o.n c i o s mug io zv i i mi ex inaumnes, inc i ue um w i o w - zu r rage i q 3x6 ID 3zzrE5595gHBgKdROwR6OYzkwee-Xkl5c0AfjKnTog7gOdOzyoFTyC_Y2VwpMelhBxyX5sd 1-3-0 1x3, u = I —I 1 34 = 2 3 1x3 II 4 Scale = 1 9 6 3x3 = 3x3 = 8 7 6 5 3x3 11 3x3 11 i 1-SO i 1-&0 i 1 I 3-0-0 1 1•SO 0.3-0 0.30 1-SO LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud TCLL 400 Plate Grip DOL 1.00 TC Oil Vert(LL) 0 00 6 999 360 TCDL 100 Lumber DOL 1 00 BC 006 Vert(TL) 0.D0 7 999 240 BCLL 00 Rep Stress Incr YES WB 008 Horz(TL) 000 5 n/a n/a BCDL 50 Code FBC2014/TP12007 Matrix) LUMBER- BRACING - PLATES GRIP MT20 244/190 Weiaht 24 lb FT = 20%F. 11 %E TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except BOT CHORD 2x4 SP No 2(flat) end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 8=170/Mechanical, 5=170/Mechanical FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections 3) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design paramafars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7177 rw 10/03/I015 BEFORE USE. 1 Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlrrPl1 Quality Cmeria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Perk Sq/ Sundance-1730-A T12176664 P1730A FT1 ROOFTRUSS 1 3 mia Wawa lumu Dun-,nuy io rage ID 3zzrE5595gHBgKc1ZwR60Yzkwee-IxGTpMBHTdvKQgisxLxCV?oRBc7anlLzblUEkNyX5sc 2-53 4$10 7-0-1 918 11-7-0 11-10-7 161-14 18-55 20-10-8 2-5-3 2_" 2-37 2-37 2-3-7 2.3-7 2-37 2-3-7 2•S3 Scale = 1 36 2 74 = 1 5x4 II 4x12 = 1 5.4 I 4x8 = 1 2 3 4 21 5 4x4 = 5x6 = 4x12 = 1 5x4 17x6 = 6 22 7 8 9 10 20 4x4 I 7x10 = 2.4 I 8x12 MT20HS = 2x4 I 4x4 = 4x10 = 2x4 I 7x10 = 4x4 I 2-53 4-&10 7-0-1 9-3-8 11-7-0 13-10.7 16-1-14 i 18-SS 20.10.8 2-53 237 2 _7 2-37 237 237 237 2 Plate Offsets (X.Y)- f7 0-3-0.0.3-41. 111 Edge.0-3-81, 117 0-6-0.0-5-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1 00 TC 091 Vert(LL) 0 64 15-16 >388 360 MT20 244/190 TCDL 100 Lumber DOL 100 BC 0.84 Vert(TL) 1 00 15-16 >248 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 090 Horz(TL) 010 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matnx-M) Weight. 348 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 1 D 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 7-10 2x4 SP No 1 end verticals BOT CHORD 2x6 SP DSS BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No 3 'Except' 1-19,3.19,3-17,5-17,5-15,6-14,8-14,8-12,10-12 2x4 SP No 2 REACTIONS. (lb/size) 20=4894/0-7-4, 11=4894/0-8-0 Max Uplrft20=1318(LC 4), 11=1318(1_C 5) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-20=-4341/1177, 1-2=-9464/2542, 2-3=-9464/2542, 34=21509/5733, 4-21=-21509/5733, 5-21=-21509/5733, 5-6=24455/6478, 6-22=-21462/5720, 7-22=-21462/5720, 7-8=21462/5720, 8-9=-9377/2519, 9-10=9377/2519, 10-11=-4302/1167 BOT CHORD 19-20=-176/651, 18-19=-4696/17534, 17-18=4696/17534, 16-17=-6610/24951, 15-16=-6610/24951, 14-15=-6478/24455, 13-14=-4707/17577, 12-13=-4707/17577, 11-12=-175/646 WEBS 1- 1 9=-2565/9556, 2-19=-926/278, 3-19=-8750/2335, 3-18=-121/522, 3-17=-1170/4310. 4-17=-881/264, 5-17=-3732/1064, 5-16=-104/464, 5-15=-537/212, 6-14=-3246/934, 7-14=-925/275, 8-14=-1145/4212, 8-13=-141/598, 8-12=-8891/2373, 9-12=-921/276, 10-12=-2541/9466 NOTES- 1) 3-ply truss to be connected together with 1 Od (0 131 "x3") nails as follows Top chords connected as follows 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated 3) Wind. ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=25ft, B=45ft, L=24ft, eave=4ft, Cat. II, Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 4) Provide adequate drainage to prevent water ponding 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 7) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1318 lb uplift at joint 20 and 1318 lb uplift at Printed copies Of this document are joint 11. not considered signed and sealed and 9) Girder carries tie-in span(s) 7-0-0 from D-0-0 to 20-10-8, 7-0-0 from 0-0-0 to 20-10-8 the signature must be verified on 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. any electronic Copies M?AJ;bC4W J&e*ndard Q WARNING - Verify design Panmatan and READ NOTES ON THIS AND INCLUDED 11i REFERENCE PAGE 11,4II-7473 rev 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bncir indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing TYw. is 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, see ANSVTPI7 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq/ Sundance-1730-A T12176664 P1730A FT1 ROOF TRUSS 1 Mid -Florida Lumber, Bartow, FL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.00, Plate Increase=l 00 Uniform Loads (plf) Vert 1-10=466, 11-20=-10 7 540 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 55 2017 Page 2 ID 3zzrE5595gHBgKdROwR6OYzkwee-?xGTpMBHTdvKOgisxLxCV?oRBc7anlLzblUEkNyX5sc QWARNING - VanHy, dasrge poramafars and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE 01,111-7477 ray. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design Is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall FT81buildingdesignBracingindicatedistopreventbucklingofindividualtrusswebantl/or chord members only Additional temporary antl permanent bracingisalwaysrequiredforstabilityantltopreventcollapsewithpossiblepersonalInjuryantlpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlrrP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/ Sundance-1734A 1 T12176665 P1730A FT2 FLOOR 131 all Mal-Flonda Lumber, Barlow, FL r 7 640 s Aug 16 2017 MiTek Intlustries, Inc Tue Oct 03 15 04 56 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-T7grOICvEx1B1zH2V2SR2DLeBORrWDf6gyEnGpyX5sb 2-5-7 4-9-2 7-0.12 9-5-4 11-8-14 14-0-9 16-3-0 1 2-5-7 2311 2-3-10 2-4-8 2-3-10 2-3-11 2-2-7 43- Scale = 1 28 6 1 7x6 = 1 5.4 5x8 = 1 5x4 1 5x5 = 2 1 3 4 5 64x4 = 1 5x4 II 5x5 = 3x4 11 7x8 = 2x4 11 8x8 = 2x4 II 2x4 11 6.8 = 3x4 11 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 2-5-7 " 2-3-11 2-3-10 2-4-8 2-3-10 2.3-11 2-5-7 Plate Offsets (X Y)— 113.0-4-0 0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 400 Plate Grip DOL 100 TC 077 TCDL 100 Lumber DOL 1.00 BC 096 BCLL 00 Rep Stress Incr YES WB 089 BCDL 50 Code FBC2014rrPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x6 SP No.1 Except' 9-13: 2x6 SP No 1 D WEBS 2x4 SP No 3 REACTIONS. (lb/size) 16=2677/0-6-12, 9=2221/0-7-4 DEFL. in (loc) I/defl Ud Vert(LL) -0 31 12-13 >620 360 Vert(TL) -0 48 12-13 >404 240 Horz(TL) 0.04 9 n/a n/a BRACING - TOP CHORD BOT CHORD FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-16=-2360/0, 1-2=-5548/0, 2-3=5548/0, 3-4=-14724/0, 4-5=14724/0, 5-6=-10862/0, 6-7=4332/0, 7-8=-4332/0, 8-9=-1871/0 BOT CHORD 15-16=0/345, 14-15=0/11343, 13-14=0/11343, 12-13=0/10862, 11-12=0/10862, 10-11=0/10862, 9-10=0/306 WEBS 5-13=0/4386, 5-12=-1559/0, 3-14=0/640, 1-15=0/5635, 3-15=-6274/0, 3-13=0/3662, 6-11=0/2109, 8-10=0/4360, 6-10=7070/0 PLATES GRIP MT20 244/190 Weight 266 lb FT = 20 Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing, Except. 2-2-0 oc bracing 12-13. ALL CONCENTRATED LOADS MUST BE EQUALLY DISTRIBUTED TO EACH PLY OF THE TRUSS. NOTES- 1) NA 2) 3-ply truss to be connected together with 10d (0 131 "x3") nails as follows: Top chords connected as follows 2x4 - 1 row at 0-7-0 oc Bottom chords connected as follows 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows 2x4 - 1 row at 0-9-0 oc 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated 4) Unbalanced floor live loads have been considered for this design 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysts and design of this truss 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3115 lb down at 7-0-12 on bottom Chord The design/selection of such connection device(s) is the responsibility of others LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads (plf) Vert 1-8=100, 9-16=10 Concentrated Loads (lb) Vert 13=31115(1`) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - verify design parii—tars and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MII-7473 rev. IOM312015 BEFORE USE Design valid for use only with MITek® 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 properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is ahvays 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 ANSIll Oualrty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/ Sundence-1730-A T12176666 P1730A FT3 FLOOR 1 2 miu ntn iu. luiw D.n L / - s —Y io Lv i / MI I CR IriOUSIrIeS, mC l ue vo u l D W nr Zvi f Yage l ID 3zzrE5595gHBgKdROwR6OYzkwee-xJODE2CX?F92f7sF3mzgaQtxfO_OFttF3czLoGyX5sa 4-4-0 . 0-7-12 1 5.4 11 1,5x4 11 4x4 = 1 4x4 = 2 3 4 2x4 11 04 = 2x4 II Scale = 1 17 8 44-0 47-72 4 4-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 028 Vert(LL) -0 01 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 017 Vert(TL) -0 02 7-8 >999 240 BCLL 00 Rep Stress Incr NO WB 006 Horz(TL) 0.00 5 n/a n/a BCDL 50 Code FBC2014/TPI2007 Matnx-M) Weight 102 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No 2 end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing REACTIONS. (lb/size) 8=510/Mechanical, 5=162/0-7-4, 6=990/0-4-0 Max Grav 8=525(LC 3). 5=177(LC 4), 6=990(LC 1) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown. WEBS 3-6=568/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xY) 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 G-9-0 oc Webs connected as follows. 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Unbalanced floor live loads have been considered for this design 4) Refer to girder(s) for truss to truss connections 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 163 lb down at 0-1-12, and 160 lb down at 2-1-8, and 347 lb down at 4-2-8 on bottom chord The design/selection of such connection device(s) is the responsibility of others LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=l 00, Plate Increase=1.00 Uniform Loads (plf) Vert 1-4=100, 5-8=-10 Concentrated Loads (Ib) Vert 8=-163(F) 7=-347(F) 9=160(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vrrfy daslgn pa—Iiiira and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 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 atrusssystem Before use, the building designer must verity the applicability of tlesign parameters and properly incorporate this design into the overall building tlesign Bracing indicated is to prevent buckling of individual truss web antl/or chord members only Additional temporary and permanent bracing115isalwaysrequiredforstabilityantltopreventcollapsewithpossiblepersonalinjuryantlpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sill Sundance-1730-A T12176667 P1730A Fr4 FLOOR 1 n 31) Mid-Flonda Lumber, Bartow, FL i 1 7x5 = 2.4 11 7 640 s Aug 16 2017 MiTek In sines, Inc Tue Oct 03 15 04 57 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-xJODE2CX?F92f7sF3mzgaQtu_QnlFftF3czLoGyX5sa 2-10-9 5.7-7 8-rr0 2-1D-9 2-8.13 2-10-9 Scale = 1 16 3 1 5.4 11 4x4 = 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 0.51 TCDL 100 Lumber DOL 100 BC 098 BCLL 00 Rep Stress Incr NO WB 096 BCDL 50 Code FBC20141TP12007 Matnx-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No 3 Except* 1-7,3-7,4-6. 2x4 SP No.2 REACTIONS. (lb/size) 8=3125/Mechanical, 5=3707/0-6-8 FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-8=2422/0, 1-2=-6405/0, 2-3=-6405/0, 3-4=6421/0, 4-5=-2413/0 BOT CHORD 7-10=016421, 6-10=0/6421 WEBS 1-7=0/6786, 3-6=-256/0, 4-6=0/6804 7x6 = 2x4 11 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -011 6-7 >931 360 MT20 244/190 Vert(TL) -0 16 6-7 >608 240 Horz(TL) 001 5 n/a n/a Weight: 94 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "xW) nails as follows Top chords connected as follows 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows 2x6 - 2 rows staggered at 0-7-0 oc Webs connected as follows 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (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) Refer to girder(s) for truss to truss connections 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1087 Ito down at 1-9-4. 485 lb down at 1-11-0. 1087 Ito down at 3-9-4, 515 lb down at 4-0-0, 1087 Ito down at 5-9-4, and 581 lb down at 7-7-0, and 1089 Ito down at 7-9-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=l 00, Plate Increase=1.00 Uniform Loads (plf) Vert 1-4=100, 5-8=-10 Concentrated Loads (lb) Vert 6=-1087(F) 9=-1572(F=1087, B=-485) 10=1602(1`=-1087, B=515) 11=-1669(1`=1089, B=-581) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • verify design parameters and READ NOTES ON 7F115 AND INCLUDED MITEK REFERENCE PAGE M11.7477 nv, 10/07/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verily the appheability of design parameters and properly incorporate this design into the overall Eau building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Wrok fabrication, storage, delivery, erection and bracing of trusses and truss 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, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/ Sundanoe-1730-A 71217666E P1730A FT5 FLOOR 1 2 M0-1=I0na Lumber, eanow, I-L / tisu s Aug 16 zu1 t mi I ek Industries, me I ue uc1 us a u4 of 2u1 / rape 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-xJODE2CX'F92f7sF3mzga0t_xO_sFrtF3czLoGyX5sa i 2-7-4 5-0-12 F 7-8-0 2-7-4 2-5-8 2-74 Scale = 1 15 5 1 4x4 = 1 5x4 II 2 4x4 = 4x4 = 2.4 11 2x4 11 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. LOADING (pso SPACING- 1-4-0 CSI, DEFL. in loc) Udefl L/d TCLL 400 Plate Grip DOL 100 TC 007 Vert(LL) 0 02 6-7 999 360 TCDL 100 Lumber DOL 1 00 BC 014 Vert(TL) 0 01 6-7 999 240 BCLL 00 Rep Stress Incr NO WB 019 Horz(TL) 000 5 n/a n/a BCDL 50 Code FBC2014rrPI2007 Matnx-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No 2 WEBS 2x4 SP No 3 BOT CHORD REACTIONS. (lb/size) 8=421/0-8-0, 5=419/0-4-0 FORCES. (lb) -Max Comp /Max Ten -All forces 250 (lb) or less except when shown TOP CHORD 1-8=361/0, 1-2=-734/0, 2-3=-734/0, 3-4=-750/0, 4-5=-366/0 BOT CHORD 7-10=01750. 6-10=0/750 WEBS 1-7=0/788, 4-6=0/805 PLATES GRIP MT20 244/190 Weight: 85 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0 131"x3") nails as follows Top chords connected as follows 2x4 - 1 row at 0-9-0 oc Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows: 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads (plf) Vert 14=67, 5-8=-7 Concentrated Loads (lb) Vert. 9=-100 10=100 11=-100 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parametrs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114I1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing RoleisalwaysrequiredforstabilityantltopreventcollapsewithpossiblepersonalinjuryantlpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSV P11 Quality Cntena, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/ Sundance- 1 730-A T72176669 P1730A F76 FLOOR 1 A Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 58 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-PWycRODAmYHvHHORdTUv7e09MpJC_IOPHGIuKiyX5sZ 2-7-4 r>2-8 2-7-4 2-7-4 Scale = 1 11 0 1 4x4 = 2 4x4 = 31 5.4 II 2x4 II 4x4 = I 2-7-4 2-7-4 5-2-8 2-7-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TC 009 Vert(LL) -0.01 5 >999 360 MT20 244/190 TCDL 100 Lumber DOL 1 00 BC 0.20 Vert(TL) -0 01 5 >999 240 BCLL 00 Rep Stress Incr NO WB 017 Horz(TL) 000 4 n/a n/a BCDL 50 Code FBC2014/TPI2007 Matrix-M) Weight 58 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins, except BOT CHORD 2x6 SP No 2 end verticals. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 6=590/Mechanical, 4=623/0-4-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-6=371/0, 1-2=-683/0 BOT CHORD 5-8=0/683, 4-8=0/683 WEBS 1-5=0/733, 24=733/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "xY) nails as follows Top chords connected as follows 2x4 - 1 row at 0-9-0 oc Bottom chords connected as follows. 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 163 lb down at 0-1-12, and 160 lb down at 2-1-8, and 348 lb down at 4-2-8 on bottom chord The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=l 00, Plate Increase=l 00 uniform Loads (plf) Vert. 1-3=100, 4-6=-10 Concentrated Loads (lb) Vert 6=-163(B) 7=-160(B) 8=348(13) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • Varlry daupn panmatars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 nv. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of and vidual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the in fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality criteria, DSBdp and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq/ Sundance-1730-A T72176670 P1730A FT-7 FLOOR 1 1 mio-rionoa wmoer, oanoa, rL au s n 9 io u i r mi i ex in sines, me i ue — w i o u+ - — r rage I ID 3zzrE5595gHBgKdROwR60Yzkwee-PWycRODAmYHvHHQRdTUv7eQ51pJA_K6PHGjuKiyX5sZ 3-4-0 3-4-0 1 3x6 = 2 1 5x4 11 Scale = 19 6 4 2x4 II 3 44 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 036 Vert(LL) 0.01 3-4 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 020 Vert(TL) 0 01 3-4 999 240 BCLL 0.0 Rep Stress Incr NO WB 0 00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-M) Weight 19 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc puffins, except BOT CHORD 2x6 SP No 2 end verticals. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=357/Mechanical, 3=357/Mechanical FORCES. (lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown NOTES- 1) Refer to girder(s) for truss to truss connections 2) "Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=l 00, Plate Increase=l 00 Undone Loads (plf) Vert: 1-2=100, 3-4=135(1`=-125) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verity design param ifars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7477 rev. 1010312015 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 applicability of design parameters and properly incorporate this design into the overall budd,ng tlesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Addaional temporary antl permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of Crosses and truss systems, see ANSIrTPI1 Quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/ Sundance- 1 730-A T72176671 P1730A J3 JACK 3 1 Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 58 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-PWycRODAmYHvHHORdTUv7eO9YpMS K6PHGjuKlyX5sZ 1- 00 3-0-01-a0 3-ao Stale = 1 12 3 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1 25 TC 0.08 TCDL 100 Lumber DOL 1 25 BC 006 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014rrPI2007 Matnx-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=65/Mechanical, 2=201/0-8-0, 4=29/Mechanical Max Horz 2=93(LC 8) Max uplift 3=-51 (LC 8). 2=84(LC 8) Max Grav 3=75(LC 13), 2=201(LC 1), 4=46(LC 3) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.00 4-7 >999 240 MT20 244/190 Vert(TL) -0 01 4-7 >999 180 Horz(TL) 0.00 2 n/a n/a Weight 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft, 13=45ft, L=24ft, eave=4ft, Cat II; Exp B, Part Encl , GCpi=O 55; MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 51 lb uplift at joint 3 and 84 lb uplift at joint 2 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING - Verity daslgn peramafars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 — 1010312015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an mtlrvWual 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 bmlding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 19 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPh Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/ Sundance-1730-A 20 T72176672 P1730A J7 JACK 1 all Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 59 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-uiW fkEoXsPmvR>dAB?8frzDPDdgnMYWwSSt8yX5sY 1-0-0 7-0.0 1-0.0 7-0-0 Stale =122 2 3x4 = Plate Offsets (X Y)— 12 Edge 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.06 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 037 Vert(TL) -0 16 4-7 >510 180 BCLL 00 ' Rep Stress Incr YES WB 000 Horz(TL) 001 2 n/a n/a BCDL 100 Code FBC2014/TP12007 Matrix-M) Weight 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins. BOT CHORD 2x4 SO No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 3=157/Mechanical, 2=397/0-3-8, 4=61/Mechanical r Max Horz 2=141(LC 8) Max Uplift3=-85(LC 8), 2=99(LC 8) Max Grav 3=157(LC 1), 2=397(LC 1), 4=106(LC 3) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf BCDL=3 Opsf; h=25ft, B=45ft, L=24ft, eave=4ft, Cat 11, Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live 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 85 lb uplift at joint 3 and 99 lb uplift at joint 2. 6) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verity dasiyn paramalars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7477 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTekS connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall buildingdesign Bracing indicated is to prevent buckling ofindividual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the MEW fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSIrTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/ Sundance-1730-A 712176673 P1730A KJ3 JACK 1 1 Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Tue Oct 03 15 04 59 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-wW fkEoXsPmvR?dAB?BfrzJfDgX/nMYWwSSt8yX5sY i -1-5-0 4-2-15 1.5-0 4-2-15 Scale 1"=1' 2x4 = 4-2-15 4215 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0 01 4-7 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.13 Vert(TL) 0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 000 2 n/a n/a BCDL 100 Code FBC20141TPI2007 Matrix-M) Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. REACTIONS. (lb/size) 3=91/Mechanical, 2=285/1-0-0, 4=39/Mechanical Max Horz 2=75(LC 21) Max Uplrft3=-41(LC 8), 2=103(LC 8) Max Grav 3=91(LC 1), 2=285(LC 1). 4=64(LC 3) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown. NOTES- 1) Wind ASCE 7-10, Vu11=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft; Cat. 11; Exp B, Encl., GCpi=0.18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members 4) Refer to girder(s) for, truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 Ib uplift at joint 3 and 103 lb uplift at joint 2 6) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 11 lb up at 1-6-12, and 51 Ib down and 11 lb up at 1-6-12 on top chord, and 7 lb down and 2 lb up at 1-6-12, and 7 lb down and 2 lb up at 1-6-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads (plf) Vert. 1-3=60, 4-5=-20 Concentrated Loads (lb) Vert 9=4(F=2,B=2) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - VerNy design parameters and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 — 1010312015 BEFORE USE Design valid for use only with MiTekV connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing Tin Ire is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alex ndn i, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/ Sundance-1730-A T12176674 P1730A KJ3A JACK 1 1 Mid -Florida Lumber. Banow. FL 7 640 s Aug 16 2017 MiTek Industries. Inc Tue Oct 03 15 05 00 2017 Page 1 IW D3zzrE5595gHBgKdROwR6OYzkwee-Mu3Ms3FQIAXdWbagkuNC3VUkd1XSEcilaC?PbyX5sX 13- 10 3- 3-10 Scale = 1 12 1 74 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 016 Vert(LL) 001 4-8 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 008 Vert(TL) -0 01 4-8 >999 180 BCLL 00 ' Rep Stress Incr NO WB 0.00 Horz(TL) 000 1 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 3=88/Mechanical, 4=36/Mechanical, 1=123/0-1-8 Max Horz 1=51(LC 8) Max Upllft3=-60(LC 8), 4=4(LC 8), 1=-34(LC 8) Max Grav 3=92(LC 25), 4=52(LC 3), 1=129(LC 25) 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=25ft, B=45ft; L=24ft, eave=oft, Cat. II, Exp B; Part Encl , GCpi=O 55, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 3, 4 lb uplift at joint 4 and 34 lb uplift at joint 1 8) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0 500in 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 20 lb up at 0-7-8 on top chord, and 7 lb down and 2 lb up at 0-7-8 on bottom chord The design/selection of such connection device(s) is the responsibility of others 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1 25, Plate Increase=1 25 Uniform Loads (plf) Vert 1-3=60, 4-6=-20 Concentrated Loads (lb) Vert 8=2(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vardy daslgn paramafors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 ray. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not e truss system Wore use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlr PI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Ale.ndna, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq/ Sundance-1730-A T121715675 P1730A KJ7 JACK 7 1 Mid-Flonds Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries. Inc Tue Oct 03 15 05 00 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-Mu3Ms3FQIAXdWbagkuWNC3VQfdgxSAGilaC?PbyX5sX 1- 5-0 5-2. 5 9-10-13 1.10 5-2.5 4-8-7 Scale = 1 22 3 3x6 = 5 3x4 = 9-10. 13 9- 10. 13 I Plate Offsets (X.Y)— 12 0-3-O.Edgel LOADING (psf) SPACING- 2-0- 0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20 0 Plate Grip DOL 1 25 TC 042 Vert(LL) -0 22 6-9 >544 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 095 Vert(TL) -0 57 6-9 >206 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.28 Horz(TL) 001 5 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight 40 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins BOT CHORD 2x4 SP No 2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 4=134/ Mechanical, 2=541/0-5-11, 5=292/Mechanical Max Horz 2=142(LC 8) Max Upllft4=-76(LC 8), 2=143(LC 8), 5=-69(LC 8) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-10=-575/ 174, 10-11=-559/183, 3-11=-508/184 BOT CHORD 2-13=-254/ 527, 13-14=-254/527, 14-15=-254/527, 6-15=-254/527 WEBS 3-6=565/273 NOTES- 1) Wind: ASCE 7- 10, Vu1t=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf; h=25ft, B=45ft, L=24ft; eave=oft, Cat II, Exp B, Encl , GCpi=0. 18, MWFRS (directional), Lumber COL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 4, 143 lb uplift at joint 2 and 69 lb uplift at joint 5 6) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysts and design of this truss 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 11 lb up at 1-6-12, 51 lb down and 11 lb up at 1-6-12, 70 lb down and 44 lb up at 4-4-12, 70 Ito down and 44 lb up at 4-4-12, and 93 lb down and 77 lb up at 7-2-11, and 93 lb down and 77 lb up at 7-2-11 on top chord, and 7 lb down and 2 lb up at 1-6-12, 7 lb down and 2 lb up at 1-6-12, 17 lb down at 4- 4-12, 17 lb down at 4-4-12, and 33 lb down at 7-2-11, and 33 lb down at 7-2-11 on bottom chord The design/selection of such connection device(s) is the responsibility of others 8) In the LOAD CASE( S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=1.25 Uniform Loads (plf) Vert 1- 4=-60, 5- 7=-20 Concentrated Loads (lb) Printed copies of this document are Vert. 12=53(F=-27, B=-27) 13(F=2, B=2) 14=-10(F=-5, B=-5) 15=-35(F=-17, B=17) p not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - vanity daalgn parameters and READ NOTES ON TIOS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the Quilding designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing Fr1Y is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the {l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Crttena, DSB49 and BCSI Building Component 6904 Parke East Blvd 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 Ply Park Sq/ Sundance-1730-A T72176676 P1730A MG1 MONO TRUSS 1 2 Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries. Inc Tue Oct 03 15 05 01 2017 Pagel ID 3zzrE5595gHBgKdROwR6OYzkwee-g5dk4PF23TfU81901c2clG2delCiBbgrzExYxlyX5sW 3-7-8 7-0-0 3-7-8 34-8 1.5x4 11 3x8 = 3x8 11 4x4 =4 LOADING (psf) SPACING- 1-0-0 CSI. TCLL 20 0 Plate Grip DOL 1.25 TC 028 TCDL 10 0 Lumber DOL 1.25 BC 073 BCLL 00 ' Rep Stress Incr NO WB 040 BCDL too Code FBC2014/TP12007 Matrix-M) DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0 02 5-7 >999 240 MT20 244/190 Vert(TL) -0 06 5-7 >999 180 Horz(TL) 001 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No 3 BOT CHORD REACTIONS. (lb/size) 1=1775/0-3-8, 4=1644/Mechanical Max Horz 1=57(LC 21) Max Uplift 1=-478(LC 8), 4=-435(LC 8) FORCES. (lb) -Max Comp /Max Ten -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2414/614 BOT CHORD 1-8=598/2181, 5-8=598/2181, 5-9=598/2181, 4-9=-598/2181 WEBS 2-5=-537/2082, 24=2486/682 Scale = 123 5 Weight: 80 lb FT = 20 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) 2-ply truss to be connected together with 10d (0 131 "x3") nails as follows Top chords connected as follows 2x4 - 1 row at 0-9-0 oc Bottom chords connected as follows 2x6 - 2 rows staggered at 0-7-0 oc Webs connected as follows 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Wind ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft. L=24ft, eave=4ft, Cat 11, Exp B, Encl., GCpi=O 18; MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 478 lb uplift at joint 1 and 435 lb uplift at joint 4 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1486 lb down and 449 lb up at 1-8-12, and 829 lb down and 210 lb up at 3-8-12, and 829 lb down and 210 lb up at 5-8-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads (plf) Vert 1-3=30, 1-4=-10 Concentrated Loads (lb) Vert 5=-829(B) 8=- 1486(8) 9=-829(B) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies rQWARNING - VerNy design paramalars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7I73 rav 10/07/2015 BEFORE USE. Design valid for use only with MiTe1kV connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing may, is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the G fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are Indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1..1s' I- For 4 x 2 orientation, locate plates 0- '114' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only Industry Standards: ANSIITP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2-3 o [WEBS c34 4 O s `'• '' 00u d u U O a O BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. - 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the budding designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10 Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11 Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12 Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17 Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria n ffi 16'- 8" 13'- 4" CIA F1 F1 HGUS26 2 F1 9'- 4 1/2" FT2 3-PLY F7 F8 i F5 10 1 /2" v FT4 2 PLY FT3 2-PLY FS r v pa m r rn m t m F5 v H US26-2 J L d d F5 FT6 2-PLY p F2 iv F2 O F2 BRG. WALL F2 F3 p 16" DEEP / 24" O.C. o F3 co m p FT5 2-PLY F3 p F2A Fa 6/12 I C2 D F4 I l FT1 3-PLY EEIIA- 6/12 6/12 11'-4" BRG. HGT. B2 6/122x6LEDGER 83 CJ5 CJ5 CJ3 CJ3 C U U U U U GARAGE 2l'- 0" 0 m' lr' 1/2" 0 24" N 24" 24" 24" 24" 24" 16" 24" 24" 0 i- 1 U NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'-4" UNLESS OTHERWISE NOTED. C to E0,11114T1 U 1 U U CJ3 CJ5 n U U 3 CJ5 A5 6/12 A4 A3 9'- 0" CLG. Az 6/12 6/12 Al Al A2 9'- 0" CLG. A3 6/12 A6 HGUS26-2 A7 CJ5 CJ3 y U U J N L I I I B1A r L B2A r L 6/12lz B3A 1 r CJ5 1 CJ3 U U CJ5 Fi CJ3 U U U c l n r n n r V 2l'_ 0" J L 5 - HUS26 1-PLY HGR O 4 - HGUS26-2 2-PLY HGRS. A L 16 - HHUS46 FLR. HGRS APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =4x2 TOP = 4x2 RECORD COP V2X4 Cont. Band c m_ to TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 12 TOP= 2x4 6' 0 12 17-2932 OSANFORD MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS ROOF TRUSSES FLOOR TRUSSES TOP CHORD LIVE 200 TOP CHORD LIVE 400 TOP CHORD DEAD 100 TOP CHORD DEAD 100 BOTTOM CHORD DEAD 100 BOTTOM CHORD DEAD 50 TOTAL LORD (PSFI 400 TOTAL LOAD (PSF) 550 STRESS INCREASE 125 STRESS INCREASE 10 THIS TRUSS SYSTEM HAS BEEN DESIGNED WITH LORDS GENERATED BY 140 MPH WINDS USING 42 PSF TOP CHORD DEAD LOAD FIND 30 PSF BOTTOM CHORD DEAD LORD 0 MILES FROM HURRICANE OCERNLINE CRT II EXP B IRSCE 7-141' MILDER 1730 - A Park Square Homes LEGAL ADDRESS MHL Sundance - A Rfm& P1730A saf OiE m N/A 9-28-17 Bmau I RECORD COPY r D: City of Sanford Building and Fire Prevention Product Appro cification Form SANFORD 17-2932 Permit # OFpARl 1 Project Location Address As required by Florida Statute 553.842 and Florida Administrative C Jd 9N-3, pl a provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.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 1 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bidg 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 U nderla ments Warrior Roofing 15 and #30 Roofing Felt FL2346.1 Roofing 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 Description Florida Approval # 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 Please Print) June 2014 Florida Building Code Online Page 1 of 4 I p ' ,' t i= ` r. y t ! ( _ . i r r „• ^` f r' :. tom' =+ ,.6 BCIS Home Login j User Registration ! Hot Topics Subm,tSurcharge Stats 6 Facts i Publications FBC Staff BCIS Site Map Links Search f b- 41111;Product Approval USER- Public User. -I Product Approval Menu > Product or ADDhcaClon Search > Application List > Application Detail FL # FL8871-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived LJ Product Manufacturer Therma-Tru Corporation Address/ Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants. com Authorized Signature Vivian Wright rickw@rwbldgconsultants. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect 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 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL8871 R7 COI (a) CERTIFICATE OF INDEPENDENCE.cdf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 ' + 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL8871 R7 Ecuiv of STANDARDS (a).odf http:// www.floridabuilding.org/prlpi_app_dtl.aspx?param=wGEVXQvADgty3Ij Wak2nHrp... 9/13/2017 Florida Building Code Online Page 2 of 4 ru Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/13/2016 12/13/2016 10/21/2016 12/15/2016 FL # 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 R7 II (a) INST 8871.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.1 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.1.pdf 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 R7 II (a) INST 8871.2.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 8871.2 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.2.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.3 c. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "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 R7 II (a) INST 8871.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.3 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.3.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ) 8871.4 d. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.4 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 6871.4.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.5 e. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.5.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 8871.5 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.5.pdf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 Florida Building Code Online Page 3 of 4 specific Model and for any other additional use limitations and Installation Instructions. 8871.6 f. "FlberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.6 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.6.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For Fiber -Classic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidehtes, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.7 g. "FlberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) 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 R7 AE (a) EVAL 8871.7.1)df specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FlberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.8 h. "Fiber -Classic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - ClassicCraft" or "ClassicCraft Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.8 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871 8.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.9 i. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with ClassicCraft" or "ClassicCraft Sidelites (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.9.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.9 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8671.9.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FlberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ Back Next Contact Us : 2601 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 e-mail address released in response to a public -records request, do not send electronic mad 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), 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 emaiis 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: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQMDgty3Ij Wak2nHrp... 9/13/2017 Florida Building Code Online Page 4 of 4 Creds Card Safe,. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 2 D 1 THERMAITRU 0 THERMA TPU DOORS I IS INDUSTRIAL DR., EDGERTON, OH 4351 7. SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING GENERAL NOTES rriMmc r 1. This product has been evaluated and is In compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shah be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Bulding Code and does not require an Impact resistant covering. 4. When used in areas outside of the'71VHT'requiring wind bome debris protection this product complies with Section 16D9.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of ihis drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #4 under active doors meet water infiltration requirements for "HVHT'. 8. Inswing configurations and outswing confgurafions using sill item #5 under the door do not meet the water infiltration requirements for the "HVHZ" and shag be installed only in non -habitable areas or at habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION I Typical elevations, design pressures d, general notes 2 Door panel details (Smooth star) 3 Door panel details (Fiber classic) 4 Horizontal cross sections 5 Vertical cross sections 6 Buck and frame - 2X buck masonry construction 7 From anchoring -1 X buck masonry construction 8 Bill of Materials & Components 37.75" MAX. FRAME WIDTH 36.00" MAX. — II I PANEL WIDTH I x m O x mxJ z P P DOOR.TYPE a SWING +tea = 30VERALLt,; FRAMES-" DESIGN PRESSURE (PSF), POSITIVE; NEGATIVE7DIMENSIO?4* INSWING 37.75" x 98.00" 80.0 80.0 SMOOTH STAR OUTSWING 37.75" x 96.50" 80.0 80.0 INSWING 37.75" x 98.00" 80.0 80.0 FIBER CLASSIC OUTSWING 37.75" x 16.50" 80.0 80.0 See Sheet 8 fordeslgn pressure Rmitatioru. V+ nn c. Q z o micain z 6 a'o 0 U N z Ea m • Ing 5dra 4 C O CC\` oz vL I. N.T.S. BY. DWS m' w: LFS 3 PING NO.: FL-8871.5 n a r I OF 8 N 46 47 41 EXTERIOR ff INTERIOR 46 46 42 U E z m o m 1 HORIZONTAL CROSS SECTION \ d 4 m a a 2 o 47 a w yr 41 O o¢ a Itoo e o 4.02 -i < N to 2 1.53 I I- 3 o TYP. 4 1„ ao 13 CORNERS C<1JL1Ld m o OF PANEL o EXTERIOR INTERIOR I o o a a 1 D 1 +z ror RAn 3 LocK mtF 3 r L DETAIL A -A J m DOOR slrANEL Smooth ur m 41 = 0 oNj Um En00000000 424WO0000000Q00000000 44 0000000 47 c N 00000000 0000000o 0 0 0000000000000000 46 T I 46 > cl 0000000 00000000vi z° i 0000000 — 45 u N n 00000000 V 0000000 ® _ 00000 00000 00000 lz 0000000HINGESTILE +S IOTiOM RAIL n N p o 00000000 00000002886%OPEN Z 0 00000000 AREA MAX. 2 VERTICAL CROSS SECTION a,E05 22 08 0000000 0000000045 2 SOLLE: N.T.S. 0000000 Om cr DWS m' 00000000cw er. LFS ; DETAIL A -A DMMNG NO.: Panel reinforcement FL-8871.5 0 NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) Sr rn z of e ° 9 64 66 67 61 EXTERIOR INTERIOR 1 HORIZONTAL CROSS SECTION 3 L DETAIL A -A J h DOOR/ANEL 60 ,,0 classic 00000000 UR91 0000000 J 000000000000000 00 63 1.18 00000000 00000000 66 II 00000015, 0000000 N 000000000000000 0 000000000000000 000000000 O 000O0 0 0'' HINGE STILE dS BOTTOM RAIL 000000000000000 2886%OPEN 00000000 AREA MAX. 000000ao0 65 0000o 00 00000000 DETAIL A -A Panel reinforcement NOTE: WOOD DOOR COMPONENTS: PINE )SG >= 0.42) EXTERIOR 6 c 0 ID i o 0 6Z o N •: t EO m w C q5maa 0 E oZ o d tVil INTERIOR VERTICAL CROSS SECTION 3 On FW- MN Q O+h: 05/22/08 SC&L N.T.S. MG. BY: DWS c GNN. ar: LFS 3 DRAWING NO.: D a FL-8871.5 C SHEET 3 OF 8 Q INTERIOR EXTERIOR 1-114- MI EMB. (TYF.I 1 HORIZONTAL CROSS SECTION 4 Outswing shown - inswing also approved 4 Oulswing Shown - InsyAng ako approved z om g Loin P II mz o m o o n zI1111 0 o v i ozcii a u 7 O L m aa V ECz0 o w S ,d o 0 Qr- ZW cr W 20 U UI K a O a Sou[; N.T.S. owo. BY. DWS 1-1/4"MIN. oNK.In: LFS EMB. (WP.( mwwnm No.: FL-8871.5 9VU 4 of 8 EXTERIOR --" 71--"L INTERIOR 1 VERTICAL CROSS SECTION 5 Outswing shown - Inswing aho approved EXTERIOR 4 VERTICAL CROSS SECTION 5 Ing configuration snswiee general notes, sheet 1 for,'HVHT' water infiltration requirements INTERIOR EXTERIOR J ""` INTERIOR 1 VERTICAL CROSS SECTION j Shown w/1 X sub -buck EXTERIOR INTERIOR r6 VERTICAL CROSS SECTION 5 Inswing configuration see generalnotes,sheetl for "HVHT water infiltration requirements UTJ A" z V''• O crn 6j L o n i INTERIOR EXTEO.,, rrr Irr i 0,0 d o nz a N 0 190=a t E p in u 9 Oil 40 m m a a fn u$i 5 60 o Z o° 3'd v r r , , • r . .vr 3 VERTICAL CROSS SECTION vOutswtng configurationseegeneralnotes, sheet I for "HVHr water infiltration requirements INTERIOR EXTERIOR VERTICAL CROSS SECTION Outswing confguration see general notes, sheet I for "HVHT' water infiltration requirements nN¢ o^No DAIC D§ 22 D8 scut N.T.S. owc. er: DWS aur. er: LFS 3 DRAWING NO: D a FL-8871.5 sFm S of 8 n Q i MASON OPENIN 2X BUC 4" I I D TYP. HEAD S RY JAMBS G K BUCK ANCHORING to U i O CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ci z F•O w 000- rrIII Z. I IIII a r) •; 1 Ilk 2 o Z m Z V MASONRY 1YP. HEAD d L 0 OPENING JAMBS v 4 6 j FRAME NZ 2 C FUUZ 42 U o 5 U, 2X BUCK aS UZ I N V a YU a J:Dcoin a s' HINGE JAMS FRAME ANCHORING STRIKE JAMB Masonry 2X buck construction ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE;. EMBEDMENT iO MASONRY. TO ADJACENT EDGE. ANCHOR:. ITW 1/4" 1-1/4" 2" 4" TAPCONo ELCO 1/4" 1.1/4" 1" 4" ULTRACON I WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 5/8" edge distance, I" end distance, d 1"o.c. spacing of wood screws to prevent the splitting of wood. HINGE DETAIL LATCH A DEADBOLT DETAIL SCALE N.T.S. DM. m: DWS ew BY: LFS DMWM No.: FL-8871.5 SHM 6 OF 8 r Ell to cs Ck V•'•. r y c N n TYP. HEAD z o m d JAMBS Y1111 lilt', 0 rr) z fn g i .Zu MASONRY w OPENING a ^ m a a 4 0EDz cd T? U n o 17 Y U2 FRAME 0 mo 15 G o x g zFE L 17 J XoQQ OUW z 14 rm LU 0 ¢o Wy 0: 5jO2 T I BUCK laL r a a LATCH i DEAD60Li DETAIL oem r o o Nj Um ZO a`o cn o — HINGEJAMt STRIKEJAMS 11 2 o o CONCRETE ANCHOR NOTES: FRAME ANCHORING G W w I. Concrete anchor locations at the comers maybe adjusted to maintain the min. Masonry 1 X buck construction 12 c r- edge distance to mortar joints. n a_ oaa 2. Concrete anchor locations noted as 'MAX. ON CENTER' must be adjusted to . L a: > > ? maintain the min. edge distance to mortar Joints, additional concrete anchors may be requked to ensure the "MAX. ON CENTER" dimension are not exceeded. G MIN. CLEARANCE MIN. CLEARANCE + o n 3. Concrete anchor fable: 12 ANCHOR ANCHOR MIN. i0 MASONRY i0 ADJACENT' N o 12 nN—o ozp+ 5 22 08 y.. r. ITW o HINGE DETAIL DM. BY-. N DWS m ox BY, LFS 3 WOOD SCREW INSTALLATION NOTES: MAVANG No.: I. Maintain a minimum 5/8" edge distance, 1"end distance, S I"o.c. spacing of 0FL-8871.5 wood screws to prevent the splitting of wood. a sHEEr 7 or 8 9 TYPE SIZE, EMEEDMENT EDGE-. ANCHOR ` ITW 1/" 1.1/4" 4" TAFCON 3/it,' 1.1/1' 3" iA CON DILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1 /4" SHIM SPACE WOOD D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL L 10 X 2-1/7' PFH WOOD SCREW 1.15' MIN. EMBEDMENT STEEL 1 INSWING ADJUSTABLE THRESHOLD IS300AJ) ALUM./WOOD 2 INSWING THRESHOLD (IS300HP5) ALUM./COMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M) ALUM./COMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 6 INSWING THRESHOLD ALUM./COMP. 7 DOOR BOTTOM SWEEP VINYL 8 JAMB PINE SG >= 0.42 WOOD 9 JAMB OAK SG >= 0.42 WOOD 10 WEATHERSTRIP FOAM 11 HINGE STEEL 12 10 X 3/4" PFH SCREW STEEL 13 9 X 3" PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 16 8 X 2-1 /7' PFH SCREW STEEL 17 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 0.072" THK. SMOOTH STAR = 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 Fy = 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" —1---- H O e m NERD 'SIDE Jab T THRESHOLD MwWW adjustable C— 3 THRESHOLD Uswmp self -adjust S.7S' S iHRESHOIDOutw&Q standard Y THRESHOLDUssMMgadusloble 4 THRESHOLDOutswingcoastal M r=' 6 THRESHOLD M-Ang MAX. DESIGN PRESSURE _ +/- 50 PSF E N.T.S. BY: DWS er: LFS VM NO: FL-8871.5 8 OF 8 Florida Building Code Online Page I of 3 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts i Publications ( FBC Stall BCIS Site Map Links Search j Ion a rI :.^. Product Approval Ii USER: Public User Product Approval Menu > Product or Aoohcation Search > Application List > Application Detail FL # FL15332-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered,Architect or a Licensed Florida Professional Engineer f; Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Unch, PE R Validation Checklist - Hardcopy Received Certificate of Independence FL15332 R3 COI FLCOI.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQvADgtH8572gvdWIdk... 9/7/2017 Florida Building Code Online Page 2 of 3 Date Submitted 10/29/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/01/2015 Date Approved 12/15/2015 Date Revised 08/11/2017 Summary of Products FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 I1 08-00500D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510807C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00498D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510805C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 11 08-022485.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports . Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 5129685.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02249B.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512969B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-022506.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512970B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00499D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510806C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00501D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtDgtH 85 72gvd WI dk... 9/7/2017 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510808C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x8O" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 11 08-00502D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510809C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00503D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510810C.odf PRESSURE RATINGS Created by Independent Third Party: Yes Back Next 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 e-mail address released in response to a public -records request, do not send electronic mail to this entity Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F S must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M Cn M gi M Credii Card Safe http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWIdk... 9/7/2017 NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF, COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4 ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN WIND LOAD DURATION FACTOR Cd=16 WAS USED FOR WOOD ANCHOR CALCULATIONS 5 FRAME MATERIAL EXTRUDED ALUMINUM 6063—T5 6 UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7 APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 8 SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 12 FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 13 ALL FASTENERS TO BE CORROSION RESISTANT. 14 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0 42 B CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI C MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE STEEL 18GA, 33KSI OR ALUMINUM 5063—T5 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REVISIONS REV DESCRIPTION A ADDED FLANGE AND FIN INSTALLATION B REVISED INSTALLATION DETAILS MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" NOTES DRAWN. DWG NO. REV V.L. 08-02249 B SCALE NTS DATE 10/30/13 1SHEET 1 OF 10 DATE I APPROVED 12/10/13 R L 08/03/ 15 R L. SIGNED: 1012312015 GEMs'A' occT»aTrr 16,.am 0RVDt- - :A\ ii0/0NA 11E\ I FI HI 6" MAX - 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17" MAX , IOC 6" MAX 7" MAX O.C. 16" IAX AME IGHT 6" MAX 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 35 0PSF NONE SEE CHARTS X 1 AND N2 FOR OTHER UNITS RATINGS REVISIONS ' REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L CHARTNI WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (pso Frame Single Panel and Total Frame Width (in) Height 30.0 36.0 42.0 40.0 in) 60.00 7200. 64.00 96.00 Pot I Neg Pos Neg Pos Neg Pas Nep 61.0 400 584 400 40 0 457 400 420 88.0 400 552 400 40 0 430 394 394 92.0 40.0 52.4 400 45 40.0 40.6 37 1 37 1 96.0 400 498 400 38 4 384 35.6 356 CHART X2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (ps/) Frame Single Panel and Total Frame Width (in) Heighl 30.0 36.0 4I.0 48.0 60.00 72.00 84.00 96.00 in) Pos I Neg Pos Meg Pos Neg Pos Neg 64.0 584 58 4 509 509 457 457 42.0 420 d6.0 55 2 55 2 480 48.0 430 43.0 394 394 92.0 524 52 4 454 45.4 406 406 37.1 37 1 96.0 498 49 8 431 43.1 384 384 35.0 1 35.0 CHART d3 Number of anchor f oca (ions required Frame Single Panel and Total Frame Width (in) Height In) 30.0 36.0 42.0 48.0 600 72.0 84.0 96.0 H&S Jamb Hb5 Jamb H65 Jamb H6S Jamb 64.0 4 6 5 6 6 6 6 6 88.0 4 6 5 6 6 6 6 6 92.0 4 6 5 6 6 6 6 6 96.0 1 4 6 5 1 6 6 6 6 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" ELEVATION DRAWN DWG NO REV V.L. 08-02249 8 SCALE NTS I DATE 10/30/13 ISHEET2 OF 10 SIGNED: 1012312015 J\ 5\ 1lRl I ILro r,•. GENSc ,iP g* o ( TT TTE OF A c tv FR HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX — _ r 17' MAX 0 C. 6" MAX 17" MAX 0 C. 5„ T. 4X 1ME GHT 6" MAX 6" MAX 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART R4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACTRATING REQUIRED t35.OPSF NONE SEE CHARTS N 1 AND N2 SHEET 2 FOR OTHER UNITS RATINGS REVISIONS REV DESCRIPTION DATE APPROVED W A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L B REVISED INSTALLATION DETAILS 08/03/15 R L CHART X4 Number of anchor locations required Single Panel and Total Unit VNdlh (in) Frarte Height n) 3 .0 36.0 42.0 48.0 60.0 72.0 64.0 96.0 HdS I Jamb HdS Jamb HdS Jamb HdS Jamb 84.0 4 6 5 6 6 6 6 6 88.0 4 6 5 6 6 6 6 6 92.0 4 6 5 6 6 6 6 6 96.0 4 6 5 6 6 6 6 6 SIGNED: 1012312015 MI WINDOWS AND DOORS LLC R lli'a,,/ 1900 LAKESIDE PARKWAY J\ . • ! // FLOWER MOUND, TX 75028 v••\GENS 9d -, SERIES 420 SGD REINFORCED WITHOUT ADAPTER D,6 6 *= 96" x 96 FIN ELEVATION g7 , TAT OF O• DRAWN V.L. DWC NO 08-02249 REV 8 ns'S ORIOG\\ AC SCALE SCALE NTS DATE 10/30/13 S"EET3 OF 10 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. WOOD FRAMING EMBEDMENT OR 2X BUCK BY OTHERS 1/4" MAX. SHIM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR I I I I III I INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT 4IN un,c ui3TANCE REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 3/8" MIN 1/4" MAX. EMBEDMENT SHIM SPACE INTERIOR 1/2" MIN. EDGE DISTANCE4r no _ u0n 10 WOOD I SCREW EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY 111IIIII1i,,, S • L0t1/// 9tp FLOWERMOUND, TX 75028 v •GENSF SERIES 420 SGD REINFORCED WITHOUT ADAPTER*• py6 *= 96" x 96" FRAME INSTALLATION DETAILS TAT I OF DRAWN DWG NO. REV RZOR`'D"-*N '\\ 08 B SS/o11IA1110 G\\\ SCALENTSDATE10/30/13 sOEET490F 10 3/4" MIN I EDGE DISTANCE METAL 1/4" MAX. STRUCTURE r SHIM SPACE BY OTHERS 10 SMS OR SELF DRILLING SCREW EXTERIOR I I I I I I I I INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T- 3/4" Mil EDGE DISTF I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV DESCRIPTION DATE I APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L 8 REVISED INSTALLATION DETAILS 08/03/15 R L mrBsErTm JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1012312015 MI WID LLC PDOOWYOOOLAKESIDARK51l9lllilo GENB 9iP FLOWERMOUND, TX 75028 v • o 6 * SERIES420SGDREINFORCEDWITHOUTADAPTER96" x 9O A( FRAME INSTALLATION DETAILS c ` TAT OF ••4ity iFS Ito RlOr DRAWNDWGNO. REV 08 B/f/ lONAI suEENTSDATE10/30/13 sOEETS90F 10 REVISIONS 2 1/2" MIN REV DESCRIPTION DATE APPROVED EDGE DISTANCE A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L B REVISED INSTALLATION DETAILS 08/03/15 R L G n 1 1/4" MIN e e EMBEDMENT 1 1/4" MIN CONCRETE/ MASONRY EMBEDMENT BY OTHERS HIM1/4" MAX- SHIM SPACE OPTIONAL 1X BUCK J 1/4" MAX TO BE 2 JE, SHIM SPACE PROPERLY MINTERIOR SECURED ESEE NOTE3DISTSHEET13/ 16" TAPCON 3/ 16" TAPCON • • CONCRETE/ MASONRY T BY OTHERS EXTERIOR INTERIOR a SILL TO BE SET IN nL ABEDOFAPPROVED SEALANT EXTERIOR 3/ 16" TAPCON OPTIONAL 1 X BUCK JAMB INSTALLATION DETAIL MASONRY/ TO BE PROPERLY CONCRETE/MASONRYINSTALLATION 9CONCRETESECUREDBY OTHERS SEE NOTE 3 SHEET 1 e NOTES: e, 1 1/4" MIN. 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, e, • . , • EMBEDMENT NOT SHOWN FOR CLARITY y e 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE d . DESIGNED IN ACCORDANCE WITH ASTM E2112 a 2 1/2" MIN. EDGE DISTANCE SIGNED: 1012312015 VERTICAL CROSS SECTION CONCRETE/ MASONRYINSTALLATION MI WI OOOLAKESIDARKS D PDOOVR Y LLC \\\\\\, 1 IIi FLOWER MOUND, TX 75028 v •\GEN SERIES 420 SGD REINFORCED WITHOUT ADAPTER _= *• per( *= 96 x 96" S Q: FRAMEINSTALLATIONDETAILS xY • $TAT OF !y DRAWN DWG ND REV %O• ' P pR10P• \\ V. L. 08-02249 B /iss/pNAI EaG SCREE NTS DATE 10/30/13 1 SHEET OF 10 /71111111110% 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/8" MIN. OR 2X BUCK EMBEDMENT BY OTHERS MAX SHIMSPACE 10 WOOD SCREWS EXTERIOR LI I LLJJ INTERIOR 10 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS f0 BE SET IN OF VIED SEALANT MIN. VENT 1 3/8" MIN. EMBEDMENT 1/ 2" MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING -/I OR 2X BUCK BY OTHERS 1/ 4" MAX SHIM SPACE REVISIONS ' REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L B REVISED INSTALLATION DETAILS 08/03/15 R L SLA3IMEM INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION CIJUL UI,IAINUr VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY 51111110///i N \ . • dj // FLOWER MOUND, TX 75028 v •\GENSF 9ct+ Mores SERIES 420 SGD REINFORCED WITHOUT ADAPTER D„&126 *= 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 96" x 96" FLANGE INSTALLATION DETAILS 0 , TAT OF 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN Owc No. REv iO'•' DESIGNED IN ACCORDANCE WITHASTME2112 V. L. 08-02249 B SQNAI SCALE NTS I DATE 10/30/13 1SHEE17 OF 10 1j111N 111`\\ 3/4" MIN EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION 1/4" MAX SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT 3/4" MII EDGE DISTA L 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS I /." 11— REVISIONS REV DESCRIPTION DATE I APPROVE. A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L 8 REVISED INSTALLATION DETAILS 08/03/15 R L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION METAL STRUCTURE INSTALLATION SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE FLOWER MOUND, TXRKWAY75028 11111III/ GENS NOTES SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 5 *= I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY x 96"ERIOR FLANGE INSTALLATION DETAILS O0 , TAT OF 2 PERIMETERERITE ACCORDANCE WITH ASTM THEOTHERS TO BE DESIGNED DRAWN DWI; NO REV 08 B scA" NTS DATE 10/30/13 SHEET 89OF 10 2, 1/2" MIN EDGE DISTANCE e 1 1/4" MIN. a EMBEDMENT CONCRETE/ ° MASONRY BY OTHERS 1/4" MAX SHIM SPACE OPTIONAL J 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 3/16" TAPCON EXTERIOR II I LUJ INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT e, 1 1/4" MIN e• EMBEDMENT REVISIONS ' REV DESCRIPTION DATE APPROVED f A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L B REVISED INSTALLATION DETAILS 08/03/15 R L. 1 1/4" MIN EMBEDMENT 1/4" MAX. SHIM SPACE 2 1/2- INTERIOR MIN. ` EDGE DISTANCE 3/16" TAPCON . CONCRETE/MASONRY BY OTHERS 1 a EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEIMASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2 1/2" MIN. SIGNED: 1012312015 EDGE DISTANCE VERTICAL CROSS SECTION MI WINDOWS AND DOORS LLC CONCRETEIMASONRYINSTALLATION 1900 LAKESIDE PARKWAY IIIIIIIIItI,, 4f//ivFLOWERMOUND, TX 75028 GENs s// SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" 7T'6ZOFLANGEINSTALLATIONDETAILS; SF ty` DRAWN DWG N0. REV aR1 h 08 B G`\\` Vs/61111l0?\\\\ SCALE NTS DATE 10/30/13 SHEET 99OF 10 uw rmAmm BY OTHEF 1 fr EMBE APPRO SEAL) BEHIND 8 WOOD SCREW APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16" MR EDGE DISTAI, 1/4" MAX 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9 WOOD FRAMING BY OTHERS r 1/4" MAX L SHIM SPACE r R 1A17WOlnD TRIM REVISIONS REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 RL B REVISED INSTALLATION DETAILS 08/03/15 R L 1 5/8" MIN. EDGE DIST- TRIM d 1 1/4" MIN INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/16" EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE 1/2" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS EDGEE 3D MIN DISTANCE TRIM 1 3/8" MIN. EMBEDMENT INTERIOR HOOK STRIP HOOK STRIP a N 10 WOOD SCREW N 10 SELF DRILLING SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BUCKANOOD FRAMING METAL STRUCTURE SIGNED: 1012312015 MI WI D LLC R I IL PARKWAYSDOORSOOOl1AKESID510 FLOWER MOUND, TX 75028 v •\GENS:9,,% SERIES 420 SGD REINFORCED WITHOUT ADAPTER*• 5 *= NOTES96" x 96" r IINTERIORANDEXTERIORFINISHES, BY OTHERS, TAT OF NAILFINdoHOOKINSTALLATIONDETAILSNOT SHOWN FOR CLARITY . ZZ 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN DWG NO. REV i' • [ 0 R10t; • •`\ DESIGNEDINACCORDANCEWITHASTME2112V.L. 08-02249 B SCALE NTS °A 10 30 13 SHEET10 OF 10 7j//11111111\ I Florida Building Code Online Page 1 of 6 14 fit t r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts i Publications FBC Staff BCIS Site Map Links Search b'p r Product Approval USER: Publica User Product Approval Menu > Product or Aoolicabon Search > Application List > Application Detail FL # FL15279-R4 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method ED Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfield@clopay.com Scott Hamilton shamilton@clopay.com Exterior Doors Sectional Exterior Door Assemblies Certification Mark or Listing Intertek Testing Services NA, Inc. Gary Pfuehler b Validation Checklist - Hardcopy Received Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Florida Licensed Professional Engineer or Architect FL15279 R4 Eauiv 20150319 - FBC - DASMA 108 eauiv.odf FL15279 R4 Eauiv 20150319 - FBC - DASMA 115 eauiv.odf Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 2 of 6 Date Submitted 03/19/2015 Date Validated 06/12/2015 Date Pending FBC Approval Date Approved 06/21/2015 Date Revised 08/1O/2017 Summary of Products Go to Page = ai FL # Model, Number or Name 15279.1 001 W3-09 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 43 a Page 1/ 8 0 1$ Description 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odf FL15279 R4 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101655-Rev12.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.2 002 W3-09 DSIE-1A471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GRISP, GD1LP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) ARSLP, ED1SP, ED1LP, 4132, 2132, Single -Car (up to 9'0" wide) WINDCODEO W3 Garage Door 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odf FL15279 R4 C CAC W3 Listina Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103952-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE& W3 Garage Door 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.4 004 W3-16 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odf FL15279 R4 C CAC W3 Listina Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104175-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODEO W3 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of insoection.odf FL15279 R4 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101820-Rev13.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 3 of 6 Created by IRndep dent Third Party: 15279.5 005 W3-16 DSIE-SA471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GD1LP, GR1LP, AR15P, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) ARSLP, ED1SP, ED1LP, 4132, 2132, Double -Car (92" up to 16'0" wide) WINDCODE® W3 Garage 6132, SFC38, MFC38 Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof ofinspection.pdf FL15279 R4 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104028-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.6 006 W3-16 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE@ W3 Garage Door 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof ofinsoection.Ddf FL15279 R4 C CAC W3 Listina Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104168-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.7 48B,55S,4RST,6RST,4RSF,6RSF 007 W3-16 PAN-21`153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 42B, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODE® W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of insoection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W3 L5tina Intertek.odf 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 R4 II 101308-Revl2.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 Parry: 15279.8 008 W4-09 DSIE-11`171: 4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 57G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of m3pection. FL15279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 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 R4 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of insptgt ion. df Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.odf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgv3yV V KJZ 1 QR... 9/7/2017 Florida Building Code Online Page 4 of 6 Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 103969-B-Rev02.Ddf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIU-1F171: 9200, 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 Door 8201,8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with oroof of contract and oroof of insoection.odf FL15279 R4 C CAC W4 Listing Intertek.l?df Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104183-RevQ1.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.11 011 W4-09 DSIUO-11<479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODES W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with oroof of contract and oroof ofinsoection.odf FL15279 R4 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 11 104456-Rev0l.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-21`151: 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 425, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF, 2RST, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, 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-21`441: 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, AR4SV, AR4LV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.14 Certification Agency Certificate FL15279 R4 C CAC Letter with oroof of contract and oroof of insoection.odf FL15279 R4 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 300159-B-Rev16.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with oroof of contract and oroof of insoection Didf FL15279 R4 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103486-B-Rev08.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 5 of 6 014 W4-09 SPO-21`449: Grand Harbor, Stone Manor Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-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-1F171: 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, AR21LP, 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. 15279.17 017 W4-16 DSIE0-1F479: Coachman/Settlers/Affinity Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Steel Pan (min. 24 ga.) with Overlay Single -Car (up to 9'0"wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof ofinspection.pdf FL15279 R4 C CAC W4 Listina Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103549-Rev06.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 160" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inwection.odf FL15279 R4 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101481-5-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 FL15279 R4 C CAC Letter with proof of contract and proof ofinspection.odf FL15279 R4 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104029-B-RevO3.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection odf FL15279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103046-RevO7.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.18 018 W4-16 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) i HDPL20, 7200, 7201, 7203, 8200, WINDCODE@ W4 Garage Door 8201,8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odF FL15279 R4 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104169-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 6 of 6 0 comply with the impact resistant requirement for windborne Evaluation Reports debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: 15279.19 16 DSIUO-SK479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; rR,dge/Brookstone interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODE@ W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with Droof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W4 Listing Intertek.pdf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 104457-Rev02.Ddf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.20 020 W4-16 PAN-2F153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, WINDCODE@ W4 Garage Door 4RST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and Proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.pdf Design Pressure: +24 PSF/-24.5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 101711-B-Rev15.odf windborne debris regions. Verified By: intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Go to Page 'ii' Back Next 40 d Page l/80 0 Contact Us :. 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovnaht 2007-2013 State of Florida. •: Privacy Statement .: Accessibility Statement . • Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 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: Credd Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 w - H®EL a IS FLUSH CNPUAGE HOUSE' RINSER FN4 0=3 RUNS HUDELS ISM n DAM CLWAT , V. TYMLDT GnsMIS Ssvan HLHEsMTOTRT AR>s AASV pfK TYRIAR HOUSE' ED53 vmSV nuftl TENEUPOKamIvsF•CTVR • Di LLSNt! ®1 1NfN STILES EVI DI1T[ I S, COM NEESHEET1OF2at1/3D/DT ADDED Ex1Eltom HU7IR115, wue°An r... ,.« :"° to ttw/aw/a Al1UED M/N 421.49L ass MUSEUM sOss MM THE FOR 0111. OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-B FOR DETAILS. MAIL STANDARD SIZE IS 42-1/2'R75'. IMPACT RESISTANT GLAZING IS 21-5/5'04-1/8'. VIEW r m L END sOss Ai1P00 TMSw" wmt FAR) m 100-L-0C Sr Tw, IRI10w • DOHDI} Isnr r i Eos1gR ieawo SHP LAP JOINTS. ORI taF1tN A ORiRRUL OUISEC IRTED LOOP Famm I — 11AL DOO11 wEIM - 14'-0• GASSIC SM IV/Sm-MAR *00%'CARRIA E H W sHM RNSEDD-fNFL w ALSO AFRRO,AM. tMap• ww[r kTAL 9=41 1/ DENSITY POLYSTYRENE FOAM INSULATION 1-5/15' THICK WITH VINYL HAIRCELL 1 Pu a• >E3! scaws BACKER (INSULATED MODELS ONLY) w 25 CA MIN. GALV. STEEL SKIN WITH A BAKED -ON PRIMER, u d eTo Iwlaes a a. wnoeHmox woe AND A BAILED -ON POLYESTER 3E3LX Awl. x TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. MIA ( WESTDIFED, P. 95. fpP2p33 FUOI IDA PROO DW llp DDOI IQ1s wl M Im1 IMSR la M LIYtR Aw !® IMDI !>A Ifmlww TO M ROwD1 MOM OOK OA M FURURYOANL MDM 000E (ram RR A am S ww M Sr C w OwOIOHI 1 =0 IwRDFHF. L DOOR HAS Y OI wOM w OD EOME a) IIw ROD/ , Ho O 1CSIM w /OMIE r. RIM 1R DOORIew R A OIRSOAN. M:CIllw[OL W OrIR ILM- VM m OwID UA m 11F M m 0 LLRLL LC LC l IUAR i xraRI v I v I . v s ADDED WRACT RS36TANT SECTION A -A (SIDE VIEWI 3" TALL ALBAR20CACALV. STEEL MIN. YEILD STRENGTH: 50 KSI 2' THK:K I 3- T 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) SHEET METAL 14 GA. GALV. ROLLER HINGE EACH HINGE FASTENED TO END STILES WITH (4) /14x5/5" SHEET METAL SCREWS AND (4) 1/4"x3/4" SELF TAPPING SCREWS. SEE VIEW W. 3' TALL R 20 GA GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (I E. TWO U-BARS ON BOTTOM SECTION. ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH (2) 1/4'x3/4' SELF TAPPING SCREWS PER STILE OCA 13 GA. CALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) /145/8" SHEEP METAL SCREWS. ALUMINUM EXTRUSION k VINYL WEATHERSTRIP. DESIGN LOADS: +24 0 PSF & -24.5 PSF TEST LOADS: +36.0 PSF h -37.0 PSF MPC: PAN-2F153 WINSLO ° RAT11f ttA L alnF s>a Clopay W 4 AND CH R STEEL1/3/97 DEscRtRtttn CLASSIC AND CH RP STEEL PAN 5 DUKEBuildingProducts °MA5°SON. ON 4500;0 ri' JAC DOUBLE -CAR, 16'w +24/-24.5 PSF 513) 704°00Company MWWsgqOeeenteARRRM-M B uum101711 vEw IBC sPPROO VAL 15279 I®u W IS FILM TARRIA E Ia1SV RA15ED PANEL DOM tOSIS MODELS A all In Tit NS CLVA1' am. GNSV. T4LLERT am SISSY IQIEfASLOTST ARSS AMV IDEAL T:MOACE HOU" Cm RSSV OTQ IE]fM S[LIF 10 Q IYRRS IF T r TO GV 5 S/ R O w SON]O TN N CT1fIF1¢ 1-i/R Oa NCSIE11 IEAEEIi w SC1ES7 WY E COATOtl11Nf DPR NOT I[OUEM) ro PROLE A FLWIH w to 1Y6 I 1I•THETED DAiAC[. IIOIRfONOL aIMIN DO Im TRIPPED LO Irr TO tell 7 I A'r TO Y ral' 'iaTE ANOIIOR Q1S QI >D• mNIO (SAW PSI w OEDOEF13. El101fS f164, 10 MLIOm WITH SIRN ANCHOII O OVUM1® ITI 1/4'.3• TAPOW SU'EM] 04 I7• CONTORT (EA00 PSI MN. CONCETD OR r CENTEM ( C-W KOCK). V 0D WHOM R'OMMOD WHIT TAFOR& ARMORS TINT E COIADOMM (SD IER TO PRUDE A FUAI EITITARN IQOI OACLNOVLYY! DD PION LOW IEIG ro DASW TWIN A LH.LSED DESIGN I— L WY OWLOVED TO MRIO.I ALTERNATE FA110Q6 AIE/ DR JIIS CaEYAgRILL PIEPIROp1 DF JIAN N DIME rr STOP MANDM N NIm NUMLE1 (TO am 2. 0 VEUD• PU A" 20 M MN MY STEEL TM STET O M YLv. Lm NIF71. SUES IMPACT RESISTANT ASSEMBLY DETAILS DRAWING S O 171 1 -A SECTION BB(IMPACT—RESI A G ING O ON1B—B (IMPACT—RESI A G ING O ON) DNMPL E[WMGM Fes— . YIAlP1AF0E 1SN END TAR SNV- N N>01T. MI FICVE RO FIZZ OfmYOM IIWT IIOQ 1. " SDAID FRI/m LTHTDIIIFFSLSIIDE} I/MOI Im1iVlT M 01® R IW iI 1'OUS111EI[ ( ENRAGE IASIOIm A IMY[ STIN SLU10 FRONT ( 10) A . S/.• FNI HOD voRl RLTEE rRNc A IIADILL TIE EMOE OOOE AMPLY RWAL ED N RAND (DAD REOUERa1W15 Or TIE FOM CODE ym HEM THE WILT-RMWA R STANDARD ASSEMBLY DETAILS DRAWIN010171 1 - B SECTION B— B (NON —IMPACT RESISTANT GLAZING OPTION( FROM NWE WAIT UV COOM ON OI W SURFACE NOTE TNT FRONT FRAME 6 HIVIROPR THAN WACTIRA IIMYE In atATaIO WO On IISEE LITE MANOR. Rai/• rAN I.w NUR. STANDARD ASSEMBLY CONS 1jQY UC N: 0 IIOVL SSE D9 dl I ADYEL' UIES AWEAELL OrTI0IN1 AEIIILIC 6 IU9MOUTE OIIN OR LDOTE AI CP ATONEDOCIPLASTIC N ADCO D ILi WITH IIC/FIC ESOS. THE DowDOOR ASSESSLY INSTALLED N co IWICE ST1N THIS SECTION MEETS THE SSID LOAD IEOIEE1E110 OF THE FLORIDA NDDN• OWE O1 I(TOWTIO W WADW CODE NR MOI MEET THE WART IE3RTNlT IEODmIEM FOR MMORORE DAIIS ROdI W. CHAPTER 16 FIO)1IC) SHEET 2 OF 2 11 0= 9 I 10 CA O.LV, WOE. 611" IINDI FASTIM A SM1D 7 H• LD.w PRUS1M130 1Ck11! 14 ak IILY. "OUDT WX OWN HIDE FAITUSL (.) EOL S ETIW SELF T ICP13M (4) r 10 WILL SHORT FM FEEL ROIDI PON Sim OR NTDN THE AI<IELO IDEtd MELTIE 09OI OF M SI.FPOSTAD INm"K EIDORS Pwa N M IEESPQBMT of THE PROFESSIONAL W ML OFR601LFORTIDSIEICIUEDAHDN ADCOpVICE WITH CISROIT PUI DRO CODA FOR M Lam USIED ON THE DR411M Clopay OM DUKE BLVD, P°E" 484115. fD' P Building Products MASON, ON 45040 P.E. 736J2, Com On (513) 770-4600 TEXAS P.E I1513 dM/ f.Slpr IRn MAIIhI. RrrYM. FLOM& PRODUCT APPRODVAL 15279 DATE I DESCIIIF{ DT SEE RMIGN HSIDRT ON SHEET ONE. NOTE' TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE MIND LOW RATING OF THIS DOOR F 'DILL DOORS AM 1MOF1T KET IS G CALV. STM NAS SVLIET. 7DO BB E HOFAO( HOR20MAL ED T10PP.YMSI1111OWBIElIr.t/ r RDDD wIOE iTRACK II_pHT4 VAOROOY OPTION S t. S• OALV. H NM- MRL TRICKK T1ECINVESLADO• M. S-1/ Y.1S G CALV. Iim TRACK SVGRT. ap6 4) TWM wiam m WE I:.iLIDnllts AIMED. 1R AVYME tlY(-3 ova ri111 GOD" R6T/L1E11SI D0 TETAD a I.Lv. SIm IDE IINOET. m v LAID EACH FALOm _ 41roHOOD11AIIEOMTRLRROT MIC10Eii ISO• MRLN— TROTE7RSDIR/OFST NT%IE NOT ro OCEED ] C 0.D, l0P S Y G m DOORS OVER t' IE'-W IDOL TW= COIAIGIIRA7ION IIWL NOT OIC® UAIONR SPACINGOl PROVIDED. CSILT FACTORYIEFOE (DDETAL IFROD. I/F DESIGN LOADS: + 24.0 PSF t -24.5 PSF TEST LOADS: +36.0 PSF ! -37.0 PSF on VDm..MO RATOri 141111 Dm1 Smi MPC: PAN-21`753 W 4 16'0 YV R 16'0ii 1 3/97 DESODPTm4 CLASSIC AND CH RP STEEL PAN DRAW n'. JAC DOUBLE — CAR. 16'W +24/-24.5 PSF NUVMG RAIDER( VER, CHECKEDIT. w ' MB 101711 IBC r Florida Building Code Online Page 1 of 3 Y, lit BCIS Home Log In j User Registration i Hot Topics Submit Surcharge Stabs & Facts Publications ! FBC Staff BCIS Site Map Links Search 1 a b Product Approval USER: Public User Product Approval Menu > Product or Aodlication Search > Application List > Application Detail FL # FL17499-RI Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 1 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 Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Unch, PE G Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2008 1 AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/19/2016 Date Validated 08/05/2016 Date Pending FBC Approval Date Approved 08/05/2016 hnp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgtCUGgvj Qiz6BP... 9/7/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL # Model, Number or Name Description 17499.1 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact 2).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R1 C CAC M1 Windows - 185 SH (Fin) Imoact 3).odfDesignPressure: +55/-55 Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be FL17499 R1 C CAC MI Windows - 185 SH (Flange) Imoact 2).odfbeddedinPecora896sealant. FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact 5).odf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R1 11 08-02544A.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513320A.pdf Created by Independent Third Party: Yes 17499.2 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC APC(13362)E1725.01-109-47-RO 185 SH(FLG waiver)5-81G 1-8A 52 1-8X84 R60(100918).pdfApprovedforuseoutsideHVHZ: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) (10)-odfImpactResistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (9).pdfDesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flange) (9).odfOther: R-PG55 Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R1 II 08-02546A.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513322A.Ddf Created by Independent Third Party: Yes 17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC M1 Windows - 185 SH (Fin) Impact 4).pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact 5 Design Pressure: +55/-55 Done.Ddf Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact 3).DdfbeddedinPecora896sealant. FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact 4).pdf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 II 08-02545A.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513321A.Ddf Created by Independent Third Party: Yes 17499.4 185 SH 5202 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC APC(13361)E1726.01-109-47-RO 185 SH(FLG waiver).pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (11).pdf FL17499 R1 C CAC MI Windows - 185 SH (Fin) (12).pdfDesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flange) Other: R-PG60 1 df Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R1 II 08-02549A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513327A.pdf Created by Independent Third Party: Yes 17499.5 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qlz6BP... 9/7/2017 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC APC(13363)E1729.01-109-47-RO 185 SH (FLG waiver).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) 13).Ddf FL17499 R1 C CAC MI Windows - 185 SH (Fin) 14).12dfDesignPressure: +60/-60 Other: R-PG60* FL17499 R1 C CAC MI Windows - 185 SH (Flanoe) 11)-odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 II 08-02550A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513328A.odf Created by Independent Third Party: Yes 17499.6 185 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 R1 C CAC MI Windows - 185 SH Triple Fin) 3)..pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH TriDle Fin1 4 dfDesignPressure: +50/-50 Other: R-PG50* FL17499 R1 C CAC MI Windows - 185 SH Triple Flange) 3).odf FL17499 R1 C CAC MI Windows - 185 SH Triple Flange) 4).Ddf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 II 08-02548A.Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513324A.gif Created by Independent Third Party: Yes 17499.7 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH Twin Fin) 3) DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH Twin Fin) 4).DdfDesignPressure: +45/-45 Other: R-PG45 FL17499 R1 C CAC MI Windows - 185 SH Twin Flange) 3).Ddf FL17499 R1 C CAC MI Windows - 185 SH Twin Flange) 4 df Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 II 08-02547A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513323A.odf Created by Independent Third Party: Yes back Nezt 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 e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487 1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S must provide the Department with an email address if they have one The emails provided may be used for official communication with the licensee. However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F S , please click here,. Product Approval Accepts: M = KMck M Credi; Card Sate http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgtCUGgvj Qiz6BP... 9/7/2017 Jul E`; Tye F.• ;'.I':,T SHOI+N HERFI'J IS CESI'A,i--U ;,ND L'A.NUFA.TURFD TO ;0\1F9'( WIT'i F.Eu-Uk M-7N'S 0= IP'L F10PIDA L.JILLIN.: CODE 1NOLL'D-;C, THE HVI-L i "JOOD FRi111/I`iI AND MASONR', „^FNIN: TO BE ESIGNFr AND ANCHORED TO F'F,^F'ERL't TRANSFER ALL LOADS TO .`;TRU;1Tl.F,[. FPAMI'JG AND lIA„ONPY S THE 0& I"IL A•RCH'ILCI CF' ENGIN EK OF RLCORC iX RIi(,K OVER MA7ONR)/C0N(:RFTF IS OPTIONA; 4 :9HER= SI-ILJ -R RUCK THICKNESS IS I SS THAT, 1-1/2"'WJCOP! LIN-S MUST RE A1li-1-10RLD Tl'I?OJCH 1HI_ II ?AVE IN::CCiRDANi:L WITII MANUFAC'TURER'S PUU-'SHLD I'a4-A_lAT-,N IIJSTR, UCTF",r, ANLHOPS SHA__ RF SECURELY FASTENED DIRECTLY INTO LtAC IJa`. CC'rtJ;'F=1E OR 01-LK S'P.L'C1U-A1- SUBS'RAIL MATERIAL S. VOIL':_ *nJD BUCK IHICKNLSS IS 1-1;'2" C,R GREATER. BIJCK SHALL BE SCCtJ [L" C;1NCI?Ell Or,'u•I i; STI?UCIUI?AL Sl,E3`_EIiAYE, 4`eIM1D,,,'W U1411S MAY RF AACHC;RFD TH^)OtIGH FPAMF TO -,FC.,RFG :40O1) BI.CK IN ACCORDAKC= WIT' LI.ANUf/-,CIURLR'S TLIBL'SHEJ INSTALLAJON INiRLIC110`JS 6 NI!ER LUCK, IS IJOF USED-ISSIMF_42 t,'AILil4' MUST B= SLPARATLU WI11' `P `ROVLU COAT;, G OF. MFI6RRAI4E .,=I: CT'ON O %O ATIPlG OR tVFYIRRANE 'S T-F F. =EONS F4JT( ,;F TUE ARCHIIEC'T OR ENGINEER OI RECORD 7 RUCKS A: SHIFXT-ND 9 (OND 'MIND^',' PIT=RIOR FACE SO T!AT FULL F9N%1F SUPPORT IS PR'' VI_)ED S FOR F N IV> A-LAT,pPI SH M AS I,IEEC'ED --OR FRAME INSTAL ATION SHIM AS RECU RED AT EACH ANC -OR I J'AT;r)N VdITH LOAC L ARII,C SHIM SHIV WHERE SPACE Or `/16" OR GRCA- R OCCUR: MAXIMUM AILOWAF-E SHIM > ACK TO BE 1/4", Sh; IYS SHA,t BE LOCATFD, 4ND VADE FROM MATERIAL_: AN IHICKNFSS CAPAR,C N SU1;IA14-NG APPLICAEi-E LOADS 10 VJND "J FACTOR Cd= 1 .F• WAS .JSETj ; OR tVOUD A?JCHC!R C —t-ILATIONS 11 FF.4\4E MATE:IAI E%TR JDED RIC.D F'dC 12 UNI1S ',A ST 3E GLAZ'D PCP .ASIt: E1'00-0-;b9. SEE SIIEEI '4 FOR GLASS L`EIA;Ln 13 AP ROVCD L1PAC- P?OTECT,VE SYSTEM IS NOT ?EJUIRED FOR HAS PRODJCT IIJ '*I',C. 00F,\ F_ DEBF'S REG ONS F- 01: ANCIi01?IhO I1jPQU1;H EItl IN1U WOIJD '-RAMIJL, OR 2X BUCK USE ,,}8 CvCOD SC'JLINS PITH S, FCIEHT l_ENGTLJ TO A;;-IIEYE F 1 ';'4' ',JI`IIL!UM ER1P^DME"11 RJ'O `_-'J63iR4TC. I Cut- 1E Alo -IONS AS SIIOWN Ir. LI L`14-ICNS A14D INSTALIATICt,, DI -TAILS NfV,: 101K ' USCni:, TION GATE a',--o\'fn R.- rISED AN:HJR. SPACYIJC k CHARTS 07/1 1,,'201 CI Rl 15. FOR A. --HORING THROUGH FRAME N O `WOC'J FR,AHING OR 2X, BUCJ( ;rzr e10 n'COC' SCRE:' tS Y:I'= S,IFFICIENT LENGTH TO .ACHI=VE A ' 1/4" MINI.11JM EMBEDMENT ,NT-) SU: 16lRAlE. LOCATL ANCIIO9i5 AS SHOINN IN L-L'JA11OV: ACID INSTAL-ATON UCTAILS 16 '- OR AV-1-103ZING 1HROUGH FRAML IN-O MASONRY;'C'ONCItETL USE 31'G' TAP,,'ONS 'NOH S IT' ICICNF LENGTH TO A,HICVE A 1 1/4" 1.11N f.!IJ L1 EMOLDMCNT iNTO SL,OS FATE VJITIt 2 1;' 2" NIIJIMUM EDGE DISTANCE LOCATE ANGHOF.', A=; SHOWN IN ELE'vgT'0`IS II,. SrALLA110N GLIAIL S 17. FOR A'•.CHORI'IG THROUGH FRAME !NTO METAL STRUCTURE USE #10 SPS Or SEE DRILLI" J0 SCiEWS WITH _.IIFFICICNT LENGTH TO ACH,E'.r[ 3 THREADS VINIMuV 3[YC'JJ STRGCTJR-- IN-E•"IOR WALL LOCAIE ANCHORS AS SPOWH CJ ELEVA110NS A,,D INST.4'jAlION L' CIAI i. 18 ALI- FAST_N7F.S TO 9E •;ORr0,SION RFSISTA%IT. 111 INSJALL,1I014 ANC1-ORS SHAI L BE 'N`:',ALLL:) IN F'.CCiiRC:.IvC!_ WITH AN---POR MANUfAC. IURr,R`S INS1.All/+TION INS7RUC11ONS AND ANCHU<< SH.AL;. N01 IN. LI E:) IN SIjRSTRATFS WITH STR;NGTHS LESS THAN THE MNIMUY STRENGTH SPF;FIED 9E1 OW A WOOD MWIbUlA SPLCF-IC RA`„11Y OF G-0 •12 F. CC)NCREIE MINIMUM COMFUL, SIVL Si RE'Y;IH OF i3O Fi CISI C. OAT ,,)IJIRY -101I OW/I 11 L11) HI 0(;K PF-1 ASTV C70 Wli'I Fm =2,000PS1 MIN,LJI.ld D ME-1t 5TRLIGTURF. STFFL 186A O,8") F1=33KSIjFL:-52.KSI OR A'' U1,.4I'J'JM 6063-T5 FU-.-3DKSI 0-18" THICK tdIMIMULJ E --- — — -- - TA9LE 0 CONTENTS - -- S' 1LCT N%) LESCRIPTION ---- - 1 NOELS 2 - 4 I LLL'd•ATONS 5 - 13 I INSTA_ATIO"J CETAI-S 14 i 1--,O.IP0NFlIT5 SIGNED: 0711212016 M65WINDOVdMARKND DOORSET JRriL/oWESTl i// S GRATZ, PA 17030-0370•GENSe. S 0 5 SERIES185ALUMINUMSINGLEHUNGWINDOW52" X84" NON-IMP4CT yC stO SATE NOTES0-ppF 4/ I: NRV:NS;F1pR10P•dN' N. G. OS c0251 60F A ZZS ONA.J \\\ NTSnA' 12/05/14 14 S7' MAx F,ME Y:ID I11 16' i' liAX MAY, b. i' I_ 16 MAk OC. l— F 'AML aFI:H I I p,_- 2" MAX i 2" J 1F. / AX C I 52" MAX FI7Abil" WIDTH i5-- ` 7^ MAYMAX0C l.14Y FP4Ad_ HEIGHT 4 X/ If I I I 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGES FINLESS INSTALLATION FLANGES FINLESS INSTALLATION WITHOUT FILLERS WITHOUT FILLERS SEE CHART di FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #I FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE J JT ES i •.14/IIIII.M Si:Sfl ;LI; 51" X ,So" 2 MA, il,11,M SA`_if 1 D-1- 0- a, 1g X 32 1 /2" 3. M4X1611JL+ =4C0 D I. 0 49 /u" X 45" METAL SWEEP LOCK AT8" FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS RFv'; IGFIS DFS, RIPTIDE: i DFTF: A'. 'O:TD DOSED, ANCHOR. SPACING k CHARTS 1 07/11/ 20'6 R F CHART # 1 UNITS INSTALLED WITHOUT FILLERS Number of anchor focafiona required Frame Frame Width 11n) Height ( in) 1600 Head Jamb 2100 Need Jamb 30. 00 Head Jamb 36. 00 Head Jamb 42- 00 Head Jamb 46. 00 Head Jamb 52. 00 Head Jamb 2400 2 3 3 3 3 3 3 3 4 3 4 3 4 3 3000 2 3 3 3 3 3 3 3 4 3 4 3 4 3 3600 2 3 3 3 3 3 3 3 4 3 4 3 4 3 4200 2 4 3 4 3 4 3 4 4 4 4 4 4 4 46. 00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5400 2 5 3 5 3 5 3 5 4 5 4 5 4 5 6000 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 5 72. 00 2 6 3 6 3 6 3 6 4 6 7800 2 6 3 6 3 5 3 6 4 E iLL 6 4. 00 2 6 3 6 3 6 3 6 4 6 7 SIGNED: 0711212016 AND AND M65WINDONlWESTR I )L0 MARKETSTREETGRATZ, PA 17030-0370 v •GENS:9S 0 5 *7 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X84" NON -IMPACT FLANGE Lc FINLESS ELEVATIONS ff o 0 , AT OF-,` O C R10' DRAIANL`h; Y.1 HfY Nti G. 08 c025a6 A ss ONAL`ENG\ TCIA-1 NTS12/09/14 2 OF 14 52" MAd FRAME 2" VAX 1 F.' VAX 2" MAX t, I I 'I MAX ii O i O 1; / F.I'• J ii - -- --' ---f I 1 '2A-.11_ iI I I 2" MAX - 52" VAN FRAME WIDTH ---- I q" 6+•AX Z lA>; Ia" O0C. r i ae MAX Fr,AM HEIGH" 4 I 1 l-2" iJLi__' _iT6r-1 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGES FINLESS INSTALLATION FLANGE& FINLESS INSTALLATION WITH FILLERS WITH FILLERS SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE I MAXIMUKA SASH CIZC 51 " h J6". 2 MA.X'Mt_k1 SASH DLO. 47 (-/5' X 32 1 /2" 3 MAXIMUkA =,QED D L O =9 : /4" X 45" METAL SWEEP LOCK AT8" FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS HE nvs:a:.nnN rare >=r,ovm REVISED f•IJ%HOP. SPnCRJC k CHARTS 1 k)7/1 1,,'201 Fj RL CHART #2 UNITS INSTALLED WITH FILLERS Number of anchor locations required Frame Frame Width (In) Fielpht (In) 16.00 Head Jamb 2400 Head Jamb 30.00 Head IJ..b 3600 I Head Jamb 42.00 Head Jamb 4600 Head Jamb 5200 I Head IJamb 2400 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 3600 2 3 3 3 3 3 3 3 4 3 4 3 4 3 4200 2 4 3 4 3 4 3 4 4 4 4 4 4 4 46.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 6000 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 6 3 6 3 6 4 6 4 6 4 6 7800 2 6 3 6 3 6 3 6 4 6 1 6 4 6 64,00 2 6 3 6 3 6 3 6 4 6 1 6 4 6 MI WINDOWS AND DOORS 650 WEST MARKET SFREEI GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT FLANGE & FINLESS ELEVATIONS N.G. 08-02546 sralr_ NTS D4 r 12/09/14 1 ="' 3 OF 14 SIGNED: 0711212016 1R LII I S o 1'// i r\ r, E NSF y*o' S} '40F4 ORIO • w ix Fss'ONAj1E 4\\ 0 1'---- 52 MAX FRAME WJF)Tfl -- i 2 L MAXAX00r -- - I, II MAX I I r! i 1 r / I^I\r u I 185 ALUMINUM SINGLE HUNG WINDOW 2" MAX - _ — I - - [ MAX MAX CC 2.. I j 10" MAX I01 hG" 1 12AVL I HEIG-i` ! LJ I ! i i I1 i I 1 b1AA L1 •___ _ _-- _— r 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART #3 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART Y3 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE PICT,j JAi, NLR,i SASI' SIZL _ I ' X 36" 2, IJ.%),dAUl,1 SA,,l1 LU 4, l)/8" n 32 1, 2' 3 I. aKil1UI,r 1 IXED D_L') d3 I / e" X 4", HARDWARE SCHEDULE METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT IAMBS rf 150115 , REV uscru Tini, 0A7 A' TCrn Cf, A R^r;SFC M4CUCR SPACING R CPAR75 O7/1Ij201, RI CHART #3 Number of anchor locations required Frame Frame Width (In) F41ght(in) 18.00 14.00 3000 36.00 42. 00 4800 5200 H d S Jamb N d S Jamb H d S Jamb H d S Jamb H L S Jamb H d S Jamb H d 5 Jamb 24.00 3 1 3 3 3 4 3 5 3 5 3 6 3 6 1 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 41.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 4800 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 7 3 7 4 7 5 7 5 7 6 7 6 7 6600 3 8 3 8 4 8 5 8 5 8 6 8 6 8 7200 3 8 3 8 4 8 5 8 5 6 6 8 6 8 7800 1 3 9 1 3 9 4 9 5 9 1 5 9 8 1 9 6 9 8400 1 3 9 1 3 9 4 9 5 9 1 5 9 8 1 9 6 9 SIGNED: 0711212016 MIWINDOWSIWEST IILl TREET MAKEJTSTOOKSGRATZ, PA 17030-0370 7 i// r • GENs 9J+ 0, 6 *= SERIES185ALUMINUMSINGLEHUNGWINDOW52" X84' NON -IMPACT OF, FINELEVATION7Q,• AAT R Nur OS c02546 A 4 Ss pNAL1E 6'`\` Drl1JTS12/09 14 4 OF 14 i OCD 1pk", r.c CR Z,• RJ,:K ROD Ft kPPFOVF1) SEA -ANT EXTERIOR 84,;K_R ROD f ,^.P^F;iVFD r,_ANT YCOD PRAIXIN.,' CR 2X EJCK BY I,THE,S 2 '•AIN FCGF ',N_ANCF- 10 WOOO SCI?t'R INTERIOR 3/4' !A N LDGE DISTANCE METAL - TPUCTUftF_ \ Dt OIHERS \ j r 1/4" MAX I_ SIVA SPACE A.PPHOVLD SEA,ANT EXTERIOR T'I. TO BF `_:T IN A BILL) O' AI,PKO'VF:1 STRUCT"RAL S A-AN- 1 /4" MAX BACKER ROD - L 'SHIM SPACE .11 APPPOVFD \ 1 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES' 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 METAL -,,,, BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SMS OR DRILLING LW INTERIOR SILL TO BE SIFT IN 4 BELL OF APPR(WEO STRUCTI IRAI SLALA N T 1/4" MAX r SHIM SPACE r REv,1nrr, ' P. RLVSCC ANCI-OR SPACING h CI -ARTS i ;i'.; tl•"7plF RI 1 1/4" 1.+Ir•) I %4 ' EMBLDYLNI SHIM SPACE 1 2" % INTERIOR FAIN / FDGI y 10 WOOD Q--- W00D, F44MINU OR C EXTERIOR IBr'YTfDU" BAT:.ER F.aC fi AFPROV-D S F ALAN - JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4', MAX. HM SPACE aft, 1,OR • SFt F DRILIL L IFlG INTERIOR t j 4 LUGL i if — ---- -- DISTANCE x EXTERIOR METAL- ' STRU+:TURF \- BF_KLt? RODGOTHERSLAPPROVE-) SEA'_AN- JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 MI WINDOWS AND DOORS 650 WEST MARKET STREET yj1111f11I, g R• Lb 1f% GRATZ, PA 17030-0370 GEN,9*. p i SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 #= 52ATION NON -IMPACT IMPACT OF', cFLANGEINSTALLATION DETAILS WITHOUT FILLERS A ` TAT naawN u,u,. ;.o. etV i FS A(OR1.Q'•d i' N.G. 08 A s OIIlAl 1\\\` f025560F 14NTSn"-- 12/09/14 2 1; 2" MIN DGE DI"'ANCF Bf OTHFRS n n 0I1110NA' 0 FJGK — ----- a • n SEE 'JC;IES 3 - 7 _---_--- EVREDSIENT SHEI-1 1 --- - --- . I BACKI -'. iHlfd c,PA!:E it :••F'RG rD I sE L rn 1J I 3/ 16" -A-CON jIIII EXTERIOR FI `i J INTERIOR III III BACKER POD APPRC aE' SEA,LA`J7 \ OFTIONA_ IX RU-.;w - S'_ I- '`:Cie 3 - SHEE" 1 Bf O'HO'S LI --- I S'I I TO RF 5FT IN A DEED Or APPROVED STRU'CTURAI- 1' 1 4" VA)( SHIM SPACL VERTICAL CROSS SECTION CONCRETFJMASONRY INSTALLATION 1 1;4" MIN EMBEL,MLNT CONCRETE/MASONRY - Dy ODiERS 3/16„ APCON I AEYi_fjlli Uscri DON ttI DATE AP-6NTD R'4 :SrD ANCI CDR SPACIJJG h CHAR-S RI 114" MAX S,TM SPACF I I INTERIOR EDCF DISTANCE . I EXTERIOR BACKER ROD I & Ar,PPcV'ED Or'TI(1t44. I'< RUCK SEALANT S_E NOTES 3 - SHFFT I JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES' 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0711212016 JD DOORSssWIwDON/ESTMA KLrS GRATZ, PA 17030-0370 STREET\\`J\SIRIILIo// GENS•d+ SERIES 185 ALUMINUM SINGLE HUNG WINDOW fit• 0 6 • *= 52"X84" NON -IMPACT a(1r FLANGE INSTALLATION DETAILS WITHOUT FILLERS AT OF N.G. 08-02546 S0 A T/IIIIIIIII nA'i 12/09/14 " 1JTS 6 OF 14 2" V114 A'00D BUCK U) OfliLPS R,NC?._R ROD — 1- AP71ROVE I'l S'_ A'_AN F 4ILLLR EXTERIOR UAICK` K tOD Ar Ap,Rovrl) A_ ANT I 1/4" 4" MIN. A- MA, METAL - T 11 J C-1 li fl, E 5) OTTERS Ju I SI11M SPA— APPFIC-Lif) SEALI", NT klo wDon, scp-v; jiI F INTERIOR EXTERI 1771 Sjjii, FE 'q- 9U) 01 APPPOV70 3 RLIl-_ T,IRA_ 1 , ',I '" MAX BA,'KEP ROD SHM S" ACE & APPROvED SEA[JI4T R001), OR X RJCK BY (.1IIERS MET/ STRUCTUF BY OTHES VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES f INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 f2 1-1 3",- h' IFI LOGE D151ANCL - 1/4" MAX. SI IIII SPACE 10 SMS OR SFL'- LRILLING, SCREW INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 71-1 _ 0 HE SET IN A ULD OF APPROVFD 1, TPIJC. T'1RA'_ SEALANT 1/ 4- MAX SHIM SPACE RD' DESCRIPTION 11TI I >1111,111 RE VlS[ DA14CI DR SPACING A CIAR--S 07 /1 I.;;Ir I F1 R I 1 1/ 4" {.SIN 1/4' MAX ElkiECV-11T S Ikll SPACE J__ 1 / 2" MININTERIOR wDrEDiSTANCIT P. 0 worc') Fil T 11111000FRAMING J OR 2X LWC< EXTERIOR BY OTHERS f3ACK-_R ROC j AFPROV-D VILL:_R SFAi A14 F JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION HETAL STRUCTURE SIACE Fy OTHFR. S Flo SMS OR INTERIOR 1,FI F nR11 I IN, G TIM MIN DISFAt JCE RIGID BACKER ROD Ap"RC" VED SEA' -ANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 WINDOWSMARKET AND DOORS650 W EST STREET L o GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 4 52"X84" NON -IMPACT FLANGE INSTALLATION DETAILS WITH FILLERS AOF N 08-02546 A kx OAI_11I/it14TS 1"'- 12/09/14 P"'7 OF 14 I'(N11ON 2 1/2 M N PUCE UI:-, Ah::F 4 n pl'IIGIU•.I_ 1N N"U'C d n 'I 1 %'. MIFI. SEE 14cl 3 - 7 _-- ----E41FjEDt.IFNT SH_E 1 11-------- -. 1/4" MAX U^•i.RL1; I?C•C — " SHIM SPAS;_ k AP'ROVED SLA AN1 PI(4D \ FI-LER' — 3/1G" TADCON I i Ih EXTERIOR INTERIOR I SII I TO RF SET IN A BED O BAChE? 07 Ii APPROVED APPROVED \ ii TRUCTURAL nSEAL I. SEAU NT OPT101`14L IX HUCl — S6F r:OT:_ 3 -- r - L-- 1 /a" f.+..x SHN/ _PALE I CONCR-- E/I:AS,)NR ' BY VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION 1 1,,4" 1.11N LMBEDMENI CiNCRFTE/MASQ-NRY UY OTHER5 I --- 1• I MIN , ED6' I ,v DISTANCE RIGID IILLER FEvI' Jlli - - -- - IRCVDESCi'TbN I DFTE REVISFC AIJGI-•JR. SPACII+6 & rIWaTS o7/11; 201F R 1. CPII01,In, 1X' E,;f;K SEE NOTES 3 - SHEET 1 i11M VAX SIIILIACE i INTERIOR i 1 % EXTERIOR RacKFR ROD f. APPROVED SLALAN= JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION NOTES' 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X84" NON -IMPACT FLANGE INSTALLATION DETAILS WITH FILLER N. G. 08-02546 V L 14TS °A_`- 12/09/14 I51fflT8 OF 14 SIGNED: 0711212016 Wi 70 =PAMIN G U) 0I1ILF6 B;:nI ;7R R00 A. AS) IF.UVF1 MASLA-ANI 1 ••SIIIM SPACE M T.A;. \ STRU ,IURF UY OTIIER`_ APPRUVLD SEALANT 3/4" MIN EDGE DI',TANCE 1/4" h4AX r SHIM S°ACE d10 WOC1U SMS OR EXTERIOR sE! D iLLI'ln; SCRL'v`.' IJ INTERIOR _f 1 — c EXTERIOR INTERIOR I JJ r .I SILL TO EE 'SET i IN r OLD OF VFO STRt CT;IRAL N41,ER ROD — AP40VFD \ 2 / SLALANI H.AI-KFR ROF. EA.ANT 1114" MAX A.PPROWE s, lw SPACE SEALANT a00D FRAIII r:L' OR ] X BUCK BY (, THERS METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL - 0 BE SET IN A BED Of APPROVED SIRUCIURAL SLA_ AN] 1/ 4" MAX. SHIM SPACE REv_ rr, ' RCti' FSC In7i,7N CITE •'.''C'G L A RE'OSCD ArJLI,GP. SPACING k CI -ARTS 07/11,,2C 15 PL. LWILDF. I,NT SHIM SFACL I INTERIOR 1/2---I,\i ii EDGE ,. EXTERIOR V1 SOD UR 2% FUCK BY OTHERS F-( I(FR ROD fi A.PPROVLC S! All `J 1 JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/ 4' h1t,X bHh1 : iP,,,CE rn,? r7 t0 Sh4S 01 INTERIOR SFI F DRII I ING zitru I 4 rJ- EDGE D' 5TANCE EXTERIOR J--- LIETAL - BACKLit ROD SIRUCRIRE L, AP,RCVF) OTIrLRS SEA! AN' JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 MesoJIµD01NEST MArzKND Vt Ili/b EI SDOORS TREET\,\\\\ GRATZ, PA 17030-0370 w•.GENS•S'% 0 5 = SERIES185ALUMINUMSINGLEHUNGWINDOW52" NON—IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS l_ TATOFN„ N. G. 08-02546 A ONAL EaG IIIIIII111\\\ VAIFNTS °A-`' 12/09/14 "I'I19 OF 14 F I)GF 2" WIN. DISTANCECoNCR;_I`C/N',AS--_)fJR" T2 13r )TiERS LVBEDIALNT SEE N-TES 3 - 7 SIIEEi 1 1/4" MAX SLA,_Arl 3/16" -ACON JiiII_. EXTERIORINTERIOR 1 1 SILL -0 BE SET IN A 3LD OF RACKFF' R!1') A F FID A-' PROVEC) ST'JCTIJ4Al_ SLALA N I SFALA'41 OPTIONAL IX H:j(': IJAX 1 3 -- 7 M SPA SHC E SHCEF 1 VERTICAL CROSS SECTION CONCRET& MASONRY INSTALLATION 1 1'/4' mit) ____ EMBEDMENT I CONCRETE/ I,14SONRY ulY OTHERS 7/,- COIj 2 1112" MIN, F-)(, F DIS m_ mr-Ck WE 11003171) AW J,013 SPt.C.114G & (,14ARTS 1 "71;1 pIjQj\ I4,_ 1X [,kjr'K SFF NOTES 3 I/"- ' I,' AX, Slill SPACE INTERIOR EXTERIOR PACKER ROn AFIPPC) V-D LALAN' JAMB INSTALLATION DETAIL CONCRETFIMASONRY INSTALLATION NOTES, 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS 6, 50 WEST MARKET SIREET GRATZ, PA 17030-0570 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X84" NON -IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLER I- RAWN N. G. 08-02546 77 — 11 —Ts—F-712/051/14 IS"" 10 OF 14 SIGNED: 0711212016 IR .. L 0 5 AAXOF jo*jI 0 FS ORMt I' ll ONAL Il I 10\ 1 /2 SA,'J DISTANCE CR :'i RU\:P: Ui HA(:r =R ROD F A[- F.0VFD S_A-ANT R„D fILLLP EXTERIOR 4 MAX HIM SPACE 10 r': 01) SCI 1__ Lori I a is JJ IrJ L INTERIOR J1—,= a f SI '- 'O BE SET N A H'LU Of- AP=^OV-D fj STRIIr T . •RAL UAC,k R ROIJ 9 SLAI ACII AP^RU FD SEA -ANT\- _S1_L--.J/ 1;/4" PAX BACk'P. POE SHIM SPACE k r=PPROVEC VJiOD -RAM'I,G — OR 2X DJ(K BY OIPEN3 \ l METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION METAL - TRW; TURF . UY OT^LR. APPRO' dLii SEALAN 3/ 1' ',I,N LDGE _\ ISIA.NCE 1, r4" WAX r SInM `_PACL T IROD 110 S`.JS OR SEL: DR LLCIG EXTERIOR SCREW I fl Ic I1_r,= INTERIOR I 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 E21 12 SIP, ' C HE SET IN A GLU' 01 AP' ROVED Sl RUC:TURAI SLALAN T 1/ 4" MAX SHIM SPACE REV'' pl Ya Rry USC—T-ON f/iE a:+nrptTp i A. RC<GCC ANG12013 SFACINC, h CHARTS U7, 1 I %201c R I 1 1 /4" MIN. 1 !4" MAX EYDEDMLNI SHIM SPAI.L I 1 / 2' \ INTERIOR MIN F. ; DGL 10 wow E, ti J Z J I EXTERIOR V100D FRATAITJ' -- \ OR 2X DUCK ; DA BYOTHERSi ;;(ER ROC FILLER SEAL ANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE \ I%A IAAX, Dl' 01 ",ER, SHIM SPACE tD SIAS OR -.` INTERIOR SELF DRIIIIN' SC' tLVr i v\`. iT1U111 f! f (r- - 3/ 4' M' N------ ECGF CISTANCE 1,c,•J EXTERIOR RIGID / L LIA KLR RCD FILLER N APPROVE-) SEALANT JAMB INSTALLATION DETAIL 1 —. 1 IAIOTA11 A-1 SIGNED: 0711212016 65NIWDO"/ ESTMAHKND S 1?.- Lo VERTICALCROSSSECTIONETSDOORSIRLEIE NSA q% METALSTRUCTUREINSTALLATIONGRAIZ, PA 1 7030-0370 G SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0„625 #= 5ALLATI NON -IMPACT FINLESS INSTALLATION DETAILS WITH FILLERS y ^ 1-, 88TATEE OF RtV 5r;o F ORt••\i.\ 08- 0`2516 A N40j0NAj1IarG0G\ NTS °"' 12/09/14 OF 14 2 1 /2" f,A N. FOIE 0'-'A[4CF ColCR_ I'L BY OTHERS -- — ----- 1/4" MIN EMBEDMENT ACC NCITES 3 7 1/4" MAX A(,'Kf [Z pr - )I - — ------ HIM SPA(-__ S. AFIr'r I C," TAICON Fl( I FR L EXTERIOR L-jI, INTERIOR ILL _C BE SET N A BED OF BACKER FOT) Ac'PROVED STRi,C_URAL SEALANT OPTIONA- IX BUCK n,Q MAY. SfEF-TE 3 SHIM SPACC OT1106 VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION EMBEDMENT Cr,N?',RET;7/MA',ONRY D. OTHERS f of Z/16" -,A;'('ON — 2 ml DI STANCE I / 11 EXTERIOR I I A IS"•,CKER ROD Appp(lvro SLAL ANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION DFSr MPTIOK RPOSFI), AlKI-OR SrA'.lNC & CHARTS 121101,l4 1X BUf - -K SEE NOTES 3 - 7 SIL-F i RIGIF, 9' 1 FR 511W SIA L I INTERIOR 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 E21 t2 IMI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FINLESS INSTALLATION DETAILS WITH FILLER 08-02546777RIWN N.G. N1111 NTS ID'-' 12/09/14 1'""112 OF 14 1111c Al- n 07/1 11,20 16 RI SIGNED: 0711212016 P rGOC SC.'RF'+V i0' PfIN CGE DIbTAN_E EXTERR I T— FnGE [)q=T.111GF y v;o:1D r l+Ir,_t) r w I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION W"IOCI FR4MING Fli OTHER: 1/4' MAX, SKIM SF'ACE lNuCL' F RIMING _ 1 /4" PAX BY OTHERS I SHIM S''ALE INTERIOR MCI:. I EMBEDMENT 48 7/16" MIN I-- FOGE DI$T.ANCF_ EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION FFwsDrr, ' DFSCRIPTi0N I DATE 0.^'06TD RFVj_-FD A14CI "R SCA^.114C k CFIARTS I li 7/11,12r, 161 PI ------ 114" +AAX NOTES' HIM SFA•;E 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 A^"30C FRAM NG BY ')TH;PS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRA17, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FIN INSTALLATION DETAILS N.G. OB-02546 q " NTS IDA-r 12/09/14 `"'" 13 OF 14 SIGNED: 0711212016 lk 1IL J y i 005O F, Qfz Nry 'nF•'c(DRIDr• A //7d'S10NA j1E \V 2 .5/16" , 7/6" T 2 /1f 1 I 13/1G' 2 3/16" FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD CM- 18501 CM-18503 CM-16553 ALUMINUM 6063-TS 050' THICK ALUMINUM 6063-T5 050" THICK ALUMINUM 6063-T5.050' THICK I 1 I I I 3 31/6" 2 3/13 3 3/1"1 p FLANGE FRAME SILL- FINLESS FRAME SILL i CM-18502 CM.18554 FIN FRAME SILL ALUMINUM 6063-TS 055" THICK ALUMINUM 6063-T5 055" THICK CM-18509 ALUMINUM6063-T5 055'THICK 1 7/16" t n- r Ij i l 3 4" lt1,r 2" LE LOCRAIUSTILE SASH BOTTOM RAIL MEETING RAIL CM- 18505 CM. M555 CM-18504 ALUMINUM6063- T5 062"THICK ALUMINUM6063-T5 050"THICK ALUMINUM6063-T5 055'THICK 15 - 1—SASH STILE CM- 18507 GLAZING BEAD GLAZING BEAD ALUMINUM6063-T5.050'THICK V 666-- - V-185 RIGID PVC .060' THICK RIGID PVC .050' THICK aEvslp Y. Rf_ vNSUIPTNN A R-iGCD ANCI I0R SPACING k Cr+AR'S 07/7 1 i 201 f P I 2 3/16` i i r` FINLESS FRAME JAMB CM- 18513 5/8•• ALUMINUM 6063-T5.050" THICK 1 / 8' ANN - - - t /8' ANN LAETPL REINFORCED 2 3/ , 6" _.., EXTERIOR INTERIOR i I I =_ , SFALANT Y TTING HOCK GLAZING_ DETAIL A FIN FRAME I-IFATI CM- 18508 ALUMINUM6053- T5 050"THICK 2 S/K.. EXTERIOR INTERIOR SLA 2 3/16" - 5/8' DITF. - SIUt., n I -,-- t SETT ru; . FIN FRAME JAMB DETAIL B 3LCCY - CM- 18510 GLAZING ALUMINUM 6063-T5.050' THICK MI WINDOWS AND DOORS 650 WEST MARKFT STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X84" NON -IMPACT COMPONENTS N. G. 1 08-02546 mL NTS -" 12/ 09/14 5"UT 14 OF 14 SIGNED: 0711212016 J` S 1 11 I l i104t ll1T AATT V Rw ' F•'c(OROt• A ; e is' ONALIE G\ Florida Building Code Online Page 2 of 3 Summary of Products FL # Model, Number or Name Description 15351.1 HS 188 Fin and Flange Frame 73x62 Insulated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: LC-PG55. Glass must comply with ASTM E1300-04. Certification Agency Certificate FL15351 R4 C CAC APC 97429.01-109-47 Fin and 97435.01-109-47 Flanae.odf Quality Assurance Contract Expiration Date 02/16/2019 Installation Instructions FL15351 R4 II 188 HS FIN 73x62 DP55 As Tested 97429.0l.odf FL15351 R4 II 188HS Flange Non -Impact Fastener ched le 08-01023B.Ddf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15351 R4 AE 511588B.odf Created by Independent Third Party: Yes 115351.2 1 HS 188 Fin and Flange Frame XOX 1120x62 Insulated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-55 Other: HS-LC40 Certification Agency Certificate FL15351 R4 C CAC APC 99775,01-109-47 Fin and 99780 01-109-47 Flanoe.odf Quality Assurance Contract Expiration Date 04/15/2019 Installation Instructions FL15351 R4 11 188HS XOX Flange Non -Impact Fastener Schedule 08-01156B.odf FL15351 R4 II Installation Instructions - 188 HS (XOX) As Tested 99775.01.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15351 R4 AE 511725B.Ddf Created by Independent Third Party: Yes 115351.3 1 HS 188 Fin Frame 173x62 Laminated Insulated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: HS-LC55. Missile Level D, Wind Zone 3. Glass consisted of 1/8" annealed outer lite, air space, 1/4" annealed laminated glass comprised of 2 sheets of 3/32" glass and 0.090" thick PVB by Solutia. Glass was bedded in Dow 995 silicone with a 5/8" glass bite. Certification Agency Certificate FL15351 R4 C CAC APC 97356.01-109-47-RO 97429.01- 109-47-RO.Ddf Quality Assurance Contract Expiration Date 02/16/2019 Installation Instructions FL15351 R4 II Installation Instructions - 188 HS Impact FIN 73x62 Product 3.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 115351.4 1 HS 188 Fin Frame 173x62 Laminated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: HS-LC50. Missile Level D, Wind Zone 3. Glass consisted of 2 sheets of 3/32" annealed with 0.090" PVB by Solutia. Glass was bedded in Dow 995 silicone with a 5/8" glass bite. 15351.5 1 HS 188 Flange Frame Limits of Use Approved for use in HVHZ: No Approved.for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-45 Other: HS-LC45. Missile Level D, Wind Zone 3 Certification Agency Certificate FL15351 R4 C CAC APC 97356.01-109-47-RO 97432.01- 109-47-RO Prod 14.Ddf Quality Assurance Contract Expiration Date 02/16/2019 Installation Instructions FL15351 R4 II Installation Instructions - 188 HS Impact FIN 73x62 Product 4.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 73x62 Laminated Glass Certification Agency Certificate FL15351 R4 C CAC APC 97354 01-109-47-RO 97433.01- 109-47-RO.Ddf Quality Assurance Contract Expiration Date 01/05/2019 Installation Instructions FL15351 R4 II Installation Instructions 08-01161B.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports http: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQ,A,tDgtH85 72gvd Wlau... 9/7/2017 Florida Building Code Online Page 1 of 3 A. r 9 `4+.:.: {• , c;.:;... _ ..3a .+ ir,' Cy:Siii.W: irc.Y.eSir'i l BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats h Facts i Publications ; FBC Staff i BCIS Site Map I Links Search bPsroduct ApprovaldevcrzUER: Public User Product Approval Menu > Product or Aophcabon Search > Application List > Application Detail FL # FL15349-R8 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. i Comments Archived rI 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. Unch, PE R Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/I.S. 2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted I 11/18/2016 Date Validated 11/18/2016 Date Pending FBC Approval Date Approved 12/01/2016 http : //www. flon dabuilding. org/pr/pr_app_dtl. aspx?param=wGE VXQwtDgtH 8 5 72 qv d WI an... 9/7/2017 Florida Building Code Online Page 2 of 3 Summary of Products 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 FL15349 R8 C CAC APC 12786.Ddf Approved for use outside HVHZ: Yes FL15349 R8 C CAC APC 12767.g f Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-60 04/03/2018 Other: CW-PG60 Installation Instructions FL15349 R8 II 08-02357B.Ddf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 513124B.Ddf Created by Independent Third Party: Yes 15349.2 185 PW 159 x 54 Triple CHS Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 15350.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure: +55/-55 Installation Instructions Other: R-PG55 FL15349 R8 II 08-02949.Ddf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 513783.Ddf Created by Independent Third Party: Yes 15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 15454.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 R8 II 08-02948.Ddf 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 FL15349 R8 AE 513782.Ddf Created by Independent Third Party: Yes 15349.4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 8272 Ddf Approved for use outside HVHZ: Yes FL15349 R8 C CAC APC 8273.Ddf 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" FL15349 R8 II 08-01614B.odf 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 R8 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 FL15349 R8 C CAC APC 7962.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/05/2020 Design Pressure: +55/-55 Installation Instructions Other: FW-1-055, Missile Level D, Wind Zone 3. Glass FL15349 R8 II 08-01613B.Ddf 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 FL15349 R8 AE 512277B Ddf Created by Independent Third Party: Yes 15349.6 185 PW Impact 73 x 61 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 12136.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/28/2017 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R8 II 08-02947.Ddf http://www.floridabuilding.org/pr/pr_app_dtl. aspx?pararn=wGEVXQwtDgtH8572gvdNVlan... 9/7/2017 Florida Building Code Online Page 3 of 3 1 consisted of 1/8" annealed exterior - spacer - 1/8" Verified By: Luis Roberto Lomas 62514 annealed / 0.090 PVB / 1/8" annealed. Glass was bedded in Created by Independent Third Party: Yes Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349 R8 AE 513781.odf Created by Independent Third Party: Yes Back Next Contact Us . 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-]824 The State of Florida is an AA/EEO employer. Coovnaht 2007-2013 shte of Florida.:: Privacy Statement .: Accessibility Statement .: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail If you have any questions, please contact 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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please click berg_. Product Approval Accepts: M = llwci -,®- Credi(Card. Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvd)VIan... 9/7/2017 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X 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 REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS DESCRIPION DATE APPROVED REVISED INSTALLATION DETAILS 06/01/15 R L. REVISED NAME AND ADDRESS 1 10/27/16 R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 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 NOTES 2 — 3 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 — 12 INSTALLATION DETAILS SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 5 Ilk 9,p' GRATZ, PA 17030 CENS 0 6 M= SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT NOTES 0 , TAT OF c 1O1E;•G\\ V DRAWN DWG NO EV 08-02357 ss/p NOARL LUIS R. Lomas P.E. FL NO62514 SCrLE NTS D09/03/14 1 OF 12 L ROBERTO LOMAS PE 1432 WOODFORD RD LEKI5VILLE, NC 27023 431-666- 0609 rlbnws a lrbmaspe com 6" MAX —-r 72 1/2" MAX FRAME WIDTH 18" MAX O.C. I 6" MAX REVISKM REV DESCRtFnON DATE APPROVED NOTES: A REVISED INSTALLATION DETAILS 06/01/15 R.L. 1. MAXIMUMD.L.O.: 69374'X683/4' B REVISED NAME AND ADDRESS 10/27/16 R.L J- CHARTNI 18" Number of anchors required (without rigid fillers) MAX O.C. Frame Frame width (in) Height 2400 1 30.00 3600 42.00 4800 54.00 60.00 46 00 7250 In) HAS kambi His kamb HAS Pamb HAS Pamb His Jamb HAS Pamb HIS amb HAS amb HAS Jamb 2400 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 30.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 71 1/2- 36.00 2 3 2 3 J 3 3 3 3 3 4 3 4 3 5 3 5 J MAX 42.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 5 3 6 3 FRAME 48 00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 6 3 6 3 HEIGHT j 5400 2 4 2 4 3 4 3 4 3 4 4 4 5 4 6 1 7 1 2 4 2 4 3 4 3 5 3 5 4 5 5 5 6 5 7 5 4600i600 2 1 2 1 3 S J 5 J 6 4 6 5 6 6 6 7 6 71.60 2 5 2 5 7 5 7 6 3 6 1 4 7 5 7 6 7 7 7 REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW EXTERIOR VIEW CHART N2 FOR NUMBER OF ANCHORS REQUIRED Number of anchors required (withrigid rollers) 72 1/2" MAX FRAME WIDTH Frame Frame width (in) 6" MAX — 18" MAX O.C. Height 2400 30.00 36.00 42.00 48.00 5400 6000 66.00 72.90 I 6" MAX in) HAS Pambi HAS Pamb HAS Jamb HIS Jamb HIS J.mbl HAS amb HAS amb HAS amb HAS Jam2 2400 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 3000 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 6" j 3900 42. 00 2 J 2 3 J 3 3 3 3 3 4 3 4 3 4 3 5 7 3 2323733333134343548. 00 2 3 2 J 3 J 3 J 3 3 4 3 4 3 4 3 5 3 54. 00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 1 60.00 2 4 2 1 1 3 1 1 1 3 4 3 4 4 4 4 4 4 4 5 4 71 1 /2" 18" 66. 00 2 4 2 4 J 4 J 1 3 4 1 4 4 4 4 4 5 4 MAX MAX C. 71, 502 5 2 5 3 5 3 5 7 5 4 5 4 5 4 5 5 5 FRAME T0 SEE SHEETS 4-7 FOR INSTALLATION DETAILS HEIGHT I REFER TO CHARTS J SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 do J2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING t60. OPSF NONE MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE Q FINLESS ELEVATION & CHARTS tMAMN: M NO. J. L. 08-02357 sr& E NTS I DATE 09/03/14 `2 OF 12 L ROBERTO LOMAS PE 1432 WOODFORD RD LEWISVILLE, NG 27023 434- 686-0609 r0omas@I4wnaspe mm SIGNED: 1111512016 J J SUi k I IL oC+ E i6; 1; FOAET 0RdE ORIO'• Luis R. Lomas P.E. FL No.: 62514 71 I FE HE 6" MAX.— 72 1/2" MAX FRAME WIDTH — I18" MAX O.C. 18" j MAX 0 C 1/2" IAX AME IGHT j 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. — I 5" MAX 00 00 18" MAX O.C. 71 1/2" MAX FRAME HEIGHT EFER TO CHART 13 ---- FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE NOTES. 1 MAXIMUM D L O 69 3/4' X 68 314" REVISIONS DESCRIPTION DATE APPROVED REVISED INSTALLATION DETAILS 06/01/15 R L. REVISED NAME AND ADDRESS 10/27/16 R.L. CHART N3 Number o/ anchors required (fin installation Frame Frame width (In) lie 1pht II.00 J0.00 36.00 42.00 46.00 54.00 60.00 66.00 72.60 IIn1 Hd5 Pambl Hd5 Pamb Hd5 Lamb Hd5 J&mbIH&Spamb HiS Jamb Hd5 Pamb Hd5 Jamb HdS Jamb 2400 3 1 3 1 3 1 3 3 3 4 3 4 3 4 3 5 3 6 3 30.00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 6 3 36.00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 6 3 42 00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 6 4 46.00 3 4 3 4 3 4 4 4 4 4 4 t1l 4 5 4 6 4 54.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 6 4 60.00 3 5 3 5 3 5 4 5 4 5 4 5 5 5 6 5 66.00 3 5 J 5 3 5 4 5 4 5 4 5 5 5 6 5 71.50 3 6 3 6 1 3 1 6 1 4 1 6 1 4 6 1 4 1 6 1 5 6 5 1 6 1 6 6 SEE SHEET 8 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FIN ELEVATION dt CHART DRAWN. N0. J.L. DWG 08-02357 GW NTS DATE 09/03/14 sN-3 OF 12 L ROBERTO LOMAS P E 1432 WOODFORD RD LEMSVILLE, NG 27023 434-666-0609 rllomasCWhIomaspe -m SIGNED: 1111512016 S1lk I IL10 ST(,ATT OF REV 'F•,(ORiQ:• B i sS, ONAi1 G\`\ Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR 1/2" MIN EDGE DISTANCE 1 1/4" MIN EMBEDMENT 1/4- MAX. SHIM SPACE 10 WOOD SCREW 10 WOOD SCREW RIGID FILLER BACKER ROD APPROVED 1/4" MAX. SEALANT SHIM SPACEF. WOOD FRAMING 1 1/4" MIN OR 2X BUCK EMBEDMENT BY OTHERS I 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT I F SHIM SPACE I 1/" IN EDGE DISTANCE I INTERIOR 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD - APPROVED SEALANT METAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE 3/4" MIN r--r EDGE DISTANCE 1/4" MAX. SHIM SPACE 7 10 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4- MAX. SHIM SPACE 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE INTERIOR 10 SMS OR SELF DRILLING SCREWS METAL EXTERIORSTRUCTUREJFERRODBY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISIONS REV DESCRIPTION A REVISED INSTALLATION DETAILS B REVISED NAME AND ADDRESS DATE APPROVED 06/ 01/15 R.L 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 E2112 SIGNED: 1111512016 MI WINDOWS DOORS, LLC IIC 0/// MnDKST.`\\J\51R TGRATZ, PA 17030 r,•G N0 J+ 0 6 SERIES185ALUMINUMFIXEDWINDOW73" X 72" NON -IMPACT a FINLESS INSTALLATION DETAILS WITHOUT FILLERS TAT OF O,• i/.t iS' FCpR1QT`G`\\ DRAWNDWCNOREV08 L Luis R. LOTO$ P.E. FL No.: 62514 502357 SCALEWTENTS09/03/14 4 OF 12 L ROBERTO LOMAS PE 1432 WOODFORD RD LEWISVILLE, NG 27023 434- MM-0609 ilbmasCMkbmaspe com 2 1/2" MIN EDGE DISTANCE CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. OPTIONAL 1X BUCK e SEE NOTES 3 - 7 ° EMBEDMENT SHEET 1 BACKER ROD 1/4" MAX. APPROVED SHIM SPACE SEALANT II II "- 3/16" TAPCON EXTERIOR INTERIOR 3/16" TAPCON BACKER ROD APPROVED SEALANT OPTIONAL 1 X BUCK MAX. SEE NOTE 3 - 7 SHHIMIM SPACE SHEET 1 CONCRETE/MASONRY BY OTHERS -° c 1 1 1/4" MIN. EMBEDMENTa a 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REV15IONS ' REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L 1 1/4" MIN EMBEDMENT a CONCRETE/MASONRY BY OTHERS _ 1/4" MAX. SHIM SPACE OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 e • 3/16" TAPCON - 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 INTERIOR 2 1/2" MIN. EDGE ° DISTANCE EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEiMASONRY INSTALLATION SIGNED: 1111512016 MI WIND DOORS, LLC 1R lICIo 7/, oWw. MARKETS5 vGRATZ, PA 17030 GENSF 9J+ SERIES 185 ALUMINUM FIXED WINDOW 0 5 = 73" X 72 NON -IMPACT FINLESS INSTALLATION DETAILS WITHUT FILLERS 0 , TAT OF DRAWN DWG NO O• FC ORIO• REV J.L. 08-02357 B SCALE NTS DATE 09/03/14 514EET5 OF 12 L ROBERTO LOMAS PE 1432 WOOOFORORD LEMSVILLE, NC 27023 LUIS R. Lomas P.E. FL NOas 4344M- 0609 rllomas@Irlomaspe mm WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN EDGE DISTANCE 1 1/4" MIN r EMBEDMENT 1 /4" MAX. SHIM SPACE RIGID FILLER 10 WOOD SCREW INTERIOR 10 WOOD SCREW RIGID FILLER 1/4- MAX. SHIM SPACE MIN. EMBEDMENT I 1/2" MIN. r EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX EMBEDMENT I SHIM SPACE T_ RIGID FILLER 1/2" MIN. EDGE DISTAN I N VCE INTERIOR 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 3/4" MIN METAL r EDGE DISTANCESTRUCTURE BY OTHERS 1/4" MAX r SHIM SPACE BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD - APPROVED SEALANT METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE F:::7 RIGID FILLER 10 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4- MAX. r SHIM SPACE 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE RIGID FILLER INTERIOR 10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R L NOTES- 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 1111I1111 J\5 L M 2 i 9iP GRATZ, PA 17030 v,•XGENS 1-0.p SERIES 185 ALUMINUM FIXED WINDOW 0 6126 * 73" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS S tTATOF DRAWN- DWG NO 08 B SCALE NTS IDATE 09/03/14 SHDEET67 OF 12 L ROBERTO LOMAS PE Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL NO.: 62514B/l34.6-0609 AlomasCdUomaspecan REVISIONS ' 2 1/2" MIN REV DESCRIPTION A REVISED INSTALLATION DETAILS DATE APPROVED 06/01/15 RL EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R L CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENTSEENOTES3 - 7 SHEET 1 9 CONCRETE/MASONRY BACKER ROD 1/4" MAX BY OTHERS 1/4" MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1 X BUCK RIGID FILLER SEE NOTES 3 - 7 SHEET 1 RIGID FILLER 3/16" TAPCON e 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 a , SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD BY OTHERS e " 1 1/4MIN. APPROVED a EMBEDMENT SEALANT JAMB INSTALLATION DETAIL d c CONCRETE/ MASONRY INSTALLATION 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/ MASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 111111I 77 650 W. MARKET ST. GRATZ, PA 17030 S 7 R• / GENSF 9(P NOTES1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SERIES 185 ALUMINUM FIXED WINDOW 0 51 *= NOT SHOWN FOR CLARITY. 73" X 72" NON -IMPACT 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE FINLESS INSTALLATION DETAILS WITH RIGID FILLERS TAT OF ; L DESIGNED IN ACCORDANCE WITH ASTM E2112 i 0.• \ DRAWN DWC NO REV FS'c[pR1pP; J. 08 02357 B i s1ONAt+Ea L. DATE NTS09/03/14 7 OF 12 L ROBERTO LOMAS P E Luis R. LOTOS P.E. 1432WOODFORDRDLEWISVILLE, NO 27023 FL No.: 62514 434-6ee-0609 ftws@ bwspe tan WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2" MIN. EDGE DISTANCE 1 1/4" MIN 4 EMBEDMENT 1/4" MAX. SHIM SPACE 10 WOOD SCREW METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE i--i 3/4- MIN, REVISIONS REV DESCRIPTION A REVISED INSTALLATION DETAILS B REVISED NAME AND ADDRESS 1/4" MAX SHIM SPACE 10 SMS OR LF DRILLING REW EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR jJ10 WOOD SCREW SELF DRILLING SCREW BACKER ROD & RIGID FILLER BACKER ROD & RIGID FILLER APPROVED SEALANT 1/4" MAX. APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4" MAX. SHIM SPACE WOOD FRAMING 1 1/4" MIN METAL itOR2XBUCK EMBEDMENT STRUCTURE BY OTHERS BY OTHERS 3/4" MIN 1/2" MIN EDGE DISTANCE 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 SHIM SPACEFI 1/2" MIN 3/4' MIN - EDGE DISTANC I INTERIOR EDGE DISTANCE I 10 WOOD µ10 SMS OR SCREW SELF DRILLING SCREWS WOOD FRAMING OR 2X BUCK EXTERIOR METAL BY OTHERS BACKER ROD & STRUCTURE APPROVED SEALANT BY OTHERS BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION DATE APPROVED 06/01/15 R L 10/27/16 R L NOTES- 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. SHIM SPACE INTERIOR SIGNED: 1111512016 DOORS, LLCMIWINDoWw. MADK 1R Ilir///% ET GRATZ, PA 17030 J\5 v,•\CENS 9t{+% SERIES 185 ALUMINUM FIXED WINDOW z: 73" X 72" NON -IMPACT ii:4 aEXTERIORFLANGEINSTALLATIONDETAILSWITHOUTFILLERSO•TOF DRAWN Owc No REv rev` jc Oji1 F'G\ BACKERROD & SEALANT J.L. 08 B s ONA 11\\`\ BEHINDAPPROFLANGESCALENTS °ATE 09/03/14 SHEET 87 OF 12 JAMB INSTALLATION DETAIL L ROBERTO LOMAS PE LUIS R. LOTOS P.E. METAL STRUCTUREINSTALLATION1432WOODFORDRDLEWISVILLE. NC 27023 FL No.: 62514 3dSM-0" rlb Cftlomaspec REVISIONS ' REV 2 1/2" MIN. DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 RL. EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R L. CONCRETE/MASONRY BY OTHERS 1 1/4" MIN 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 - 7 SHEET 1 a CONCRETE/MASONRY BACKER ROD & 1/4" MAX. BY OTHERS 1/4" MAX. APPROVED SEALANT SHIM SPACE SHIM SPACEIBEHINDFLANGEOPTIONAL1XBUCK v SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON v EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD & APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK 1/4" MAX 2 1/2" SEE NOTE 3 - 7 SHIM SPACE MIN SHEET 1 EDGE DISTANCE v . EXTERIOR TCONCRETE/MASONRY BACKER ROD & BY OTHERS 1 1/4" MIN. APPROVED SEALANT c a EMBEDMENT BEHIND FLANGE JAMB INSTALLATION DETAIL e , CONCRETE7MASONRYINSTALLATION a 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 1111rri7 7R • LO/i GRATZ• PA 17030 NSA 9(pv SERIES 185 ALUMINUM FIXED WINDOWNOTES 0 6 * 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT FOR 73" X 72" NON -IMPACT SHOWN CLARITY• FLANGE INSTALLATION DETAILS WITHOUT FILLERSw TAT OF2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE CDESIGNEDINACCORDANCEWITHASTME2112DRAWN- DWG NO REV 0 RID" • ` \ J.L. 08-02357 B/XSSj aG` CLE NTS IDATE 09/03/14 SMEE19 OF 12 LUIS R. LDTOS P.E. LROBERTOLOMASPE1432 WOODFORD RD LEWISVILLE, NC 27023 434- 6Ee-0609 rllamas@lrlomaspe c FL No62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1/4" MIN EMBEDMENT 1/4" MAX. SHIM SPACE RIGID FILLER 10 WOOD SCREW INTERIOR 10 WOOD SCREW RIGID FILLER 1/4" MAX. SHIM SPACE I 1 1/4" MIN EMBEDMENT 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE i'— 3/4" MIN 1/4" MAX. SHIM SPACE GID FILLER 10 SMS OR LF DRILLING REW EXTERIOR INTERIOR 10 SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE AA6_ 1/4" MAX. SHIM SPACE METAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION REVISIONS DESCRIPTION DATE APPROVED REVI5ED INSTALLATION DETAILS 06/01/15 RL REVISED NAME AND ADDRESS - 10/27/16 RL NOTES 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2- PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX 1 1/4" MIN 1/4" MAX. SHIM SPACE EMBEDMENT SHIM SPACE RIGID FILLER RIGID FILLER 1/2" MIN. 3/4" MIN. INTERIOR EDGE DISTANCEEDGE 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 FLANGE INSTALLATION 'DETAILS WITH RIGID FILLERS OR 2X BUCK EXTERIOR METAL BY OTHERS BACKER ROD & STRUCTURE BY OTHERS BACKER ROD & DRAWN DWG 40 REV APPROVED SEALANT APPROVED SEALANT J.L. 08-02357 B BEHIND FLANGE BEHIND FLANGE SCALE NTS IDATE 09/03/14 1SHEET 10 OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L ROBERTO LOMAS RE WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 1432 WOODFORD RD LEWISVILLE, NC 27023 434-6ee-0609 rllomes@rbo pe c SIGNED: 1111512016 J`5 x\\jllIIt11IIL0 ////2i v,"*GENSF .,p oR1or.Gt: Luis R. Lomas P.E. FL No.: 62514 CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & - 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 e EMBEDMENT 1 1/4" MIN EMBEDMENT 9 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R L. B REVISED NAME AND ADDRESS 10/27/16 R L 1/4" MAX SHIM SPACE CONCRETE/MASONRY BY OTHERS SHIM SPACEI 1/4" MAX. OPTIONAL iX BUCK RIGID FILLER SEE NOTES 3 - 7 SHEET 1 RIGID FILLER 3/16 TAPCON v INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON RIGID FILLER 1/4" MAX SHIM SPACE 1 1/4" MIN a EMBEDMENT 4 e e e 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 2 1/2" MIN EDGE a DISTANCE EXTERIOR LBACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS ND DOORS, LLC 1R IINOTES 1 INTERIOR AND EXTERIOR FINISHES, BYOTHERS, MADK ET ST. 5 LIO NOT SHOWN FOR CLARITY GRATZ. PA 17030 v •GENSF'9J, SERIES 185 ALUMINUM FIXED WINDOW*• 2- PERIMETER AND JOINT SEALANT BY OTHERS TOBE 0 DESIGNEDINACCORDANCEWITHASTME2112 73" X 72" NON-IMPACTFLANGEOeF-- M*, INSTALLATION DETAILS WITH RIGID FILLERS 1 TAT 0 01. G`\\ y DRAWN DWC NO REV 08 2357 B S1Oril iil\\\ SCALE soEET 11 OF 12NTSwTE09/03/14 L ROBERTO LOMAS PE Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 FL NO.: 62514434688-0609 rllamasLwkfomaspe rn APPROVED SEALANT BEHIND FIN 6 WOOD \ SCREW 3/8" MIN EDGE DISTANCE II EXTERIOR 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4" MAX 1r SHIM SPACE INTERIOR 3/8" MIN L:17EDGEDISTANCE J6 WOOD SCREW AV1 1/4" MIN SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1/ 4" MAX SHIM SPACE WOOD FRAMING BY OTHERS WOOD FRAMING 1/ 4" MAX BY OTHERS SHIM SPACE fJ6 WOOD SCREW INTERIOR 1 1/4" MIN. EMBEDMENT I APPROVED SEALANT BEHIND FIN EXTERIOR 3/ 8" MIN EDGE DISTANCE + JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 RL NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FIN INSTALLATION DETAILS DRAWN I DWG NO J. L. 1 08-02357 SCALE NTS I DATE 09/03/14 1SHEET 12 OF 12 L ROBERTO LOMAS RE 1432 WOODFORD RD LEWISVILLE, NC 27023 43/ fi86-0609 r6omas@h1umaspe mm SIGNED: 1111512016 1R I IL o411' % b\ C, F NSF 9S' o, 61261 it o TTAEETf OF Rev iiO if' !COR10Ii: *N Z` B is ONA j1E Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 r t• `'h .,,. "• ' c: l."-x ;'--;t. .'i,; ,k Y+ • - •, -- .-h o-,.io.... ` E;l lit rsl* BCIS Home Log In ! User Registration Hot Topics Submit surcharge Stats & Facts Publications FBC Staff ; BCIS Slte Map Links Search j a 4 aws-1 Product Approval L G USER Public Userd1 17 r Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15353-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Cl Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered, Architect or a Licensed Florida Professional Engineer 1171 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, PE the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Unch, PE Validation Checklist - Hardcopy Received Certificate of Independence FL15353 R2 COI FLCOI.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 Product Approval Method Method 2 Option B http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvd)VI S... 9/7/2017 I Florida Building Code Online Page 2 of 3 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 06/15/2015 06/15/2015 06/21/2015 08/19/2015 FL # IModel, Number or Name Description 15353.1 15764 1 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01448A.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 R2 AE 512072A.Ddf span: 52-1/8". Created by Independent Third Party: Yes 15353.2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01439A.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 R2 AE 512063A.Ddf span: 83" Created by Independent Third Party: Yes 115353.3 15765 1 Horizontal Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01449A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512073A.odf span: 104-1/4" Created by Independent Third Party: Yes 115353.4 15765 1 Vertical Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01440A.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 R2 AE 512064A.Ddf span: 83". Created by Independent Third Party: Yes 115353.5 1 CM-18514 I Vertical Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01442A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512066A.Ddf length - 83". Created by Independent Third Party: Yes 115353.6 1 CM-18520 I Horizontal Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01451A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-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 R2 AE 512075A.Ddf span - 104-1/4" Created by Independent Third Party: Yes 115353.7 1 CM-18523 I Horizontal Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 11 08-01452A.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 R2 AE 512076A.Ddf span - 104-1/4". Created by Independent Third Party: Yes 115353.8 1 CM-18531 I Vertical Aluminum Mullion I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL15353 R2 II 06-01443A.Ddf Verified By: Luis R Lomas, PE PE-62514 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWI S... 9/7/2017 Florida Building Code Online Page 3 of 3 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512067A.odf 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 R2 II 08-01453A.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 R2 AE 512077A.Ddf span - 104-1/4" Created by Independent Third Party: Yes 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01444A.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". Mai mullion FL15353 R2 AE 512068A.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 R2 II 08-01454A.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 R2 AE 512078A.Ddf span: 104-1/4". Created by Independent Third Party: Yes back Next Contact Us :. 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1624 The State of Flonda is an ANEEO employer. Coovndht 2007-2013 State of Florida •: Privacy Statement ' • Accessibility Statement • • Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: c jatl Credit Card Safe http://wvArw.flori dabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQMDgtH 8 5 72gvdW1 S... 9/7/2017 REVISIONS REV I DESCRIPTION DATE APPROVED NOTES: A I REVISED INSTALLATION DETAILS 06/10/15 R.L. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY ANCHORING NOTES: TRANSFER ALL LOADS TO STRUCTURE FRAMING IS THE 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION SHEET 3. FACTOR Cd=1 6 WAS USED FOR WOOD ANCHOR CALCULATIONS 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON WITH 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS SHOWN IN INSTALLATION DETAILS SHEET 4. DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED 3) ALL FASTENERS TO BE CORROSION RESISTANT UNDER SEPARATE APPROVAL. 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHOWN IN THIS DRAWING WINDOWS MUST BE MANUFACTURED BY MI ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS WINDOWS AND DOORS, INC LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW 7 DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0 42 LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI WINDOW OR DOOR UNIT C MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE TYPE 1 (OR GREATER). UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS 5) TO ATTACH MULLION TO CLIP USE (4) (J10 x 1 1/4" SELFANCHOREDASSHOWNHEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HOLES FOR SCREWS ARE NOT PRE —DRILLED BY MANUFACTURER. HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS 1) DEFINE REQUIRED 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 EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1 TRIBUTARY WIDTH = W1 + W2 2 TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES DRAWN. 2 CONFIGURATIONS AND DP CHART V.L. 3 INSTALLATION DETAILS SCALE NTS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES Owc No 08-01439 DATE 01 / 1 1/ 12 1 S-ET t OF 3 SIGNED: 0611112015 D A,•GENSF'9cP oyRjS aT'A(T OF II REV ,F•';toR1oP• ` A 7SS DIVA11EaG\` 107 3/8" COMBINED WIDTH W1 If W2 - 83" 1 FRAME HEIGHT WINDOW WINDOW MULLION SPAN) LAI 107 3/8" COMBINED WIDTH W1-I W2- 63" J/ FRAME WINDOW HEIGHT WINDOW MULLION SPAN) F_ 107 3/8" COMBINED WIDTH W1::] Ir- W2 83" WINDOW J FRAME HEIGHT WINDO WINDO MULLION SPA IFW1 W2 107 3/8" COMBINED WIDTH Design pressure rating (psi i Mullion span (in) Tributary width (in) 18.13 25.50 36.00 42.00 48.00 52.13 25.00 1300 1300 1300 1300 1300 1300 37.38 1300 1300 127.2 1270 1270 1270 49.63 1207 943 779 738 72.1 720 62.00 71 0 52.2 397 359 33.4 323 65.63 59.6 437 330 296 27.4 263 72.00 44 9 327 244 21 8 199 190 84.00 28.1 203 150 1 132 1 11 9 1 1.3 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE 107 3/8" COMBINED WIDTH W1 -I[- W2 6IINDOW FRAME 'WINDOW HEIGHT MULLION SPAN) ` ` L / J ! F_ 107 3/8" COMBINED WIDTH W2 83" J J WINDOW FRAME HEIGHT WINDOW { WINDOW MULLION / J SPA W 1 107 3/8" COMBINED WIDTH REVISIONS REV I DESCRIPTION DATE I APPROVED A I REVISED INSTALLATION DETAILS 06/10/15 1 R L 107 3/8" COMBINED WIDTH F_ W2 83" W1 f f WINDOW J FRAME HEIGHT WIN W WINDOW MULLION SPAN) 1 APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 10731B' AS SHOWN HEREIN. Design pressure rating (pst) with rebar oDtion Mullion span ( in) Tributary width (in) 16. 13 25.50 36.00 42.00 48.00 52.13 25. 00 130.0 130.0 130 0 130.0 130.0 1300 37. 38 130 0, 1300 1272 1270 1270 127.0 49. 83 1207 94.3 779 738 72.1 720 62. 00 924 700 533 481 448 434 65. 63 800 586 442 397 367 353 603 439 328 292 267 25.5 4. 00 k. 007 27.3 20 1 177 16.0 15 1 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE W1 L-- W2 107 3/8" COMBINED WIDTH MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS DRAWN' DWG NO I REV V. L. 08-01439 A NTS 1- 01/11/12 ISH-2 OF 3 SIGNED: 0611112015 S s\5` I) Ot1777 i Iv •\G E N S "9if+ a TAT O Tl- 2 1/2" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS 1 1/4" MIN. EMBEDMENT I 1/4" TAPCON SECT5796 CLIP OPTIONAL REBAR SECT5764 MULLION MT000022 CLIP 10 WOOD SCREW I 1 3/8" MIN EMBEDMENT r WOOD FRAMING/ 1/2" MIN. 2X BUCK EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION NOTE' CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. 1 0.843" 3. 261 " 1 1.375" 3 250" 4 000" Lo- I I REVISIONS REV I DESCRIPTION _ DATE APPROVED A I REVISED INSTALLATION DETAILS 06/10/15 R L 3. 750" 1 000" 0 375" 0 422" 2 032" 2.875" 0. 848 - SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125' THICK 2X 00 210" MT000022 CLIP 16GA (. 063') GALVANIZED STEEL 3 750" 2 189" — 1. 0 0" 0 375" 2 140" I 1 125" m 0.8J43 i 2X 00 210" I 1.562" SECT5764 MULLION ALUMINUM 6005-T5.125" THICK E! ld 0. 688" SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5 125' THICK 1. 531 " SIGNED: 0611112015 MI WINDOWS AND DOORS k\111Illl/7j RF- 11 R 16GAGALVNIBDTEEL 650 WEST MARKET STREET 5 RENO q i CRATZ, PA17030-0370 r,•4 G S ,J+ 5764 - VERTICAL MULLION*4* 83" MULLIONSPANgr`INSTALLATION DETAILSANDCOMPONENTS0DRAWNDWC NO REV 08 9A 01111A1110a\\`\ SCAEE NTS DATE01/11/12 S"0 3OF 3 Florida Building Code Online Page 1 of 3 s'rF 'r {: ' _ TMi •F n '2 y ' i. ti EiE.a' .' BCIS Home 1 Log In User Registration Hot Topics j Submit Surcharge Stats & Facts i Publications FBC Staff BCIS Site Map Links Search lorda lam, ,;; rPr oduct Approval jli r _ USER. Public User Product Approval Menu > Product or ADDlicabon Search > Application Lis[ > Application Detail FL # FL13223-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived L 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 9 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. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13223 R3 COI RIO - Certificate of lndecendence.PDF Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13223 R3 Equiv ASTM C1186 Equivalency Stoned pdf http: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQ"DgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 2 of 3 I LA, Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Gummary of Drnd ur+a Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 08/09/2017 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 R3 II ER RIO-2556-15 Panel metal-wood.c& FL13223 R3 II ER RIO-2578-15 Panel to Furring.odfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install Cempanel Sidino.DdfImpactResistant: Yes Design Pressure: N/A FL13223 R3 II NOA 15-0122.04.pdf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04 Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 AE ER RIO-2578-15 Panel to Furrina.Ddf FL13223 R3 AE NOA 15-0122.04,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 R3 II ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 11 ER RIO-2578-15 Panel to Furrina.DdfApprovedforuseoutsideHVHZ: Yes FL13223 R3 11 Install HardiePanel Sidina.DdfImpactResistant: Yes Design Pressure: N/A F1_13223 R3 11 NOA 15-0122.04.0f Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 AE ER RIO-2578-15 Panel to Furrino.pdf FL13223 R3 AE NOA 15-0122,04.Ddf Created by Independent Third Party: Yes 13223.3 Prevail Panel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 II ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 II ER RIO-2578-15 Panel to Furring.pdfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install Prevail Panel Sidina.DdfImpactResistant: N/A Design Pressure: N/A FL13223 R3 II NOA 15-0122 04,pdf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.pdf FL13223 R3 AE ER RIO-2578-15 Panel to Furrino.odf FL13223 R3 AE NOA 15-0122.04.0 Created by Independent Third Party: Yes Back Nert Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Flonda is an AA/EEO employer. Copyright 2007-2013 State of Florida.: Privacy Statement • Accessibility Statement :. Refund Statement Under Flonda law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850 487.1395. "Pursuant to Section 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one The emails provided may be used for official communication with the licensee However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F S , please click here_. Product Approval Accepts: M VIM 99M http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 3 of 3 Credit Card Safe http://www. floridabuilding. oralprlpr_app_dtl. aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 9/7/2017 PROJECT RIO-2556-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 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 DESIGNC&C PRESSURES EXPOSURE C 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7 LIMITATIONS OF USE 7 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE. OGA PREPARED BY: 2412 RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 :• S7Al A HUNTINGTON BEACH, CA 92649 r F •. 714- 292-2602 :,f....... 714- 847-4595 FAX If- RONALD I. OGAWA ASSOCIATES, INC 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com EVALUATION SUBJECT HardiePanell9 Siding James Hardie Product Trade Names covered In this evaluation: HardiePanel® Siding, Cempanel® Siding, PrevailTM Panel Siding EVALUATION SCOPE: ASCE 7-10 2014 Florida Building Code 2012 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 (Cempanel, Prevail Panel) siding fastened to wood or metal framing with nails or screws REFERENCE REPORTS: 1. Intertek Report 3067913 (ASTM C1186) Material properties HardiePanel Siding 2. Ramtech Laboratories Report IC-1270-94 (ASTM E330) Transverse Load Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 inches on center with a 6d common galvanized nail 3. Ramtech Laboratories Report IC-1271-94 (ASTM E330) Transverse toad Test, 5116' Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on-ceriler with a 6d common galvanized nail 4. Ramtech Laboratories, Inc. Report 10868-9711475 (ASTM E330) Transverse Load Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on center with a 4d, 0,091 inch shank by 0.225 inch head diameter by 1 5 inch long ring shank nail 5. Ramtech Laboratories. Report IC-1054-89 (ASTM E330) Transverse Load Test, 1/4" Thick by 48 inch wide HardiePanel Siding 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 5. Ramtech Laboratories, Report IC-1055-89 (ASTM E330) Transverse Load Test, 1/4" Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 24 inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 7. Ramtech Laboratories, Report 11149-98/1554d (ASTM E330) Transverse Load Test, 114' Thick by 48 Inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 and 24 inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener 8. Ramtech Laboratories Report IC-1273-94 (ASTM E72) Racking Shear Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 inches on center with a 6d common galvanized nail 9. Ramtech Laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center with a 6d common galvanized nail 10. Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E72) Racking Shear Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 mches on center with a 4d, 0 091 inch shank by 0.225 inch head diameter by 15 inch long ring shank nail 11. Ramtech Laboratories Report IC-1057-89 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 12. Ramtech Laboratories Report 11284-99/1580 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on center with a ETBF 0 100 in. knurled shank X 1.5 in. long X 0.25 in head diameter pin fastener 011R t I I 1111 I f 11111111V0Atv Q :•• SIRC-q ' 9 2412- q . APR JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com TEST RESULTS: Table 1 a, Results of Transverse Load Testing RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 Fastener Spacing fin 1 Allowable Frame Ultimate Design Thickness Width Spacing Perimeter Field Load Load' Report Number Test Agency in.) in.) Frame Type in.) Supports Supports Fastener T PSF) PSF IC-1270-94 Ramtech 03125 48 2X4 wood Hem -Fir 16 6 6 6d common 149 49 7 IC-1270-94 Ramtech 03125 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 03125 48 2X4 wood Hem -Fir 24 4 1 4 6d common 143 47.7 10868 97/1475 Ramtech 0.3125 48 2X4 wood. SG t D.36 16 4 B 4d, 0.091 in. shank X 0 725 in. 90 30.0 HD X 1.5 in. nn shank nail Min. No. 20 gauge X 3.625 in. X Min No 8 X 1 in. long X 0-323 in IC-1054-89 Ramtech 0.25 48 16 6 6 head diameter ribbed bugle 169.9 56.6 1.375 in metal stud head screw Min. No 8 X 1 in. long X 0,323 inMin. No. 20 gauge X 3.625 in. XIC105589Ramtech02548 1.375 in metal stud 24 6 6 head diameter ribbed bugle 91.9 30.6 head screw ET&F 0 100 in. knurled shank X 11149-98/1554d Ramtech 0.3125 48 Min. No. 20 gauge X 3.625 in. X 24 4 8 1.5 in. long X 0.25 in. head 170 56.7 1.375 in metal stud diameter pin fastener ET&F 0.100 in. knurled shank X 11149-98l1554d Ramtech 0.3125 48 Min. No. 20 gauge X 3.625 in. X 16 4 8 1.5 in long X 0.25 in tread 101 33 7 1.375 in metal stud diameter pin fastener 1. Allowable Load is the Ultimate Load divided by a Factor of safety of 3. 2. HardiePanel Siding complies with ASTM C1186, Standard Specification for Grade 11, Type A Non -asbestos Fiber -Cement Flat Sheets. Table tb, Shear Values Allowable Loads In Pounds Per Uneal Foot for Panel Shear Walls "' Fastener Spacing fin 7 Frame Ultimate Allowable Thickness Width Spacing Perimeter Field Load' Load' Report Number Test Agency in.) in.) Frame T in) Supports Supports Fastener T Pit) plf)' IC-1273-94 Ramtech 03125 48 2X4 wood Hem -Fir 16 6 6 6d common 603.8 201.3 IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 698.8 232.9 IC-1274-94 Ramtech 0.3125 48 2X4 wood Hem -Fr 24 6 6 6d common 460.0 153.3 IC-1274-94 Ramtech 03125 48 2X4 wood Hem -Fir 24 4 4 6d common 637.5 212.5 10868-97/1475 Ramtech 0.3125 48 2X4 wood, SG t 0.36 16 4 8 4d, 0.091 in. shank X 0.225 in.. 595,4 198.5 HD X 1.5 in long ring shank rail Min. No 8 X 1 in long X 0,323 in IC-1057-89 Ramtech D.25 48 Min . No. 20 gauge X 3.625 in. Xo, 20 16 & 24 6 6 head diameter ribbed bugle1. 990.0 723.8 in metal stud head screw MinNo. 20 gauge X 3.625 in. X ET& F 0.100 in. knurled shank X 11284- 99/1580 Ramtech 03125 48 16 4 8 1.5 in. long X 0.25 in, head 1227.0 153.4 1. 375 in metal stud diameter pin fastener Min. No 20 gauge X 3 625 in. X ET& F 0100 in. knurled shank X 1128499/ 1580 Ramtech 0.3125 48 24 4 B 1.5 in long X 0.25 in. head 1060.0 132.5 1. 375 in metal stud diameter pm fastener 1. All board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs. 2. The maximum height -to -length ratio for construction in this Table is 2:1. 3. In the steel framed assemblies the allowable load is based on the average load at 118 inch net deflection. RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-547.4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse bad capacity (wind bad capacity) is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load is determined based on a factor of safety of 3 applied to the ultimate test load. Since the allowable design load is based on factor of safety of 3, allowable design bads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equabons for Allowable Stress Design (ASD) By using the combination loading equations for Allowable Stress Design (ASD), the tested allowable design loads for fiber -cement siding are aligned with the wind speed requirements in ASCE 7- 10 Figure 26.5-1A, Figure 26 5.1B, and Figure 26.5-1C. For this analysis, to calculate the pressures in Tables 3, 4, and 5, the load combination will be in accordance with ASCE 7-10 Section 2.4 combining nominal loads using allowable stress design, bad combination 7. Load combination 7 uses a load factor of 0.6 applied to the wind velocity pressure. Equation 1, q,=0.00256'K,' Kn'Ka'V2 (ref. ASCE 7-10 equation 30.3-1) q, , velocity pressure at.height z K, , velocity pressure exposure coefficient evaluated at height z Kn , topographic factor K, , wind directionality factor V , basic wind speed (3-second gust MPH) as determined from [2012 IBC, 2014 FBC] Figures 1609A, B, or C; ASCE 7-10 Figures 26.5-1A, B, or C Equation 2, V=V i (rof. 2012 IBC d 2014 FBC Section 16021 derinflions) Vie , ultimate design wind speeds (3-second gust MPH) determined from [2012 IBC, 2014 FBC] Figures 1609A, B, or C; ASCE 7-10 Figures 26.5-1A, B, or C Equation 3, p=q,'(GCp GCP) (ref. ASCE 7-10 equation 30.6-1.1 GC , product of external pressure coefficient and gust -effect factor GC, , product of internal pressure coefficient and gust -effect factor p , desgn pressure (PSF) for siding (allowable desgn load for siding) To determine design pressure, substitute q, into Equation 3, Equation 4, p=0.00256'K,'Kn K,'Vm"(GCp GC,) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7 Equation 5, 0 6D + 0 6W (raf. ASCE 7-10 section 2 4 1, load combination 7) D , dead bad W , wind load To determine the Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6, p,,, = 0.6'[p] Equation 7, p_d = 0.6'[0.00256'K Ka'Ka'V.2-(GCp GCP)] Equation 7 is used to populate Table 3, 4, and 5 To determine the allowable ultimate basic wind speed for Hardie Siding in Table 6, solve Equation 7 for Vi,,, Equation 8, V,y = (p d0.6'0.00256'K, Kn'Kn'(GCo GCP))° s Applicable to methods specified in Exceptions 1 through 3 of 12012 IBC, 2014 FBC] Section 1609.1.1., to determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table 6, apply the conversion formula below, Equation 9, V„a = V. (0.6)°5 (ref. 2012 IBC d 2014 FBC Section 160911) V.e . Nominal design wind speed (3-second gust mph) (ref. 2012 IBC d 2014 FBC Section 16021) Table 2, Coefficients and Constants used in Determining V and p, Kz Wall Zone 5 Height (ft) Exp B Exp C Exp D K,, Ka GC GC., 0-15 0.7 085 1.03 h560 1 0.85 14 0.18 20 0.7 0.9 108 1 0.85 14 0.18 25 07 0.94 112 1 0.85 1.4 0.18 30 07 0.98 1.16 1 085 1.4 0,18 35 073 1 01 1 19 1 0.85 1.4 0.18 40 0.76 1 04 122 1.4 0 18 45 0785 1.065 1.245 14 0,18 50 0.81 1.09 1.27 MO. 14 0.18 55 0.83 1.11 1.29 1.4 0.18 60 085 1 13 1.31 1.4 0.18 100 099 1.26 1,43 h>1 1 0.85 1.8 0.18 I In 2412 - 1'•• STATE0F •:c 0 DLO RID* 0 Tt"RED Ef!7/ 71titt111 Iltll\\ ` RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@I ameshard i e,com Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category S. Wind Speed 3-secondgust) 100 105 110 11 120 130 140 150 16D 170 180 190 200 210 Height (ft) 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 46.8 521 57.8 63.7 20 14.4 15 9 17.5 19.1 20.8 24A 28.3 32.5 37.0 41 7 46 8 52.1 57.8 63.7 25 14.4 15.9 17.5 19.1 20.8 244 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 20.6 24A 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 35 15.1 15.6 18.2 19.9 21.7 25.4 29.5 33.9 38.6 43.5 48.8 54.4 60.2 66.4 40 15.7 17.3 1 -19.0 20.7 22.6 1 -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 27A 31.7 36 4 415 46 8 52.5 58.5 64.6 71.4 50 16 7 18 4 20.2 22 1 24.1 282 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 10 25.6 282 31.0 33.8 36.9 43.3 50.2 57. 5 4.0 82.9 92.4 1024 11 .9 Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be,Resisted at Various Wind Speeds -Wind Exposure Category C, Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 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 67.0 74.3 81.9 25 19.4 21.4 23.5 25.6 2T9 32.8 38 0 43 6 79.6 56.6 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 58.4 655 73.0 80.9 89.2 35 20.8 23.0 25.2 27.6 30.0 35 2 40.8 46.9 53.3 60.2 675 75 2 83.3 91.9 40 21.5 23.7 26.0 28 4 30.9 36.3 42.0 48.3 54.9 62.0 69.5 77.4 85.8 94.6 45 22.0 24.2 26.6 29.1 31.6 37.1 43 1 49.4 56.2 63 5 71.2 79.3 87.9 96.9 50 22.5 24.8 27.2 29.7 32.4 38.0 44.1 50 6 57.6 65.0 72.9 81.2 89.9 99.2 55 22.9 252 27.7 30.3 33.0 38.7 44.9 51.5 58.6 66.2 74.2 82.7 91.6 101.0 8. 6 9.4 A 6 .4 1 2 1 . 100 32.6 35.9 39 4 431 4-6.9 55.0 63 8 73 3 83 4 94.1 105 5 117 6 130 3 143.6 Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) D D D D D D D D D D D D D D 0-15 21.2 23.4 25.7 2B 1 30.6 35.9 41.6 47.8 54.4 61.4 68.8 76.7 85 0 93.7 20 22.3 24.6 27.0 29.5 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 98.2 25' 23.1 25.5 28.0 30.6 33.3 39.0 45.3 52.0 59.1 66.8 74.9 83.4 92.4 101.9 30 23.9 26.4 29.0 31.6 34.5 40.4 46.9 53.8 61.3 692 77.5 86.4 95.7 105.5 35 24.5 27 1 29.7 32.5 35.3 41-5 48 1 55.2 62.8 70.9 79.5 88 6 98.2 108 3 40 25 2 27.7 1 -30.5 33.3 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 111.0 45 25.7 28.3 31.1 34 0 37.0 43.4 50.3 57.8 65.7 74.2 83.2 92.7 102 7 113.3 50 25.2 28.9 31.7 34.6 37.7 44.3 51.3 58.9 67.1 75.7 84.9 94.6 104.8 115.5 55 26.6 29.3 32.2 35.2 313.3 45.0 52 2 59.9 68.1 76.9 86.2 96.1 106.4 117.4 100 37.0 40.8 44.7 46.9 53.2 62-5 72.5 83.2 94 6 106.8 119 8 133 4 147.9 163.0 Tables 3, 4, and 5 are based on ASCE 7-10 and consistent with the 2012 IBC, 2012 IRC and the 2014 Florida Building Code RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT. RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical Method in ASCE 7.10 Chapter 30 CSC Part J and Part 3)° ,` FI tyytyOlGtq/• YJ/ i PSI Q: 2012/BC, 2014 FBC 20121BC, 2014 FBC STATE jOF/ •: 4 a"C i •'- Fv , jR Cry 7777 re8EV llitil1609.1.1coefficientsusedIn Table 6 calculations for Vq, Allowable, Ultimate Design Wind, Speed, 3-second, gust mph) Allowable, Nominal Design Wind, Speed, 3-second gust mph) Applicable to melluds specified in [2012 IBC, 2014 FBCJ Section 1609.1 1 as determined j2012 IBC, 2014 FBC) Figures 1609A, B. or C Applicable to methods Specified in Exceptions 1 20141g4 FBC]j SectionC Wind exposure category Wind exposure category Siding K, Product Product Thickness inches) Width inches) Fastener Type Fastener Spacing Frame Type Stud Spacing inches) Building Height°'' feet feet) I BC D 6 C D Allowable Design g Load PSF) ExD B EzD C UP D Ka K. GC, GC„ HardiePanelal 5116 48 6d common 6 2X4 wood Hem - Fir 16 0-15 186 168 153 144 130 118 49 7 07 065 1 03 hs60 1 0.85 14 018 20 186 164 149 144 127 116 49 7 07 09 157 1 0.85 14 018 25 186 160 147 144 124 114 49 7 0.7 094 1.12 1 085 1.4 018 30 186 157 144 144 121 112 49.7 0.7 0.98 1.16 1 0.85 14 0.18 35 182 154 142 141 120 110 49.7 073 101 1.19 1 0.85 1.4 018 40 178 152 141 138 118 109 49.7 0.76 1.04 1.221 0.85 14 018 45 175 150 139 136 117 108 49.7 0 785 1.065 1.245 1 0.85 14 0.18 50 172 149 138 134 115 107 49.7 0.81 109 1.27 1 0.85 14 018 55 170 147 137 132 114 106 49.7 0.83 1.11 1.29 7 0.85 14 018 60 168 146 136 130 113 105 49.7 0 85 1.13 1.31 1 0.85 14 0.18 100 1 139 124 116 108 96 90 49.7 0.99 126 1.43 jh>60 1 0.85 1.8 0.18 HardiePanel® 5116 48 6d common 4 2X4 wood Hem - Fir 16 0-15 233 212 192 181 164 149 78 7 07 085 1 03 hs60 1 0 85 1.4 018, 20 233 206 188 181 159 146 78.7 07 0.9 1.08 1 085 14 0.18 25 233 201 185 181 156 143 78.7 0.7 0.94 1.12 1 0.85 14 0.18 30 233 197 181 181 153 140 78.7 0.7 0,98 1.16 1 085 14 018 35 229 194 1 179 177 151 139 78.7 0.73 t.o1 1.ts t D.fis 1.4 0.18 40 224 192 177 174 148 137 78.7 076 1,04 1.22 1 085 14 018 45 220 189 175 171 147 136 1 -78 7 0 785 1.065 1.245 1 085 14 018 50 4 187 173 3 145 134 1 -76 7 081 109 1.27 1 085 14 018 55 214 185 172 166 144 133 78.7 0.83 1.11 1.29 1 0.85 1.4 018 60 212 184 171 164 142 132 78.7 085 1 13 1.31 1 085 1 41 018 100 175 155 146 136 120 113 78.7 0.99 126 1.43 h>60 1 085 1.8 0.10 HardiePanel! 5l16 48 common 6 2X4 wood Hem - Fir 24 0-15 147 134 121 1 114 103 94 31 3 07 085 1 03 hs60 1 0.85 14 0 18 20 6-7 130 119 32659 101 92 31.3 1.31.30.7 0. 9 1.08 1 0.85 14 018 25 7 127 116 5 98 90 31.3 0.7 0.94 1.12 1 0 85 1.4 018 3D 147 124 114 114 96 89 31.3 07 0.98 1.16 1 085 14 018 35 144 123 113 112 1 95 87 31.3 0.73 1.01 1.19 1 085 14 0.18 40 141 121 112 1D9 94 86 0.76 1,04 1.22 1 0.85 1.4 0.18 45 139 119 110 108 92 86 31 3 0 7115 1.065 1245 1 0.85 1.4 1 018 50 137 118 109 106 91 85 31 3 0.81 I,09 L27 1 0 85 1 -1-4 1018 55 135 117 108 105 91 84 31.3 0 83 1.11 1.29 1 0 85 1 4 0.18 60 134 116 108 103 90 83 31.3 0,85 1 13 1.31 1 0 85 14 312. 100 ill 98 92 86 76 71 31.3 0.99 1 1.26 IA3 h>60 1 0.85 1.8 0.16 HardiePanel® 5l16 48 6d common 4 2X4 wood Hem - Fir 24 0-15 182 165 150 1 141 128 116 47.7 07 085 1.03 h560 1 0.85 1.4 0.18 20 182 160 146 141 124 113 47 7 07 0.9 1 08 1 085 1-4 018 25 182 157 144 141 121 1 111 1 47.7 0.7 0.94 1.12 1 0.85 14 018 30 182 154 141 141 119 109 47.7 0.7 0.98 1.16 1 085 1.4 0 18 35 178 151 139 138 117 108 47.7 073 101 7_19 1 085 14 0.18 40 174 149 138 135 116 107 47.7 0,76 1.04 1.22 1 085 1.4 018 45 172 147 136 133 114 106 47 7 0 7a5 1.065 1245 1 0.85 14 018 50 169 146 1 135 131 113 105 47.7 0.81 1.D9 127 1 0.85 14 018 55 167 144 134 129 112 104 47.7 083 1,11 1.29 1 0 85 1 4 016. 60 165 143 133 128 111 103 47.7 0.85 1.13 1.31 1 0 85 1.4 018 100 137 121 114 1 D6 94 88 47-7 099 126 1.43 h>60 1 1085 1 8 D 18 HartliePanel 5/16 4d,0.091 in. shank X 0.225 In. HD X 1. 5 long ring shank nail 4 edge 8 field 2X4 wood SG20. 36 16 0-15 144 131 119 112 101 92 30.0 07 085 1 03 hs60 1 085 14 018 20 144 127 116 112 98 90 30 0 07 0.9 1.08 1 085 14 018 25 144 124 114 112 96 88 30.0 0.7 0.94 1A2 1 1 085 14 018 30 144 122 112 112 94 87 30.0 03 0,98 1.16 1 0,95L14 0 18 35 141 120 111 109 93 86 30.0 073 101 1.19 1 085 018 40 138 118 109 107 92 85 300 0.76 1.04 122 1 085 018in. 45 136 1171061059184300078510651.245 1 0 e5 0.18 50 134 116 107 1 D4 89 83 30.0 0.81 109 127 1 0 651855 132 114 106103898230.0 0.83 1.11 1.29 1 0.8560 131 113 105101888230.0 085 1 13 1.31 1 0 85 016 100 108 96 90 84 74 70 30.D 0.99 1.26 1.43 h>60 i 0 85 0 18 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888.542-7343 info@jameshardie.com III f Clull,,''. 2012 IBC. 2014 FBC 201218C, 2014 FBC Allowable, Ultimate Design Wind, Speed, 4 v Allowable, Nominal Design Wind, Speed. 5, 6 Vi° r g1 STATE F&Qzg 3- second gust mph) 3-second gust mph) G \ f l//, nR,ER)u,'+,•'O``. Coefficients used in Table 6 calculations for V, Applicable to methods s PQeI C 2014 FBC) Section 1609.1. 1 as determined b 2012 IBC, 2014 FBC] Fgures 1609A B, or C. Applicable to methods through I Exceptions 1 IBC' S 2014 FBC]Sectionn 2014 Windexposure category Wind exposure category Siding K, Product Product Thickness inches) Width inches) Fastener Type Fastener Spacing Frame Type Stud Spacing inches) Building Heights feet) B C D B C D Allowable Design Load PSF) E>< p B ExPC Exp D K] K. GC,, GC, 0-15 198 180 163 153 139 126 56.6 07 U 85 1 03 1 hs60 1 0.85 1.4 0 18 HardiePanelV 114 48 Min. No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 6 Min. No. 20 gauge X 3. 625 in X 1.375 in metal stud 16 20 198 175 159 153 135 123 56 6 07 0.9 108 1 085 14 018 25 198 171 157 153 132 121 56.6 0.7 D.94 1.12 1 0 85 1.4 018 30 198 167 154 153 130 119 56.6 0.7 0.98 1.16 1 0.B5 1.4 018 35 194 165 152 150 128 118 56.6 073 1.01 1A9 1 0.85 14 0.16 40 190 162 150 147 126 116 56.6 0.76 1.04 122 1 0.85 1.4 018 45 187 161 148 145 124 115 56.6 0.785 1.065 7.245 1 085 1.4 0.18 50 184 159 147 143 123 114 56.6 0.61 1 09 1.27 1 0.85 14 018 55 182 157 146 141 122 113 56.6 0.63 1.11 1.29 1 0.80 1.4 0.18 60 180 156 145 139 121 112 56.6 085 1.13 1.31 1 0. 55 14 0.18 100 149 132 124 115 102 96 56.6 0.99 1.26 1.43 1h,60 1 1 0.85 1.8 0.18 0-15 146 132 120 113 102 93 30.6 07 085 1.03 hs60 1 085 1.4 018 20 146 128 117 113 99 91 30.6 07 0.9 1.08 1 0.85 IA 018 HardiePane* 114 48 Min. No 8 X 1 in. long X 0.323 in head diameter n bugllee head screw' 6 Min. No. 20 gauge X 3. 625 in. X 1.375 in metal stud 24 25 146 126 115 113 97 89 30.6 07 0.94 1.12 1 0.85 1.4 018 30 146 123 113 113 95 88 30.6 0.7 0.98 1.16 1 0.85 1.4 0.18 35 143 121 112 110 94 85 30.6 0.73 1.01 1.19 1 0,85 14 018 40 140 119 110 108 93 85 30.6 0.76 1.04 122 1 0.8 5 14 0 115 45 137 118 109 106 91 85 30 6 0 785 1.065 1.245 1 085 14 018 50 135 117 108 105 90 84 30 6 081 1.09 t.27 1 0.85 14 018 55 134 116 107 104 90 83 1 -30.6 0.83 1.11 1.29 1 0 85 14 018 60 132 115 106 102 89 82 30.6 0.85 113 1.31 1 0.85 14 0.18 100 109 97 91 85 75 70 30.6 099 126 1 43 h>60 1 0.85 1.8 018 HardiePanel(& 5/16 48 ETdF 0.100 in. knurled shank X 1. 5 in long X in. head head diameter pinfastene? 4 edge B field Min No 20 gauge X 3 625 in X 1. 375 in metal stud 16 0- 15 198 180 163 153 139 127 56 7 07 085 103 hs60 1 085 14 0 18 20 198 175 160 153 135 124 56.7 07 0.9 11.08 1 0.85 1A 018 25 198 171 157 1 153 132 121 56.7 07 0-94 1.12 7 10.85, 14 0.18 30 198 167 154 153 130 119 56 7 07 0.98 1.16 1 0.85 1.4 016 35 194 165 152 150 128 118 55.7 0.73 1.01 1.19 1 0.05 AA 0.18 40 190 163 150 147 126 116 56 7 0.76 1.04122 1 0.85 14 018 45 187 161 149 145 124 115 56.7 0.785 1.065 1.245 1 0.85 14 018 50 184 159 147 143 123 114 56 7 081 1.09 1.27 1 0 85 14 018 55 182 157 146 141 122 113 56 7 0.63 1.11 1.29 1 0.85 1.4 0 18 60 180 156 145 139 121 112 56.7 085 1.13 1.31 1 0 85 1.4 0.16 1 00 149 132 124 115 102 96 56.7 0,99 126 1 143 h>60 1 0.85 1.8 018 HardiePanel9 5116 t 48 ET3F 0, 100 in. knurled shank X 1. 5 in long X 0.25 in head diameter pin fastene? 4 edge 8 field Min. No. 20 gauge X 3 625 in. X 1. 375 in metal stud 24 0- 15 153 139 126 118 107 1 98 33 7 07 085 1.03 hs60 1 0.05 14 018 20 153 135 123 118 104 95 W 7 07 0.9 1.08 1 0.85 14 018 25 153 132 121 118 102 94 1 -33.7 0.7 0.94 1.12 1 085 1.4 0.18 30 153 129 119 11 B 100 92 33.7 07 0.98 1.16 1 085 14 tl 18 35 150 127 117 116 99 91 33.7 0,73 1.01 1.19 1 0.85 IA 018 40 147 125 116 114 97 90 33.7 076 1.04 122 1 0.85 14 018 45 144 124 115 112 96 89 33 7 07851 1.065 1.245 1 0.85 14 0181 50 142 122 113 110 95 88 33.7 0.81 109 1.27 1 0.85 14 0.18 55 140 121 113 109 94 87 33.7 083 1.11 1.29 1 0 85 14 018 60 139 120 112 107 93 87 33.7 0.85 113 1.31 1 0.85 14 0,16 100 115 1 102 95 89 1 79 74 1 -33.7 1 099 1 126 1 1A3 h>60 1 1 10.85 18 018 1. screws shall penetrate the metal naming at least three tug threads. 2. Knurled shank pins shall penetrate the metal framing at least 114 inch. 3 Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle O less than or equal to 10' (2-12 roof slope). 4. Vult = the ultimate design wind speed (3-second gust mph) as determined by 12012 IBC, 2014 FBCj Figures 1609A, 1609B, or 1609C, ASCE 7-10 Figures 26.5-1A, 26.5-1 B, or 26.5-1C. 5 Vasd = the nominal design wind speed applicable to methods specified in Exceptions 1 through 3 of [2012 IBC, 2014 FBC] Section 1609.1.1. 6. The wind speeds in [2012 IBC, 2014 FBC] Figures 16D9A, 1609E and 1609C are ultimate design wind speeds, Vult, and shall be converted in accordance with [2012 IBC, 2014 FBC] Section 1609.3.1 to nominal design wind speeds, Vasd, when the provisions of the standards referenced in [2012 IBC, 2014 FBC] Section 1609.1.1. Exceptions 1 through 3 are used. 7. Linear Interpolation of building height and wind speed is permitted. 8 Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3 Ka=1, Ka=0.85, GCP -1.4 (hs60), GCp=l 8 (h>60), GCS 0.18 LIMITATIONSOF USE: 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. PROJECT RIO-2578-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE81 BRAND FIBER -CEMENT -PANELS TO WOOD.FURRING SOLUTIONS- JAMES HAROIE BUILDING PRODUCTSJNC. 10901 ELMAVENUE R_ . FONTANA,•CA'92337 _ TABLE OF CONTENTS - . Y• ,. f - t PAGE, - ! COVER PAGE-,,., 7"' EVALUATION SUBJECT - 2 - EVALUATION SCOPE EVALUATION PURPOSE; 2 r REFERENCE REPORTS TEST RESULTS ' ;;• -^»a :,; t __ .ice ,a . Y. 2 TABLE'1A, RESULTS OF TRANSVERSE LOAD TESTING - 2' TABLE,l B. ANALYSIS OF ALLOWABLE LOAD FOR #B SCREW AT 10" O.C. JUSTIFICATION OF_USING,THE,RESUL_TS ON.UGHT,GAUGE STEEL FRAMING _ - - " — - 2 '1 DESIGN WIND LOAD PROCEDURES TABLE 2, COEFFICIENTS AND CONSTANTS USED -IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS .:, DESIGN C8C PRESSURES EXPOSURE 8 ' ' - _ t 4' TABLE 4, ALLOWABLE STRESS_;DESIGN CSC PRESSURES EXPOSURE C .. ",4.,' s TABLE 5,ALIAWABLE STRESS DESIGN'.CBC PRESSURES EXPOSURE D ` TABLE 6, ALLOWABLE WIND SPEED (MPH)'FOR HARDIEPANEL"SIDING - f, AS PRODUCT EVALUATOR, THE•UNDERSIGNED CERTIFIESTHAT THE LISTED PRODUCTS ARE IN COIAPLIANCE WITH THE , REQUIREMENTS OF THE ASCE 7-10, THE 2074 FLORIDA'BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING"CODE_- PREPARED BY; RONALD I.OGAW i ASSOCIATES, INC. E 16835ALGONOUINSTREET $443' I .:<..-._.,•; c _ HUNTIN_G_ TON BEACH, CA92&49 714-292- 26D2. 744-817. 4595TAX, RONALD 1. OGAV\K ASSOCIATES, INC. 16835 A..GONQUIN STREET HUNTiNGTON BEACH. CAS2649 7) 714-292-26OZ (F) 714547.4595 PROJECT: RIO-2578-15 EVALUATION SUBJECT HardloPanalB Siding James fiudb hoduct Trade Names ranred 1. this aval.6ont HardrapsnewSabng,ceir teosorG.PM440"ParlNSdi" EVALUATION SCOPE: ASM 7-10 2014 Floras Subding Coda 2012 tnwnw6drud Ibulldetp Coda 2012 Intinur canal RuidentiatCnds EVALUATION PURPOSE: This valyce Is to datonr e l e mammum design 3aemn6 post wtnd speed to be fasaled by an asamby of Hard.sParel (Csmpsnal, PrevaF Pans) erring laslared b wood toneq;& an *Ww wood or metal rr mnp wrih nib or we*% REFERENCE REPORTS: 1. Irllrtak Rapon 1020243iJ000.001A. Trnavene bad last an 1•lardiePRW TEST RESULTS: Table 1s. Raeu is of Transverse Load Testing Franc Faa:mar M"Id A30w1ib±e Test ThipKnees Spacing Sp-N Fastener Type toad Des,Vn Load Rawn Number A2anq frt. MM fin Frams Type fin. An 1 and Dwnensloro PSF7 PSF) Falk" ilou 102024363C00L01A Intortsk 0,3125 4e 2X4 wood OW(L 314. Vk° by 3 5. to a No, e x 125' wv x 0.32]• HD 163.7 53.6 pv0 uv%)uxRrscane weds SPF Lamp ribbed bugle read slaaws 1Q2CU<763tb.' -0OfA NenaR 0.3125 48 21(n wood a1ud, W4• mra by 3.5" 16 8 Flo. s x 12V larg x 0.3zr HO 1]7A 43,E gi;inrou h' w(de SPF kv nDbad bugW Mad soa+ra 10202n3E3CQOdOtA tnurtek Q3125 48 2x4 wood atoll, 34• era by 3 a- to 12 Nae x 125.1ong x 0,32Y HO t08.1 35.4 PLC ttoouph wrde6pFurringdowbttitehe" stow 102024353COOA01 A lreenek 0.31?5 48 2x4 wood $Diu. 3/4• evert by 3 5- i 6 6 O. OA' rtlank x 0.215* HO z 1.51 147. 6 Ai_' PA its vp 11ram r1 wideSPFUmngtongrrqshankrini1020243CICCOD- 001A Intrlek 0.3125 48 2X4 v0000 mod• 39. truck by 3'5' 24 6 No, e x 125• Ibng h 0 = HO 82_7 27A pu0 bxbugn rtrncwra wide SPF Urny ribbed bugle Read saaws 1- At laslanrs were elsao" on kW" wRAart paneee:jdn vW 1M trammp mombars. 2. Al owabta land a deurrrwwd trom uLmste bed dlvlosd by a laclor of sdety of 3. 3. HanBePanal SAnp tlanpLei w171lSTM C/1 efi, StsMarO Spaof ad n Jw Grark fl, Type AKan-sJOeSW F,l+n-Cemar/ F}a SRepfa Table 1 b. Analysis of Allowable Load for as Screw at 10' O.C. sb Screw Spaong Fastener Spaory ern a 12 10 Frame spa=V fw. 16 16 Famanw. 7rai=y shpa(n' 0e0 1-33 1.11 Albwada bad osf 43 a 354 311J a, d r awt rastenm lone M. 389 1 472 4] 1 The tssionar IOad for e8 crew s( I T O.C. was cakzdawd as the swrv2e 01 the lest res4i lot 8' and 1. C.C. The alowable Wad for se straw of tie sPaoiy 01 W O.C. into lunelp tam be Wwlslnd by rrterpblslvlp the resutts bf same facto— ale* and 12' O'C. sw= b0z tens hell sar"a lsdura mode d fast*— pu7 vvoup trem am pant As sham in ee labia, the How" bay for re maws iretesad id 10` O.C. to woad henna is 3fl.s pst. J- 411catlon of Using the Restdta on Light Daupe Stall Framing In the subjatl cuMa aaborls, ai tuWMM ware altach ad to furWV only. so wheelr lte kMV is sChchad b wood or Kent f a ng 00e6 tat s:tesl penNf, Vanow" toad "Aaxy1 rs the pr"d evrosfs rasporwWaly to 4miwv ee fumnp seacrulwg and teaming mamsbers 10 hive suRaae*s bad cspaa4es, . cry/// I/// it sl'( rQ,• OGAW Cc 4 1 STA FSS 0NAL RONALD L O :AVW%ASSOCIATES, INC. IN35 ALGONOI IN STREET f1a43 HUNTINGTON BEACH. CA92649 T) 714-292 ." 602: (F) 714-847-4525 PROJECT: RtD-2578-15 DESIGN WIND LOAD PROCEDURES: Fow-cernetd skkV aansverw load capacity Mmd kad caDaaM Is deukmwwd w ownpkance tsmV iotransverse toad national I= s:aMards. Vs ter trans ww wO twnc an a1Uw96e oasipn bac Is manns' ed bared on a tacttx of weep of 3 appiia^_ to Ina uunate tell wad Equation 1, her ASCE 7-10 equat on 3031) C6, ual-y pow" et hfipld : K , -6-4 wwm=.;maim coaffmant a aluaw a hkk 9 KM . WPOQ:apnctaaoc - - Equation L K . Mnd dtnd rAWffad. V , but nkd Weed 04awrd Fist MPH) as doorw~ ttom 20'.2 IBC Figu s 160SA. 0, or C; ASCE 7.10 Ftpuras 26 S1A, B. or C V-Vt Of 2012 r8C Soobon 1602,1 oah,,4915) V. , ullsnata ooaiytl *wd Speeds (S-aamnd 9,0 MPH) ontermitnd from 2312 IBC Fpwas IWGA. B. or C; ASCE 7.10 Ftpuas 26.5-tA, B, or C Equation S, (e(. ASCE 7-10 eTra non 30.6.1) GC„ Produd of wdwnw Pressure md5owd and Fuatdled taaor GC.. Product of kaemal wass," coem*em and puss-e3ad fact. p , desIgn wK¢n (PSF) far strop (all"vive dmgn bad for aidary) To dommune dss) m Dresaura, au=ute q, sYo Ewabon 3, Equation 6 D'0.00256'li'K.'YvN.'(lwrGC.1 Aoow&Wt Stress Ossiyn, ASCE 7.10 So --.,on 2-4,1. bed c.nSineL'on 7 Equation 6, 0 6D+ DAW (rat, ASCE 7-10 sacb" 2.4,1, bad cvrmWwoon 7) 0 , dead bad W , wins bad To datanfime the AaWgbb Stress Cesgn Prwwum, mWjv the bed factor for W (surd) from Equatrofr a to p (d&4a pressure) oetc^Nned from equaban 1 Equation t, Pr ` 0 a1P) Equation 7, p— • 0.e lo-ooz56'K'K.'K'v.' IC:C. GC.)l Egwt on 7 is used t0 popadle Tss4 3, 4, and 5- To datermm the aun Wo uib aY basic wv4 speed for Hard r Srdrg in Table S. so:w E?uabgn 7 for 1+, Equation t, v.' (p—m 6T D0256'7(,'xw'Kt(Gw-GC.,))" AFdcablt to methods A vacua n Eaastrrom 1 rraoMh 3 a 2012100 Sec &on 760s.1.1„ to detarmina the avows do nominal dent; wmd sxad (Va4) fw -I-Mt me &i*qp in Taok E, epy7 the :*rmvrs;on btrnu!t WOW Equation a, Vim, - Vw' (0.61' (n.V 201218C SczWn 7609.3.1] Vim, , Ncnew des,pn ward speed (3-momw pm mph) (n' 2012 IBC Se =%dn T W2.1) 7 tf11(` OGAy!''' t' 1 SS/O N A\- i i RONALD 1, OGAWIIASSDCLATES, INC. 1605 A-'GDNQLqN STREET 0443 HuNTiNGTON BEACH, CA 92649 T) 714-292-26a2; (F) 714447-4595 PROJECT., RIO.257&15 Table t Co!!ndorft and C, rd. used in 0.107MIAn9 V and p. Tabig 3. Allowable Street Design - CompotImM and Cladding j=) Pressures (Mn to be Resisted al VaAmw Wind Sp.*" - Wind F_W!" Table 4. Allomoble, 3&"* Design - Co"mnoril and Ctaddlng (C&C) letessum (1059 to be Resisted at Various Wind &p!,4!!s -:Wind Exposure Cmttgc;ry C,. vm Spew 154mmmm Quo 4 1 W - 105- 110 115 120, - 130 IAD I -NO I I - 11 1 1 C• r c c IVIF17,5 103 ZI _2 23.2 2S-2 344 391 sA 9 507- S61 Z=3 V_1 77.3 20 A66 15 22.5 246- 26.7 314 ZI a- S37 62.2 81.6 25 194 214 23 s 72-5 -6-.-2Y_T----_=e M'-0-7=6 Ar-e 30 402 22.3 75.0 U9 092 36 ME 2-A-T-_ MU7•5 27-1 377;U-777_3 2- ZT-3, - 7-4=1.7' 40 is 7-23.7 7 e---'%_U-39T 2- 46.3- 63 3. AS Z= 2=4, , 77-26 _6 2V_6_.I 31.-6 3-7 -1 43.1 Ar, 4 . W.2 ZYS-- 7-M-r-77=31 67.S ba 225 1 -244 1, -27.2 1 Z% 7 1 Mb o 0 r' F HID, Aa 2 55 Z?..v j 7 2 zi 7 1 -.30 3 - -1 o 17 0 1, bt Z Ul b' 1ULU 100 326 351 1 -UA 1 -42 1 46 9 55.0 1 -e3 6 1 -73 3 1 -834 4w 1 1055- 1 117.6 1 -130-3 1436 Table 4, Allawabim Stases Dnfgn - Umponord and Cladding "C) Pressures (FSF) to be Reslstsdal Various Wind Spa*" -Wind ExpoiuriCat4ory 0.-- V Inc Speac 43-"Cww QM 100 105 Ilo 115 120 130 10, ISO 160 17 1 1 21 - D 0 D- D D 0 D F_ 5 - - D, D 0 D-. TU 234 25:7 1 10A 36T I IT 7A 4 8 7YE-7- 20 22 3 146.• 27Z 205 321 37,7--- 57.0 - 64 V4- 0 1 94.2 L 76 Z96 3YIas 3, 52o- 735 1 74 9, A - 42 4 Ioi 30 239 164 0 316 W 4 NT6 7b-9 61 3 62.2 77.5 ts 4 40"? 1055 35 24T_ 2r1- gr- M-3- M-3- 4 Z -1 552 62 6 D9 W2- 0-6.3 40 19'2- 7= 7__Vr_ 7= 36 2 An- 4 3 566 ZrA- 7 Z=i W _9 10-0r- T I MIT— 1 45231.1 440 370 734 578 65 T • TA2=, Z - 6=3- U7 7 IC271=3, 262 241Lo• P3F9-7- 65 Z- i= XG29332268 , 182F 961 1- 106 4 17 4 09-0 Zom I -.13M I Alld ZJ.0 I , AA, a I -ow- I -10.1 - I 0i.0 1 1 e I I.I.V0.1 100-- l - 370 7=3 7 1 Aeil I W2- 1- 625 1 i2.!, j -83-2 1 -9A6 I -Iwe, I -mij 1 4 141A, r Tables 3, 4, aid 5wo based onASCE 7.110 and Qmwxwt with Vw 2012 IBC, 20t2 IRC lit G A. ........ 4,1 0. 610N Rt 0CA' VAA-9C4.TES. CrC- = ii•1ADE BU"J' WG PADDcICTE. INC. 16415 ALGOA=N LTREV. 9443 1.L56.SG2.7343 HLR, rwzTDN BEAchl, CA 112"D t•Yo",aranitlr0e aofD m T14-7Fz-21ICZ: (Fa 714-W-4505 PRC, ECT. 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A t D• tD lca ls ss. aY 1 l7 61! as DC I.tl I,sot CG t. 41 CIA 20• SO17 15P u 122 12D tar-' Elo P.n tb S' 193 105 1f1 146 7A 110 as Oft 0. 1.: t• ny 04, 1. d[ 011 pat V 1:1 183 160 10 11a t Its y{ [ an to 15 t6c 16a 7N N8 174 1 N i0i On IM Ia 1 t oK. ea 14 016 r0- 1Ill 15r 1146 NJ 122- 113 41a"4('ax IDa 1:1 45- 172 IM 14p 117 ISr- SM 3 S t{ Iti f 11 OIf Dy f 11 ft 1]t MN113 170 111 23• D.1 I v is 1T7. 15) t4^ 771 iF tt0 aJr '• CU t 1)! 1, y Pti Ob 4 n 0• r J.,- 1: L' 157- 1., 1. 117 o. At - sy 1IS l CD l's 120- 170 t17 W•- 43 tar+ Cw 411% 1 n 1 Joe It Cta I i f•+ 1 1 lY, r1 110T Ci7310 fb- way tad1--• 1 roc, 1', Mso-NI 21ii- so Op arr wq, sot- M3C.», ry,.. i_,,,, 0.1. t: a 1 1•a 131 111 t]! r Cf. Oa! 1tl wtC M I I EK cG CIs cat 5t a1ii1CPDr, eW 1w tra, t50 1)S 16 t1! tM cY 11] Ora L•f tt t• 1 Ia ttI:. 3• at DSr 11a 11- u, I 11. oa in Im to Dy en ffif.- 40 1rM t371tilIIwwl. car ar I]] 1 f, I 101- Z. . en 1,,5 I:] Cb d 14a12. 1. 1tE A4r . en 1w 1.-3 lfr- t W. 1r1 u w 23• tit to tr- wt fIt fti isl, lI0W1r • Er 1It 1N IY I11. n0 tC1 PY. lt v JIa WepaPrM Lrt1 1 M ti. a 2T"X G S' T IID I1Y3 I a'C. C, 231.-w al 7C {• • kW IrC 3a1' K.t 00 tPrr wtM[ r IL • 4t5 fa f.. 115 IfS 3.I w C tU trr) u I car tc 1. D1t 12111 aet- n.3 r S tat fl 1 77 ll: t•'.0 J.a w Ow 117 t.G Py cfs n11 WI t. •' 1:7 CM PY 11• a1. lii 1]0 IT. lM t .- a.a Cla I e1 1• 1 CV 1, L,4 a 1 t. Ina d. a lti IN as 15i 1. t at• 'a l 06 Ia t1• lzr-t 13a 1 1.. tla. 1DM a IJ 11 1. PJ a.r ICD 171 w Jrl I43 t 1 4. 01. f t Las i ' 4 ay aA FD aW 170 C. Y- M.- d 7) t4 w•dr 20p al.ef Yrr1n>. L+'wlMtyr! v- y 3 r 76 o-ts iL7 147 17 171 710 160 a• - CA ors Im F'•' I 1 loC1. 1+ eaeft D f. nr 7E 1)1 10 as. •1 can Pw Iw t5 1•. 1,4 t t Q 6. C7D cw I1: t IP•'. r1.`5'Cnf• tom. t tN M 314 a:D aY 16 1 a 1•G s t33 k. Sa• eT3 IV, 1 t,a 03` 1C.3' d.V 1curII Ix aY 4 1. 11 Il i1 taa AIs 1073e n• u I 11fd daa • ORl 111 1>y OIE tr, ta rP I41-) INIt: ar x. CY 11] IJl 1 1% Pw la• 1 10 ra 1, Ji 4 41. ClU 11.f{+r+. 1{ L'Ii •' u •, T ! 1 HD tic0 30 4 L' OL+ 2"wuwr 0 uImt III., Sy. Y+Ii by C VO4 1 N r130 M 107 4 01C'' K I lw ItrW11 D. 2C 1+ Car Pt• 13. 111 1 - 3OT: OW 1Ya s1R 17 I.• cT, t Cw lt: CH e. C 1• 111 1 LiI. O K eta f4 15 125 1t5 1Ps- R' t 011 10' 11r Cal P'i a. 1 1 41! t w t w 7 1 C a eK c 1• t1Rvl 11a fD: rfm< e]31 lm Ix CA 91 C61 IM I, YI•tr•• L,t u a41 y 00' C4" 101 1,1' Mp, wc Ilar C. w Wolf 4 -. arr r1 1.' m2 1' rt• wrckq i L rlr Ir••tl yr 1 l a{. C. 1L 1{ S 1f41 tf7 1a3 tY! tar ai3 PSO DE C] wf rK 11AK I LC 1 Pu 0. 70 lab In IraIca251I'S CK I Its 25 t85 150 145 1.3 171 1:3 wi3 b Ow 17 Ct+ fw n+ r11 30 IS$ 15L 10443 i7, itl i7 c- DK 1I! Is I t is- 1f7 N^ 11L ate 2 an 1 a It. 14[fl f1 1T3 t51 I.^ 11' 1: tpr w: C I• t r taK CC a •. 4tI]l 13p t]. S31 I111 SC' a2 Ow 1 w 1 5e _ t77 ty 1) l. f33 ttb 1Ca11050) CC 0'[ 104 1b1]5ISD1'Dr N2 Cy 1•l H I •'tJ t): 17] 1:5 tf3 R5 JD r: Ew 1:• tU frtP t LYw a nl{ vim. rt «•tea 1 ' 3.L44+..r w*. • r •).r ••IIi f•'rp.1•+¢ •.rw.rl w r.rwt r.lr yr r r •+wt o r Man w •wro iC C•:: rr rIa•1 1'r • •wr.wp.• r arr t I+rrw.r+ tsnriN"cl•." r am rs-.I-Y^r•rM t Y11N r.••-01 as•t.r WAft~ 1lr.rw•`-t1.10-0. 30 GC M 1. J-. 3: r.1. 1(..P E Gam.-14 Pa ,,V;-1 A r•ia1, 04.- IS 1 f•I T OEJIC. 7mi RrwC, Y••a'YH•artw,l•,,w. rtr.a.Ylwla , YraG bolt rr r r. rr.rw. 1,•r.1 R A4/!. i YA•l t+w rr rI{•••t 7•M rt C w ••alr' ••• rnA/at, r w {"rr arr.'.1•'4's'{ r D0C 3.1 r tiCG •i-: r M1 rrlNtDa, UMITATIOKS OF USE: 71 Y, Hon Vaociy Hlmnne 20al•a (1fYKL) rnt.f ae1 AL-OaD. Coa.Cy Fuld., HOA 15.07=.04. RI OGANMALSOCU,TES. 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SDOi M:.ntt:,IE.Er.•EEr1••1•I.rw 11a,/tr t.•.WI.. 11../t.1..rtr n'•.D+ErNr.r•MCII 1. f,I`.0 W"rrrE!•wa 0-Av Y G, r.w.rK 0""'A ..14/N.,r'P-a.-VO'DOG h4 r W: K:r aft'P Ila LIMITATIONS OF USE: 1) In >,WMY 1•IK\r.M S.onet OfVKZ) r4UC ai IY,r•Oa& C-ay Florida, NOA 4S-DT=,04' I f4 flGAYVq NSF N.i 41 1 STASE O cc oL O RIa' FSSION A lntertek REPORT NUMBER: 102024363COQ-001A ORIGINAL ISSUE DATE: April 1, 2015 REVISION DATE: April 30, 2015 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD. 1500 BRIGANTINE DRIVE COOUITLAM, BC V3K 7C1 RENDERED TO JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 PRODUCT EVALUATED: HardiePanelO EVALUATION PROPERTY: Transverse Load Testing Report of HardiePanelO tested in accordance with ASTM E330-200212014, Standard Test Method for Structural Performance of Exterior- Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference This report is for the exclusive use of Intertek's Client and is prov;ded pursuant to the agreem&nt behveen Intertek and its Client. Intertek's responsibility and hability are limited to the terms and conditions of me agreement. In:errek assumes no habUi:y ro any party, other rhan to :he Client ir, accordance with the agreemert, for any loss, expense or damage occasioned by the use of this report Only the Client is authorized to cop), or distribute this report and then only In its entirety. Any use of the Intertek name or one or Its marks for the sale or aarertisement of the tested material, product or sen ice must first be approved in Nvrlting by inter:ek. The observations and test results in this rep" are relevant only to the sample tested. This reaorr by itself does no: imply that the material, product, or service is or has ever been under an In,,ertek certification program. James Hardie Suifding Products, Inc. \ Aprif 30.2015 Report No.102024300DO-001A Page 2 of 7 1 Table of Contents 1 Table Of Contents ................................... ...... 2 2 Introduction ......................... ......... 3 3 Test Samples...............................................•---•................................................................. 3 3.1. Sample Selection........................................................................................................ 3 3.2. Sample And. Assembly Description............................................................................. 3 4 Testing And Evaluation Methods........................................................................................ 3 4.1. Conditioning..............................................................................................................3 4.2. Transverse Load............................................................. _.......................................... 3 5 Testing And Evaluation Results.......................................................................................... 5 5.1. Results And Observations ................................................. ................ ......................... 5 6 Conclusion.................................................................................---..................... ............... 6 Appendix A Transverse Load Test Data.....................................................................17 Pages RevisionSummary............................................................................................................ 1 Page CT FLOR 04. ............. Fssfo \- ntertek Florida Product Approval HardiePanel° Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2556-15. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. Hardie Pane 1"'IZ JamesHardie Vertical, Siding EFFECTIVE SEPTEMBER 2013 III INSTALLATION REQUIREMENTS RESIDENITX SrIGLE FAMILY ONLY - PRIMED & COLORPLUS- PRODUCTS VCv:rw;;.ja^neshardie.com for the most recent version. SMOOTH • CEDARMILL® • SELECT SIERRA 8 - STUCCO IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WfTH APPLICABLE BUILDING CODES AND JAMES HARDIE WRrrTEN 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 HZ1OTM PRODUCTS OUTSIDE AN HZ1Oa LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. p CUTTING INSTRUCTIONS OUIUOORS INDOORS 1. Position cutting station so that wind will blow dust away from user 1. Ctd only using score arid snap or shears (manual, electric or pneumatic). and others rn working area 2. Position cutting station In well -ventilated area 2. Use one of the folly vino methods: a. Best_ I Score anC snap If. Shears (manual, electric or pneumatic) - NEVER use a power saw indoors b. Belles. I Dust redu hg circular swan equpped with a - NEVER use a circular saw Wade Utah does rot tarty the Hardle0ade saw blade trademark HardieDade' saw Wade and HEIIA vacuum adimlon NEVER dry sweep - Use wet suppression or HEPA Vacuum c. Good: I. Dust fedtruno circular sa'r: with a HardieBlade saw blade Ay use for low to modes iota cutting) Important Note: for maximum pricrechon (lowest respirable dust production), James Hardie recommends always usirp "Best'-le.el cutting nWJ)A- where feasible. NOOSH- approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available at wim, jamestiardie can to help you determine the most appropriate cutting method for your job requirements If concern still exists abort exposure levels or you do not comply oath the above prat-;ces, you should always ansult a qualified industrial hygienist or contact Janes Hardie for further mfomraton. S)omim GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial! Multi -Family installation requirements go to inn^Av.JamesHardieCommercial.com HardiePanel3 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 (rainscreentfumng) 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 Crater -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibilityr for water Infiltration. James Hardie does manufacture HardieWrae 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;8,9,10&11 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10', Do not install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. DO NOT use HardiePanel vertical sidln in Fascia or Trim apDllcations. Some application are not suitable for olorPlus. Refer to Colorlolus section page 3. DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie", Products. For larger projects, including commercial and multi -family projects, wnere the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product In their design. These values can be found in the Technical Bulletin 8 " Expansion Characteristics" at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively Positionfasteners3/8" from panel edges and no closer than joints may also be covered with battens, PVC or metal jointers or 2" away from corners. Do not nail into corners. caulked (Not applicable to ColorPlusa Finish) (fig. 2). HardiePanelVerticalSidingInstallation • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Framingmustbeprovidedathorizontalandverticaledgesfornailing. Figure 2 Figure 3 HardiePanelverticalsidingmustbejoinedonstud. water -resistive barrier water -resistive bamer Double stud may be required to maintain minimum edge / 2 a stud /, way restive -resistive j I-_ 2 x a sod harrier barrier nailingdistances. ._upper vane/ .—upper panel Figure 1 stud Do not 1/4" gap water - resistive f I I / Caulk Caulk barrier sheathing q I`I-" HardiePanel : I Batten Joint "H" Joint ! Z-flashing f Z-flashmg O C vertical siding `' i water -resistive barrier r tleCoratiw.. keep Waifs ` 2 a 4 stud .—rower lbaud board 3/ e' min. 4;_ _ panel r from panel I I - n panel edges I, 7 -• plate`-- i Figure 4 leave a ppropriate gap between Recommendation: When -- — 3/ 6• —j I Cl— o panels, men caulk' ms;alhng Sicrra E provide ' . ,• moderate contact Caulk Joint a double stud at panel l ( Not aoohcable o ColorPlus* Finish) joints to avoid nailing { keep fasteners 2" I __. ' Apply caulk in acco•dance with caulk Uiiough grooves. \ away from corners 1' maru`ac:urer's written application instructions For addition; information, on HardieWrapT'^ Weather Barrier, consult James Hardie at 1-866-41-lardie or www.hardiewrap corn WARNING: AVOID BREATHING SILICA DUST James Hard 0 products cowsrn respr, aalo crystahne slrca, which is knomi to the State of Cal,famia to cause cancer and is coisidered by IARC aril NOSH to be a cause o' cancer ham some occupational sources. Breathing excessive amounts of resoaabie silicadust can also cause 2 disabling and potentiallylacl lung disease caned sil cos s, any has been linked wren odher diseases. Some said:es suggest smoking may increase these nsu During installation or nandog. ( 1) nark in ouMDo• a eas with ample vemlaiion: C2) use hoer cement shmrs to• cutting or, rMo-e nct feasible, use a HardieRadc" saw blade anc dust-reduang crcuiar saw attached to a H4UA vacuum; 3) wain others mine irrrediate area. (4) wea- a properly -lifted, NOSH -approved dos' mask or respirator (e.g h-95) in accordance vvth applcahle govemmen' regulations and manufacturer instructions to further limit respirable shca exposures Donne clear -up, use HEPA vacuums o• wet cleanup mecmds - never dry sweep For further information, refer to our instal aha'i instructors anc Material Safety Data Sheet avallame at w w jarnashardie com or by calling 1-e00-9HARDIE (1 -800-9,2-7343). FAI URE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INISTRUCTIONS MAY LEAD TO SEROJS PERSONAL INJURY OR DEATH HS1236 - P1/3 1113 CLEARANCES Install siding and trim products in Maintain a minimum 1 " Maintain a minimum 1" 2" clearance At the juncture of the roof and vertical Maimain a 114" compliance with local building code 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between requirements for clearance betweenq James Hardier and decking material. shall be installed per the roofing manufacturer's instructions. Provide a the bottom of James Hardie products and the bottom edge of the siding and products and paths, Figure 7 minimum 1 "- 2" clearance between horizontal flashing, the adjacent finished grade steps and driveways. 1 111111 1 1 the roofing and the bottom edge of the Do not caulk gap. Figure 5 s; d concrete 6" min. I foundation Maintain a minimum 1" gap behveen guttei end caps and siding & trim. Figure 9 siding a 4 gutter and end cap siding resistbarri deck material lo-st F, 1 flashi siding and trim. Figure 8 l If 1 Q&..g Refer to fig. 3 on page 1. Do not bridge floors with HardiePanel' ' siding. Horizontal KICKOUT FLASHINGjointsshouldalwaysbecreatedbetweenfloorseig.10). water- Because of the volume of water that can pour down a sloped Resistive I roof, one of the most critical flashing details occurs where a Barrier Figure 10 iI , f Framing root intersects a sidewall. The roof must be flashed with stepp Flooring flashing. Where the roof terminates, install a kickout to deflect Trim Horizontal water away from the siding. It is best to Install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come backto install the kickout. le Figure 11, Kickout Flashing To prevent water fromdumpingbehindthesidingandtheendoftheroof Sheathing intersection, install a "kickout" as required by IRC code R905.2.8.3 : "...flashing shall be a'min. of 4" high and 4" faHardiePanel• wide." James Hardie recommends the kickout be angled between 100* 1 1 Do to maximize water deflection BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 3' 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 nags. 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 over -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, 112 0 fill &add nail Figure A Figure B do not under drive nails DONOT STAPLE Figure11 w slap IacA• rg / = '•= SeK.adhenr5 meR are sair-adienng pp avo rTM bruie flast 0V DVedge mp PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumabc 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 - P213 8113 CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. DO NOT use stain, oiValkyd base paint, or powder coating on James HardleO 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 if the siding is sprayed. COLOR PLUSeTECHNOLOGY 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 ColorPlus6 Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel3 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 ColorPluso 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 COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended 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 KDOGNITIDN, In accordance with ICC-ES, Evaluation Report ESR-1844, Hard'ePanel® vatical siding is recogrized as a suitable ala;rnate to tlaz specified in- the 2006.2009, 4 2012International Residential Code for One -and Tw,o+amity Driellings and the 2006, 2309, & 2012 Intematiora! Building Code. Haid,ePanel ver al sidaig is also recognized for application in the followng: City of Las Angeles R;:searoh Report No. 24862, Sta a of Florrfa hstina FLk889, Dade County. Fonda NOA No 02-0729 02, U.S Dept of HUD Materials Release 1263c, Texas Department of Insumnce Produci Evaluation EC-23, City of, New YOrK MEA 223-93-M, and Caltomia DSA PA-019. These documents should also be consulted for additional rformation oancenurg tree suitabdity of this product for snrcific applications. 2013 James Hardie Building Products. FJl rights reserved. Additional Installation Information, Jamesand to denote trademarks or registered trademarks of r Ja mesHardieJamessHaidieT echnology Limited Is a registered Warranties, and Warnings are available at trademark of James Hardie Technology Limited. www.jameshardecom HS1236 - P3/3 6,113 MIAMI•DADE INUAMI-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 ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wivw.miamidnde,eov/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 Mianv-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 riay 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 I through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's 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 1.710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided•to the user by the manufacturer or its distributors and shall be available for uispection at the job site at the request of the Building Official. This NOA revises NOA 013-0311.07 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-0122.04 M1AMI-DADE COUNTY Expiration Date: May 1, 2017 Approval Date: April 9, 2015 93111-r3o S Page 1 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 Inteilek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted wider 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. 1 F. STATEMENTS 1. Statement letter of code conformance to the 51h edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald 1. Ogawa, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 E-1 1 WALL LENGTH Stud Spacing at 16" O.C. B4 1 1 1 BF-- I "I I - Nails at 16" O.C. (typ.) 3/8" Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 HardiePanel, Cempanel, T- Prevail Panel Siding Water -resistive barrier per Florida Building Code Section 14042 5/8" thick 15 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 518" thick /5 ply APA rated j plywood sheathing in accordance with Florida Building Code Section 2322.3 Water -resistive barrier per Florida Building Code Section 1404.2 2' x 4" S-P-F Wood Studs HardiePanel, SECTION B-B Cempanel, Prevail Panel Siding PRODUCT DESCRIPTINO Harc iePanelO. CempaneW, & Prevail® Panel Siding materials are nonasbestos fiber -moment products tested in accordance with ASTM C1186 Grade It, Type A and meeting the requirements of the Florida Building Code. jMNEL DIMENSIONS Width Length Thickness 4' 8,9,10' 5/16" l)ESLGN PRESSURE RATING Installation Design Pressure Wood Studs -76 psf Impact Resistant - Planks installed over 5/8" thick 15 ply APA rated plywood sheathing FIA_RDIEPAN CEMPAI IEL,PRE1/QIL PANES SIDING 1NSTALL TION DETAILS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. 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 115/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Budding Code Section 23— . The siding panels shag be installed over 516' thick IS ply APA rater) plywood sheathing supported by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Note 71 The siding panel fastener shall be a 2' long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shag 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 30' anal a minimum clearance of 2" from comers. Fax 909-427-0634 Creator E. Gonzales HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 1ZE F'SOM NO DWG NO A PNL-PLK-SOFF ALE 1/2" = 1*-V4 Date: 412412013 sHEFr 1 OF 12 REV Fastener Spacing per Florida Building Code Section 2322.3 PRtk'7 JCr REVLS ao iTiag wire tdcf>I id A11qWW NO tiw Pn duct Coa d PRODUCT REWSED wconwlying wish rlariu a.adi% C & BY PmdmtCentmil I I - I` Fastener Spacing per Florida Building Code Section 2322.3 Cladaing Framing Sheathing ERAWING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2' 16d COMMON NAILS (2 PER TOP AND FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOIVIWAL 518" THICK/5 PLY RATED PLYWOOD HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 23223 CLADDING THE PANEL IS FASTENED WITH 2' LONG, 0.223" HEAD James Hardie Building Products, Inc. 1! Creator. DIAMETER, 0.092" SHANK DIAMETER, CORROSION 10901 Elm Avenue RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 909.356-6300 s zE FSCM NO DM No Fax 909-427-0634 A PNL-PLKSOFF E. Gonzales SCALE 1" = T-0" Date: 4/24=13 SHEET 2 OF 12 Ikb QUA L8 The Florida WALL LENGTH SEE Stud Spacing at 16" O.C, DETAIL A B - --- I i I BBVL it with tW Florida do 518" thick / 5 ply APA rated plywood sheathing fastened to metal studs as described A i \ in Note 1 No. 1 STATE00 y Water -resistive barrier per Florida Building Code Section 14042 20ga, 3-5/8"X 1-5/8" Metal Cstud PRODUCT DESCRIPYiJN HardiePanel®, CempanelO, & Prevail® Panel Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the Florida Building Code. PANEL DLMENSIONS Width Length Thickness 4' 8,9,10' 5/16" DESIGN ERESSURE_RATING Installation Design Pressure Metal Studs -104 psf I _ _ ::---___-_-__';1 NA tt$ Impact Resistant— C--- —- - jtr \ HardiePanel, Cem Panel installed over 5/8" thick / 5 ply B anel, APA rated plywood sheathingE--- I sEtCrJgN l3 P Prevail Panel Nails at 6" O.C. (typ.) 3/8" Minimum Edge Distance Siding Sheathing fastener, as described in Note 1 Panel fastener, as described in T Note 2 HardiePanel® Siding r Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick / 5 pry APA rated plywood sheathing fastened to metal studs as described in Note 1. 20ga, 3-5/8" 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 with the Florida Building Code. FIA_F OIEPANEt CEMPANEt_,_Pk EVAILI?ANEL SIDING INSTALL 1710N DETgILS 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 15 ply APA rated plywood sheathing shall be attached to metal studs at 6"00 at panel edges and all intermediate supports using a No.B-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 3-5/8" X 1-5/8" Metal C studs spaced a maximum of 16" O.C. Note 2] The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-51T 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 Elm Avenue Fontana, CA 92337 Phone: 909356-6300 SIZE FSCM NO I DWG NO Fax 909-427-0634 A PNL-PLK-SOFF Creator. E. Gonzales SCALE' 12"= T-a" I Date: 424/2013 SHEET 3 OF 12 REV 6.00in. •- I I II II I 6.00in. PLLODIJ(T EtEYiSID as b6ithywthe Ficsids B+a C,ode syProduct ConMoi I- 1= RAMING NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8' WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SUEA n3R- 4G NOMINAL 5/ 8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8- 18, 0.315" HEAD DIAMETER X 1-1/4" LONG BUGLE HEAD SCREW CLADDING THE PANEL, IS FASTENED WITH NO.8-18, 0.315" HEAD DIAMETER X 1-5/8' 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 I I I / I I / Framing II I II I• I II Sheathing II I I. I I.I OGA I I IIII• I o. 121 STATE OF : FkOR10P. .6, c,'y,,! 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) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909- 356-6300 SIZE FSCM No DM No Fax 909- 427-0634 A PNL-PLK-SOFF Creator. E Gonzales SCALE 1" = 1'-0" Date: 4/242013 SHEET 4 OF 12 1 Stud Spacing at 16" O.C. i I I -------I.--- `---- -- ------ IRR j WALL j i i I I i j as CKX Build IEIGHT i iI iUy Niom E LENGTH SEE DETAIL A B -<---' 1 3/4" Minimum Edge Distance DFTAJ_L A Sheathing fastener, as described in Note 1 W FID6& i .47 ' l N 0- Nails at 16" O.C. (typ.) Siding fastener, as described in Note 2 n` HardiePlank, Cemplank, Prevail Lap Siding Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick /5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. PRQDUCT DESCRIPTIQN HardiePlank®, CemplankO, & Prevail® Plank Lap Siding materials 5/8" thick / 5 ply APA are nonasbestos fiber -cement rated plywood products tested in accordance with sheathing in ASTM C1186 Grade It, Type A and accordance with meeting the requirements of the Florida Binding Code Florida Building Code. Section 23223 PANEL DIMENSIONS water -resistive Width Length Thickness barrier per Florida 59-1/2" 12' 5/16" Building Code Section 14042 DESIGN PRESSUP RATING 2"X 4" S-P-F Installation Design Pressure Wood Studs Wood Studs -92 psf Lap Siding Impact Resistant -- 1-1/4"4all X 5/16" Planks installed over 5/8" thick / 5 ply APA rated plywood sheathing thick starter strip HAGiDI PL4N.IC,_CEMPLANiCLPR.EyA_.l4LAP $IDINGJNS7&_LLkQQ1 DEtAiLS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Wood 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 1] 5/8" thick 15 ply APA rated plywood sheathing 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 1-1/4" wide laps at the top of the plank such that the exposure area of each plank is s 8-1/4" vertically. Note 2] 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:5 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into wood 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 / 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 3/8". 909-356-6300 Creator. E. Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 SIZE A SCALE 1/2" = 1'-0" PNL-PLK-SOFF 1 Date: 4/24/2013 sHEEr 5 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 16 in. OC Cladding Framing Fastener Spacing per Florida I Building Code Section 2322.3 Sheathing 0.751in ` I I •I PRODUCT REVLM Ameponm we T a, 6 ' 1 1— ;ik ProdaQ Cantrai 58.25in. FRAMING 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 CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 518" THICK 15 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 CI..A_DDING PLANKS OVERLAP 1-1/4" THE EXPOSURE IS s8-1/4" THE PLANKS ARE FACE NAILED WITH 2-112" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION - RESISTANT SIDING NAILS, PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION s oc ig:e witl iMe F1o'id I \\\ coiW. IS -daz M No. 121 ax STATE OF 4AfAl- FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION ND LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) Fax 909-427-0634 Creator. E Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 IZE FWM NO I DV40 NO A PNL-PLK-SOFF 1"=1'-0" I Date:4/2412013 ISHEEr 6OF12 REV 1 H Stud SpacingVALLat16" O.C.O,C. LENGTH SEE l DETAIL f i i an Mtbitbcl<7uidsV VALL I I° o FEIGHT i Y ade i7t odatt Coetb! i: i iI I I' i F BF= 3/4" Minimum Edge Distance Nails at 16" O.C. (typ.) DE7AIL HARDIEPLANI CEMPLANK PRE1/AIL L1 P SIDING INSJALLATIQN DE gIJ_$ All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Cade. described in Note 1 • Metal studs where HardiePlank Cam Ian Prevail La Sidin will be installed shall be as no b an PRdtKICr Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Up Siding Water -resistive barrier per Florida Building Code Section 1404.2 WN 518" thick 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 518" thick 1 b ply APA 1 rated plywood sheathing fastened to metal studs as described in Note 1 watef-resistive barrier per Florida Building Code Section 14042 k-CQ-L C7 DESC-9tPTiQ HardiePlank, Cemplank®, and Prevail® Plank Lap Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code, PLANK DIMENSIONS Width Length Thickness 5 9-1/2" 12' 5/16" 20ga, 3-SM" X 1-5/8" , DESIGN PRESSURE RATING Metal C-stud Installation Design Pressure HardiePlank, Metal Studs -92 psf mplank, Prevail Lap Siding Impact Resistant - ss NAL CT10 Planks installed over 518" thick / 5 pI 11f..1, g_.g 1-1/4' tall X 5/16' Y tWck starter strip APA rated plywoodsheathing tYe F7oriri 20ga, 3-5/8" 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 with the Florida Building Code. P > P g g Y Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. Note 11 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter 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 s 8-1X' vertically. Note 21 The siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-1/4' long* bugle head screw over metal studs ("or screw shall have at least 3 full threads penetrating metal framing); The siding is fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 5/8" thick 15 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4° from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 3/8". HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone:909-356-6300 sizE rscMNo - own.40 Rev Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE 1/2" = v-o" Date: 4/24/2013 SHEET 7 OF 12 i 6.00in. 0.75in w compbri% wilt the %7ari& Dw-mieXOD& Aowptmm No I- L'LL0 j s8.25in. FRgM1NG NOMINAL 20 GAUGE 3-5/B" 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 5HEATHJNG NOMINAL 5/8" THICK 15 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT.PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1/4" LONG BUGLE HEAD SCREW CLADDING PLANKS OVERLAP 1-1/4" THE EXPOSURE IS 58-1/4" THE PLANKS ARE FASTENED WITH NO.8-18, 0.315" HEAD DIAMETER X 2-1/4' LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION 6 in. 6.00in.00 I Cladding Framing Sheathing GA o. V121 STATE OF IOORQ' • cs Orti••L G 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, Inc. 0 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 stZE FSCM NO Dwc No Fax 909-427-0634 A PNL-PLK-SOFF Creator. E_ Gonzales SCALE 1"=1'-T Date: 4124/2013 SHEET 8 OF 12 REV 1 WALL LENGTH Stud Spacing at 16" O.C. WALL iEIGHT i. i i IJ I ••i 'i i i QF-7k IzA 3/8" Minimum SEE DETAIL A f 2" X 4" S-P-F Wood Studs HardieSoffit, Cemsoffit S C7JQN_B P F O UCT DESCRIPTION HardieSoffit® & CemsoffitO materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. SOFFLT DIMENSIONS Width Length Thickness 4' 8' 14" pYESIGN PFZ-A71)VG Installation Design Pressure Wood Studs -70 psf No_ 4 21 STATE OF F 0RV3. 0810NAl-- HARDI_E$OFFIT QCFMSOFFIT_pAN.L_INSTALLAJ ON_bETgILS soffit fastener, as = Ali installation shall be done in conformance with this Notice of Acceptance, the manufacturer's escribed in Note 1 installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardieSoffit, Cemsofft will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA HardieSoffit Cemsoffit ' The soffit shall be installed over minimum Z%4" S-P-F wood studs spaced a maximum of 16" O.C. Note 11 The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" 0'.C. Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from corners. Nails at 4" 0C. Distance 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. vz,a PRODUCT REvLED W 0-*Yice -ith me vkwi& Sufi %Code Ao=ptu Nof3-0-11 e- d` FroQuct Ca toi HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone:909-356-6300 s¢E Fs C rn DWG NO REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator E. Gonzales SCALE 1/2" = t'-0" Date: 4/24/2013 1 SHEET 9 OF 12 4.00I Tn- PRebucr aEVLWD FRoDucrur;zw Dipitatioa Die . ! ' ' f y - Ali ni iti.+ArA G evl - D,dc ,a Cnatai ? FRAML G 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 CONNECTION) - THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE 1MTH THE FLORIDA BUILDING CODE CLADDMG THE SOFFIT IS FASTENED WITH 2- LONG, 0-223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAIL'S 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing- WNO-121 STATE OF F[.0 R1 P • \`c` 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) HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337. Phone: 909-356-6300 size FSCM NO Mr. NO Rev Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E Gonzales SCALE 1"=1'-0" Date: 4/24/2013 SHE7 10 OF 12 D ET,41 L-A Nails at 6" O.C. (typ. 3/8" Minimum Edge Distance t fastener, as gibed in Note 1 HardieSoffit, Cemsoffit 20ga, 3-5/8" X 1-5/8" Metal C-stud LThe wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. WALL LENGTH SEE Stud Spacing at 161 O.C. i I i I DETAILARs---. PR,ODUCT 17ESCRIPTION HardieSoffrtO & Cemsoffit® materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 1' ---: 1 Grade 11, Type A and meeting the requirements of the Florida Building Code. 20ga, 3-5/8" X 1-518" SOFFIT DfMENS10N5 Metal Gstud Width Length Thickness 4 8. HardieSoffit, DESIGN PRESSURE RARNG Cemsoffrt Installation Design Pressure i• Metal Studs 55 f Jl;,,./ g..., till t.OGq PRODUCT REVLSM tJDliCi ift es comptyice dawitb6VFbxi 9,6 cptanm o r3-,1.; 121 wet c.et•I°a' Expmao OI? ` —p Tor' =50'-. ,SWEOF '`' n.+camot > Vs 9deP vdixtCneent '`,' • ZOR1D R`%j kiARD(ESOFFIT CEMSOFF_IT ANEL INSLALLATION DEfA1LS }'-r/0NAL rits, iy All installation shall be done in conformance with this Notice ofAcceptan ,,QW Sanufacturees installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1-518" Metal C-studs spaced a maximum of 16" O.C. Note 12 The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-114" long* ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal framing) -,the fasteners shall be spaced at 6" O.C. at panel edges and intermediate 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 corners. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METALSTUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone. 909-355-6300 saE F&CM r o DM NO Rev Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator E- Gonzales SCALE' 1/2" =1'-0" Date: 412412013 1 SHEET 11 OF 12 6.00in. 16.00in. Cladding T Framing 6.00in. PRCDUCC REVLSFD s comet Mri1i the-Fb*%ft P1tOD!)Ci It>"1 D f1b S', s eomptpa6 wim tse FWrid+ Wu-` BaildSna A,,v,=. w, r'-L 3/l.4% itlt i,i..,, — f 7 AWq Y Ism= d foeerol 1 A9 FLOR OP' . `• FRAMING — SSIONP" vti NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8" 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 (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO.8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTIONDIAMETERX1-1/4 • LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE James Hardie Building Products, Inc. SCREWS 6" O.C, AT PANEL EDGES AND INTERMEDIATE _ 10901 Elm Avenue STUDS ° Fontana, CA 92337 Phone: 909-356-6300 SIZE FSCM NO DWG NO REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE 1" = 1'-0" Date: 4124=13 SHEET 12 OF 12 Florida Building Code Online Page 1 of 2 Yi .Ilr :• =i+J..r`4 SY =LI, r.L '•S i. i 4.: Jn f 4 b { t { T Sari K•' BCIS Home i Login User Registration Hot Top,cs ( Submd Surcharge Stats & Facts Publications ! FBC Staff i BCIS Site Map E Links i Search 11 - 1 Product Approval k I 4 USER. Public User Product Approval Menu > Product or Application Search > Apohcation Lis[ > Application Detail FL # FL12194-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C 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 SZ Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R5 COI ALC15001 2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.odf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 http: //www. floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQ"Dquk24AUC%2fE... 9/7/2017 Florida Building Code Online Page 2 of 2 Ed Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 06/14/2017 06/14/2017 06/19/2017 08/08/2017 09/06/2017 FL # 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 R5 II ALC15001.2 Evaluation Report 2014 FBC 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 R5 AE ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.odf Created by Independent Third Party: Yes Bad( Next I Contact Us . 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovnoht 2007-2013 State of Florida.:: Privacy Statement •: Accessibility S at m nt :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850 487 1395 `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S , please click here . Product Approval Accepts: whcV Credit Card - Safe. 0 http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC°/`2fE... 9/7/2017 X tiSte. CREEK A TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued June 6, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Matenals Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3 ALC15001.2 FL12194-R5 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC SoffitsEtaTECHNICALSERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22 3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. jI•`4.7 G J r I 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix -D for dimension drawings. ALC15001.2 FL12194-R5 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein r 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 5v' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 01111ll11ri111'r%,,ZG 2017.06.06 No 74021 ' = 15:48:16 04' 00' 3 STATE OF •: J Q Q:•'ZS' Zachary R. Priest, P.E. Florida Registration No. ---'•,S 0NAL; •`, Organization No. 021 ANE9641 i1nu+ CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A— Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001. 2 FL12194-R5 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 1 l b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location s l ALC15001.2 FL12194-R5 Page 1 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. CREED{ r TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Location lF Fastener Fastener Location l ALUMINUM COILS, INC Soffits 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 Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No.- Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 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. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head diatrip nail spaced 48- 48 64. 2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel l panellapphead dia. trip nail spaced 48- 64.2 inch o.c. ALC15001. 2 FL12194-R5 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel T Wall Connection, Eave Connection System Panel MDP No. Width - Substrate F-Channel " Attachment Panel Attachment Substrate' Panel Attachment• Fascia Cap Attachment psf) Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/ crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. pinchspaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel ` Wall Connection Eave Connection - System Panel.. MDP No. Width 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- 53.3 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- 53.3 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 head dia. trim nail 26.6 inch o.c. • O.C. 3/16-inch 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- 27 16F-4 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 24-inch o.c. spaced 48-inch o.c. ALC15001.2 FL12194-R5 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall 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 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width ' r pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x. 072-inch Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0 diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with JI-Channel Wall Connection Eave Connection System Panel MDP No. Width pst) Substrate J-Channel, Substrate Panel Attachment Fascia -Cap Attachment - Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J 1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.2 FL12194-R5 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel s Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga. 1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in in2.25- 1) m. Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch ring One (1) min. 1.75-inch inch O. C./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 801 24F- 2 12 inch Wood smooth shank rafter with one Wood le g 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) 16 ga. 1/4- One (1) min. 1.75-inch x Max. One ( 1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072- inch diameter 80/ 24F- 3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 spaced 8- inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o. c. 3/16- inch head spaced inch 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. ALC15001.2 FL12194-R5 Page 5 of 8 This evaluation report is provided for Slate of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 24j,CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Ea XqConnection System Panel MDP No. Width psi) Substrate F- Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap, Attachment Attachment One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No. 2 SYP nailer of each female Three ( 3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24FA 16- inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-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 1x2 nailer of each female One ( 1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F- 5 16 inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16- inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 2 FL12194-R5 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 psi) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.2 FL12194-R5 Page 7 of 8 This evaluation report is provided for 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. f 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 psf) Batten Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. %.- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails 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- belween 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.'Y, anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.2 FL12194-R5 Page 8 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 ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min 3/6" dead dia nail with Irin. 11,4" P.Iiae @IIHnr,(for. W-x-4 r111)8tta1.H1 or inln. 0.097" dia. "' nail or riml, coil with min. 5; 6" engagsm•n L(f_7. con^reLe cn- block ras noted nM+•. _. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 & 12F-3 F" CHANNEL wood, ConcrF:t.e or Bloc); wrlll STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. FASCIA LIP 1/4" PAINTED S.S. + 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-R5 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. LA CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail nKTW `, SOFFIT STAPLE OPEN RAFTER 3/4" X 1/4" DIAMOND PATTERN L;DETAILCROWNSTAPLES USING A DIAMOND an- KTVM j sr nts PATTERN FACIA BOARD i FASCIA CAP 12 F-2 CIA BOARD 1 3/4" X 1/4" CROWN4S.S, 8" STAPLE ON CENTER 1-3/4" TRIM NAIL P" F" CHANNEL CAN BE PAINTED S.S. 48" CAPINSTALLEDWITHTHE0CFASCIA NAILING FLANGE UP OR " X 1/4" DOWN WN STAPLE SOFFIT— max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-R5 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 4 , TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER a/** KrYTM `, SOFFIT STAPLE OIST DIAMOND PATTERN DETAILU,,@' FACIA BOARD KTWMI SiMIES y 3/4" X 1/4' CROWN STAPLE "24' ON CENTER USING A DIAMOND PATTERN I FASCIA CAP 12J-1 3/4' X 1/4' CROWN 8" FACIA BOARD 1-3/4' TRIM NAIL CHANNEL 1-3/4' TRIM NAIL STAPLE ON CENTER PAINTED S.S. screwed to soffit with one(1) 08 x PAINTED S.S. 48" FASCIA CAP 1./2" x 3/8" head diameter'screw, D.C. r 3/4' X 1/4' 15° o.c. CROWN STAPLE SOFFIT —max., 12-inch span WOOD OR BLOCK SUBSTRATE SOFFIT—` SOFFIT & FASCIA D ETAI L ALC15001.2 FL12194-R5 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 I I' TRIM NAIL FASCIA BOARD PAINTED S S. FASCIA CAP SOFFIT 1-Kj- CROWN STAPLE OPEN RAFTER FASCIA BOARD N GA 5/6' I-RAt 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP, REFER TO SOFFIT t FASCIA DETAIL f' CHARNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.2 FL12194-R5 Page 4 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 T_ TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min 3,/V head diu. nail with min. 1?f" e n,_jagemertt(tor wocJ substrate) or min. 0.997" dia. T-nail or stub nail with min./8" angagement(for wncrete or block ?uLFirate). F1JdC d as not d above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16 F-3 F" CHANNEL Wo,xi, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50F E3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 .3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-R5 Page 5 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. CREEKLNrIlm LA TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 SOFFIT STAPLE OPEN RAFTER I srw cs 3/4" X 1/4• ; I 1 DIAMOND PATTERN 11 D ETAI LCROWNSTAPLES1 I USING A DIAMOND —IV KT'I STAKES i PATTERN FACIA BOARD / i FASCIA CAP 16F-4 3/4" X 1/4" CROWNJ4/4FACIA BOARD 8" 1 STAPLE ON CENTER 1-3/4" TRIM NAIL-1'P7:'F" CHANNEL CAN BE PAINTED S.S. 48" INSTALLED CAPWITHTHE0CFASCIA NAILING FLANGE UP OR /4" X 1/4' DOWN ROWN STAPLE SOFFfT—max. 16-inch span WOOD ST SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.2 FL12194-R5 Page 6 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. Syr CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' TRIM NAIL FASCIA BOARD PAINTED 5,5. ' FASCIA CAP SOFFIT 1".1" CROWN STAPLE OPEN RAFTER FASCIA BOARD I"q" CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND 16F-2 & PATTERN: REFER To DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN / \ DETAIL FASCIA CAP; REFER / \ TO SOFFIT i FASCIA 3, DETAIL 6 F' CHANNEL SOFFIT: MAX. 16" SPAN SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 318; T— `, SOFFIT STAPLE i TOUSDIST 1 i DIAMOND r DETAIL PATTERN FACBOARD 1 FACIAn m+ rrv/ srwtts i 3/ 4" X 1/4- CROWN STAPLE "24-4S. S. ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J- 13/4" X 1/4" CROWNCU1 STAPLE W ON CENTER 1—CHANNEL BOARD 1- 3/4- TRIM NAIL PPAINTED S.S. 48" FASCIA CAP O. C. X1/ 4" WN STAPLE SOFFIT — max. 16-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001. 2 FL12194-R5 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail" 1 I- TRIM NAIL FASCIA BOARD PAINTED S.S. l')4- CROWN l FASCIA CAP SOFFIT USING A DIAMOND PATTERN. REFER TO I*xj' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 (!' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 1 FASCIA / \ DETAIL Nominal SYP I II 3 81BattenAnchoredtoSOFFIT; MAX, tP F-CHANNEL Rafters with ana ld Rmq Shank Nail of WDDO SUBSTRATE every Rafter SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall 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. F; GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PAINTED S.S. I -I' SMOOTH SHARK ROOF NAILS FASCIA CAP SOFFIT 1'4' CROWN STAPLE 111' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT &FASCIA ' 24F-2 & DETAIL 24 F-5 I'rj' CROWN STAPLE FASCIA CAP: REFER TO SOFFIT & FASCIA DETAILINominal1"xY "P F-CHANNEL Batten Anchored to SOFFIT; MAX. 24' Rafters with one 7d Rmq Shank Nail at every Rafter W00D SUBSTRATE ALC15001.2 FL12194-R5 Page 10 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 of TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail', 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. I ILGA i• T-IIAILS FASCIA CAP SOFFIT 1'Q' CROWN STAPLE 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 I--- CROWN STAPLE FASCIA CAP: REFER TO SOFFIT l FASCIA DETAIL Nominal 1's2' SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one Td Ring Shank Nail at every Rafter MASONRY ALC15001.2 FL12194-R5 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail i t" TRIM NAIL FASCIA BOARD PAINTED S S. 1"4* CROWN FASCIA CAP STAPLES USING A 01AMOIJO SOFFIT PATTERN, REFER TO SOFFIT STAPLE CANTILEVERED i'rj' CROWN STAPLE DIAMOND PATTERN RAFTER DETA_A. FASCIA BOARD I t' TRIM NAIL SOFFIT & FASCIA PAINTED S.S. DETAIL 24J-1 & 1-4- CROWN STAPLE 24J-2 -- - --- FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL / Nominal 14 2' SYP battens scabbed between rollers and SOFFIT; MAX. 24' 1- CHANNEL aecwed with one (1) 7d ring ` shank nad straight-naRed through the ratter Into the end WOOD SUBSTRATE of the batten or two (7) 7d ring shank nano toe -nailed on edher side of the bellem at the batlenlrafter Intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001. 2 FL12194-R5 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 LM TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 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„ tt is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.2 FL12194-R5 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ti7, CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix C Desi do Wind Pressure"s'for Soffits in'Ezposure B: Building Type Zone Mean ' r'} Roof, Heightht ft - Basic Wind,S -eed m h ' 120 130^ , t 140 ` 150 E•;161)' 17,0 180 I 1901 Y . 200`' 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 4 40 18.3 21.5 24.9 28.6 32.5 1 -36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 1 -44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 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 4 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) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 1 12.5 14.7 17.0 1 19.5 22.2 25.1 28.1 1 31.3 1 34.7 60 1 13.1 1 15.4 17.8 1 20.5 23.3 26.3 29.5 1 32.9 1 36.4 ALC15001.2 FL12194-R5 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERViiES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits imExposure-C- Ppilding Type' Zon-e' W6an' Roof eight( ft BasicWirid'Sp6ed inph)- 130' 140 150 60' _I 1 180 160-,"'. 2M 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 4 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 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 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 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 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 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) 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 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 1 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 1 43.7 48.4 ALC15001.2 FL12194-R5 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 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. s CREEK t TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix C D6si n Wind Pressures•for Soffits in Exposure D`_ Buildin f g Mean Roof ` ft Basic Wind-S 'eed Y ni h Y 20 140 50 w - - 60Height 180'- F 190' Zone r130 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 4 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 84.9 Enclosed 31.5 37.0 42.9 49.3 56.1 63.3 79.0 87.6 Negative Loads) 25 20 32.1 37.7 43.7 50.1 57.0 64.4 t-681. 8-76.6 80.4 89.1 33.3 39.1 45.3 52.0 59.2 66.8 83.4 92.4 34.5 40.4 46.9 53.8 61.3 69.2 86.4 95.7530 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 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 4 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 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.2 FL12194-R5 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 3/8" F-Channel 318" J-Channel 3/8" -T I— 3 / 4" —- 1/8" HEM 1 5/f3" T 7 3/4" 3/B- ISOMETRIC VIEW 3io rMWILE ISOMETRIC VIEW 3/E" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 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. CREEK Ail TECHNICAL SERVICES, LLC Fascia 5 3/4" 7/8„ 118" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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. r CREEK LLaW TECHNICAL SERVICES, LLC 16" Q4 Soffit 02s•rP 012"iVP 18" BLANK 3 ./ 8 PROFILE 21 TV 11Fr n6o 0 0 0 000 00000s aoao a 0000a aooa ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK bTECHNICAL SERVICES. LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" X / y 3/8" 13.75" BLANK 3/8" PROFILE 212SRET O'0'T'P 025' T"P a 125'TFP aaaoa oaao 00000 000 00000 oaoo END OF REPORT ALC15001.2 FL12194-R5 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online Page 1 of 3 lit tW ' BCIS Home Log In User Registration Hot Topics 1 Submit Surcharge Stats 6 Facts i Publication FBC Staff f BCIS Site Map Links Search Iaida r 4, E, Product ApprovalUSERPublicUser M1['Lt Product ADDMo al Menu > product or Apol¢abon Search > Application List > Application Detail I FL # FL7006-R9 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By C IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 3114 708)496-2800 Ext200 rmetzOO1@tampabay.rr.com Robert Metz rmetzOO1@tampabay.rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetzOO1@tampabay.rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden L Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2009 2009 2008 2007 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 06/28/2015 Date Validated 06/30/2015 Date Pending FBC Approval Date Approved 07/06/2015 Summary of Products FL # Model, Number or Name 7006.1 Cambridge, Cambridge HD and CRC Biltmore 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: 7006.2 Hip and Ridge 12 Cap fiberglass shingles Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Description Laminated architectural fiberglass asphalt shingle manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Certification Agency Certificate FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-1 2015 .odf FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.odf FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 I1 IKO-133-02-01 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: This is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured in Toronto, Ont. and Brampton, Ontario Certification Agency Certificate FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-1 2015 .odf FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15. Ddf FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 N HiD and Ridge Cho Shingle Installation Instructions.odf FL7006 R9 11 IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.3 Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip atarerFLeadtingStripthebottomofaroofsystemmanufacturedinBramptonand Hawkesbury, Ontario plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.odfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM _0Eletter _-5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.odt FL7006 R9 II Roofing -Products- Leading- Edge- Plus- Aoolication-EN(1). Ddf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.4 Marathon 25 AR, CRC Superglass 3 tab fiberglass asphalt shingle manufactured at IKO's M25AR Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: tI Certification Agency Certificate FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .Ddf FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.Ddf FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 Ddf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R9 II IKO-133-02-01 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: L Back Ne:t 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 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 mail. If you have any questions, please contact 850.487.1395 'Pursuant to f 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 made available to the public. To determine if you are a licensee under Chapter 455, F.S , please click here,. Product Approval Accepts: C edil Card' Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 4WJ',V'T CONSTRUCTION MATERIALS TECHNOLOGIES March 30, 2015 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2014 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab_Appins_8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidge12_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: -, /</t i / C Signed: Brad Grzyboydski Duc Managing Director Florida Rb-g ere Professional Engineer P.E. Number: 65034 Date: April 30, 2015 Date: April 30, 2015 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO-133-02-01 PRI Construction Materials Technologies, LLC, 6412 Badger Drive Tampa, FL 33610 Tel 613-621-5777 Fax. 613-621-5840 e-mail matenalstesting@pncmt.com WebSite http/Mwwpncmtcom IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of 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 (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". STEEP SLOPES 1-tf£' 1-LT i SEALING STRIP — — — — • — I i 118 6-1/8" I _ NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Construcbon Materials Technologies, LLC 6412 Badger Drive Tampa, FL 33610 Tel 813-621-5M Fax 813-621-5840 e-mail matenalslesbngea pncmt com WebSite. http.//www pncmt com IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. ' NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". NAIL LINE 6 3/St NAILING - STEEP SLOPES APPLICATION Use six nails as shown. PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Matenals Technologies, LLC 6412 Badger Dnve Tampa, FL 33610 Tel 813-621-5777 Fax 813-621-5840 e-mail matenalsteshng@pncmt.wm WebSite. http.#www pncmt com 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. r 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. TAPER cul PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel- 813-621-5777 Fax 813-621-5840 e-mail matenalstesting@pncmt.com WebSite http://www.pdcmtcom IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 131 /4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove'approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PRI Construction Materials Technologies, LLC, 6412 Badger Dnve Tampa, FL 33610 Tel 813-621-5777 Fax- 813-621-5840 e-mail matedalstesting@pricmt com WebSite http #www pncmt.com Florida Building Code Online Page 1 of 2 M Q7 NZ BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats & Facts Publications f FBC Staff i BCIS Site Map Links Search 1. ricirda ` f Iw a Product Approval qqvv,, l,^=` 1jg 'USER. PubI User Product Approval Menu > Product or ADphpation Search > Application List > Application Detail FL # FL2346-R5 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived 7 Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarriorRoofing.net Authorized Signature Steven Crew Steven@WarriorRoof'ing.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext1024 Steven@WarriorRoofing.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/05/2019 Validated By Jesus Gonzalez, P.E. 1 Validation Checklist - Hardcopy Received Certificate of Independence FL2346 R5 COI PRI CMT Cert of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D226 2006 ASTM D4869 2005 r Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtOc8bnSknRps9... 9/7/2017 Florida Building Code Online Page 2 of 2 Documentation from approved Evaluation or Validation Entity ?Yes O No C N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option B 02/13/2015 02/13/2015 02/19/2015 FL # Model, Number or Name Description 2346.1 15 and #30 roofing felt ASTM D 226 Tested Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2346 R5 II InstallationInstructlons.odf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R5 TR 15A Test Reoort.odf Other: Primary roof covering should be installed FL2346 R5 TR 30A Test ReDort.Ddf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346.2 15w and 30w roofing felt ASTM D 4869 Tested Limits of Use Installation Instructions Approved for use in HVHZ: No FL2346 R5 II Installationlnstructions.Ddf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R5 TR 15w Test Reoort.Ddf Other: Primary roof covering should be installed FL2346 R5 TR 30w Test Reoort.Ddf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone. 850-487.1824 The State of Flonda is an AA/EEO employer. Copyright 2007-2013 State of Florida.: • Privacy Statement :: Accessibility Statement • • Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic 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), 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 emails provided may be used for official communication with the licensee. However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F S , please click here . Product Approval Accepts: Lr VM n ® ! h¢ M Credii Card Safe http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgtOc8bnSknRps9... 9/7/2017 WARRIOR® ROOFING MANUFACTURING P. O. BOX 40185 • TUSCALOOSA, AL 35404 • PHONE (205) 553-1734 • FAX (205) 5534755 rf.1 193 LEROY ANDERSON ROAD • MONROE, GA 30655 • PHONE (770) 207-D695 • FAX (770) 207-0775 323 DEVELOPMENT AVENUE • CHAMSERSBURG, PA 17201 • PHONE (717) 709-0323 • FAX (717) 7094)027 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top comer of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next.course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each subsequent length a minimum of two inches as you move up the shedding. In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. COUNTY OF SEMINOLE g39/ O 3IMPACTFEESTATEMENT 1 STATEMENT NUMBER: 17100007 DATE: October 06, 2017 v 14 BUILDING APPLICATION #: 17-10000728 BUILDING PERMIT NUMBER: 17-10000728 UNIT ADDRESS: WAXWING WAY 2473 17-20-31-502-0000-1570 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK SQUARE ENTERPRISE LLC ADDRESS: 5200 VINELAND ROAD SUITE 200 ORLANDO FL 32811 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2473 WAXWING WAY / LOT 157 SFR WYNDHAM PRESERVE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD Hou ing 5,000.00 1.000 dwl unit 5,000.00 PARKS N7A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEENT RECEIVED BY:I W MGQGC SIGNATURE: PLEASE PRINT NAME) II Q i7DATE: r NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY REESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PE IT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THt REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIR§T STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 'OP LEFT OF THIS STATEMENT. , THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. t U.- DEC 0 5 2017 I CITY OF SANFORD BUILDING;& FIRE PREVENTION gY_ PERMIT APPLICATION Application No: Z g-,293 .! Documented Construction Value: S Job Address: J q I3 f+,t (,1 Y i j b Via Historic District: Yes No Parcel ID: o ResidentimmercialType of Work: New,0y Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? Contractor Information Name Street: City, State Zip:lQ q L 53 (,/. Name: Street: L City, St, Zip: Bonding Company: Address: Phone: 813.9/0.3 403 CA .93 Fax: State License No.: Cr13 005 yUS Arch itect/ Eng1neer 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 liereby made to obtain a permit to do the work and installations as indicated. •l cerlify that qo work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application m NOTICE: In addition to (lie 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 an ning. z e _ Signature or Owner/Agent Date Print Owner/Agrnt's Name Signature of Notary -State of Florida Date Print Contractor/Agent's Name AB A, lK Da 1 .5)19 Signature r -State puFllllsda,: ovalr Daze Y V= Commission 0 GG151707 Noires: October 15, 2021 r , _ rm ` 1f011UtUIflllJrxiwllinwrOwner/ Agent is Personally Known to Me or - Contractor/Agent is Pe sonally Known to-W' Produced ID . Type of ID Produced ID Type BELOW IS FOR OFFICE USE ONLY Permits Required: Building El ctrical Mechanical Plumbing0 Gas Roof E] Construction Type: Occupancy Use: Flood Zone: T. otal'Sq Ft of Bldg: Min. Occupancy. Load:. #• of Stories: New Construction: Electric - # of Amps _ -Plumbing _ ft of Fixtures_ Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit:. Yes ' No APPROVALS: ZONING: ENGINEERING: COMMENTS:—. Revised: June 30, 2015 UTILITIES: WASTE WATER: FIRE: BUILDING: Permit Application it CONTRACT AGREEMENT DATB:6/21/2017 PROPERTY OWNER OR HIS AGENT: 2QcuMENr: ELECTRICAL CONTRACT REVISED PARK SQUARE HOMES SPEC: LEVEL I — WITH CFL BULBS FUEL: GAS/ELECTRIC ADDRESS: 5200 ViNELAND RDx s; ORLANDO cur ORLANDO mu: FL CITY: SANFORD STATQ: FL WYNDHAM PRESERVE PLAN SERVICE SIZE SQ FT A/C SYSTEM PRICE SEBRING 200A 2410 10-kW HEAT 240V, 60A 6,758.00 5-TON AC 240V, 50A SORRENTO 200A 2078 8-kW HEAT 240V, 50A 5,465.00 4-TON AC 240V, 40A SPRUCE 200A 2774 8-kW HEAT 240V, 50A 7,264.00 4-TON AC 240V, 40A SUNDANCE 200A 1730 5-kW HEAT 240V, 35A 5,081.00 3-TON AC 240V, 30A TELLURIDE 200A 2637 10-kW HEAT 240V, 60A 6,601.00 5-TON AC 240V, 50A TRIBECA 200A 1986 8-kW HEAT 240V, 50A 5,608.00 4-TON AC 240V, 40A TUSCANY 200A 2718 10-kW HEAT 240V, 60A 6,818.00 5-TON AC 240V, 50A wALTON II 200A 1811 8-kW HEAT 240V, 50A 5,110.00 4-TON AC 240V, 40A WELLINGTON 200A 3075 QN 2) 5-kW HEAT 240% 35A 7,587.00 QTY 2) 3-TON AC 240% 30A 0 CONTRACTOR/OWNER: 0 DATE: EDMONSON ELECTRIC: DATE: T1034 Skipper Road • Tampa, F 3 ,3' • Phone:(813)910-34 • Fax:(813)910-8546 • www.EdmonsonElectrlc.com F.oaiDA uc"M r na3003403 Detail by Entity Name Page 1 of 2 Flonda Department of State Dr/1S1Ji1 of ttt J an ofJJrAd Santo of rlutiihi wrbslrr Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Foreign Profit Corporation UNITED RENTALS (NORTH AMERICA), INC. Filing Information Document Number F12000001928 FEI/EIN Number 86-0933835 Date Filed 05/07/2012 State DE Status ACTIVE Principal Address 100 FIRST STAMFORD PLACE SUITE 700 STAMFORD, CT 06902 Changed: 02/27/2014 Mailing Address 100 FIRST STAMFORD PLACE SUITE 700 STAMFORD, CT 06902 Changed: 02/27/2014 Registered Aaent Name & Address CORPORATION SERVICE COMPANY 1201 HAYS STREET TALLAHASSEE, FL 32301-2525 Officer/Director Detail Name & Address 1 I I Title CEO KNEELAND, MICHAEL J 100 FIRST STAMFORD PLACE SUITE 700 STAMFORD, CT 06902 r' Title CFO PLUMMER, WILLIAM B DIVISION OF CORPORATIONS http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 12/6/2017 Detail by Entity Name Page 2 of 2 100 FIRST STAMFORD PLACE SUITE 700 STAMFORD, CT 06902 Title SVP, Secretary GROSS, JOLI L 100 FIRST STAMFORD PLACE SUITE 700 STAMFORD, CT 06902 Title TVP MOSHOURIS, IRENE 100 FIRST STAMFORD PLACE SUITE 700 STAMFORD, CT 06902 Title DC BRITELL, JENNE K 100 FIRST STAMFORD PLACE SUITE 700 t STAMFORD, CT 06902 Title SVP, GENERAL COUNSEL PINTOFF, CRAIG A 100 FIRST STAMFORD PLACE SUITE 700 STAMFORD, CT 06902 Annual Reports Report Year Filed Date 2015 03/04/2015 2016 02/22/2016 2017 03/22/2017 Document Images 03/22/2017 — ANNUAL REPORT View image in PDF format 02/22/2016 — ANNUAL REPORT View Image In PDF formal 03/04/2015 — ANNUAL REPORT View Image in PDF format 02/27/2014 — ANNUAL REPORT View image in PDF format 04/15/2013 — ANNUAL REPORT View image in PDF format 05/07/2012 — Foreian Profit View Image in PDF format Florida Department of State, D,-on of Corporations http://search. sunbiz. org/Inquiry/CorporationSearchISearchResultDetai 1?inquirytype=Entity... 12/6/2017 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No i T -7 Wq dhawi Documented Construction Value: $ 1-7- 2qS Z 41510 • va Job Address: ' Historic District: Yes No Parcel ID: Residential [ Commercial Type of Work: New/91 Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing new residential construction Phone: Fax: r:mau: Property Owner Information Name Pan(_ S Cr V' u c 1H( au s Phone: Resident of property? Street: City, State Zip: Name Contractor Information ,i Advantage Plumbing, Inc. 407-323-7515 ilu t5ox I I I / Street: Sanford, FL 32772 City, State Zip: Phone: 407-323-8954 Fax: State License No.: Arch itectlEnglneer Informatic Name: Phon Street: Fax: City, St, Zip: Erma Bonding Company: Mortgage Li 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 at of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Pernut Application 11 ' V 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. joa Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _X_ Personally Known to Me or Produced ID Type of ID A Thomas Smith Print Co ctor/Agent's Name SignaWNof Date SARI' NOTARY PUBLIC STATE OF FLORIDA Ctrmrr* GG136869 ' El Expires 8/21/2021 Contractor/Agent is X Personally Known to Me or Produced ID Type of ID, BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: _ New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application r Lvuw 17-,:?:,53c I DESCRIPTION AS FURNISHED: Lot 157, WYNDHAM PRESERVE,- as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County', Fl Zo. I BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Ttle Insurance Fund; Bcnk of America 1 LOT 179 LOT 178 1 LOT 177 i N 89R40'51 " E 40.00' I LOT 157 1 36.13' 38.13' 11 1 /_I 1 5.00' 2y 18.7' of7iprI,9 73.3'. 5.00, 44 o M1ghOQ w LOT 156 p FORA460ARD FOUNDATION TOF= TOP OF FORM O) p O LOT I58 O) O FORM AVERAGE-29.31' O) O M1g.SOE g Ip 9.0' 5.00' 1 25.20' 25.20' 10' UTIL. P.C. 70.12' l, ESMT a-s) N 89*40'51 " E 40.00' SETBACKS AS FURNISHED FRONT = 25'(9 REAR 20' SIDE 5' (40' LOT) 7LOT) 75' LOT) TYAXTYINC TYA SIDESTREREETT = 25' (60' h 75' LOT) iv 15' ( 40' LOT) 50' PRIVATE ROAD) 9 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS Or ( 2) IN SUCCESSION AT 25' TOTAL LOT AREA 4.400 f SQUARE FEET PROPOSED = n.NSHEO SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORK PER DRAINACE PUNS DRIVE 403/ 110- 513 f SO= FEET FOUNDATION/PAD 1, 194 f SQUARE FEET PROPOSED DRAINAGE FLOW WALXS 72/ 200= 272 t SOUAR£ FEET REAR PAT70 107 t SQUARE FEET LOT CRADING TYPE A SOD 14" 2.565/ 130 = 2,895 t SQUARE FEET FRONT PORCH DECK 48 t SQUARE FEET POOL DECK N/A f SQUARE FEET PROPOSED FF PER PLMIS = 29 3 TqT[ FRONT SIOEW.WE AND STREET LODITpN TAKEN FROM PW15 PROVIDED 8Y CUENT •NOT FIELD VLILFlEO GRUSENMEYER- SCOTT & ASSOC., INC. - LAND SURVEYORS 5400 E. COLONIAL OR. ORLANDO, FL 32807 (407)-277-3232 FAX (407)-658-1436 T rmNT oN uN[ v - naD • Tnlcx I WTI ROH: 'R.0 ROAM N REVE1Nt CIRV J Ay D1aHRODCCROAMWcan+ulHD cIIRVATNK 1. 111E UNDMA MW OOE7 N01EI7 W[71rr TNT TORS St4KEY MEETS ME STAWAMS Or IRACME SET FORM IY THE FLO /OMO OF CH NEFEiC HMU EM • 4D1/1 NDAFRA0IALPROFESSIONAL SWIM" ANO IIAF7nts p cH1lfu S 17 FLOMN AO -Id RETI{T COOS M/RSUVIT TO SDCRON In.027. ft0A1O1 STAMCS ESPY M!M ANo aRa AIRS DTAMLY NIAI OR COflE3 ARE NOT v.WD. 2.II1NIS T [R • 1/2. 1R .illl IDIA A¢ RECV/tl1[O Vl VITNFST ImHT D F0014 LEW111ME NS 0 To W s MADTT{L WORWTIOM NRNDSIRD 10 TfE SURYEYPT MF'RF WY BE OMER R60RL'1M]IIS J. MIS S WM a. TART OF lEGOMMG ;N.G EALCLLAI[D C UIT 6 ETNMCNCCKET RH PERMANENT REFCRCNGE NRIYID2IT EEIIRA, 1F TAM— FLIDR f1.LVATIOH T AFFM TIIOM OR —0WtS TNT ovE MIS PROPLAf. EA09q, NO 1/NppY]pUp R1RRpy[yFJRt HALE aaEi LDfATm UH4E35 OJIID1N15F TIrtnTTi. NAiI DIM ESL IUILDINO DLTIACK LINE 5 Mrt SI/AKY O Av7AK0 FCV1 THE DOUR ID/OR OF T1pSE cmrED TO AND 9"w NOT /E RELIED IlIOH 9T ANY orT ENMY IV bF-vAr • I[MCMRARIc E9T. GDEKMT 11, WE ECARIHO I. LNEAV GN5 C MU IM ME !OGTIN OF IARROYW LM NERtDT1 SIIOIRD NOT G USED N R[CQHDRRACF IOIIN4MT UNLS'. T. AHD ON TIE IME SNONN AS WE /L4192 (IlJ WEDAAREaMIK . ORAWAGE UTIL iRITv arc • iwEN uwc FERCE EL ATM IF At ON EffEYA1R7NiM !HORN, ARE K57D ON N171CVW. GEW[TIC VFR/RYL OS7U1 OF II2l, IlIVLLSS OMERRKE NOTED. CPAT71U/ E N ANMWATEYY NR. 4S// vOsc - v001 rtrLE SGV. E 1— 1• may. DRAWN Dr. CDOfCA-W. P - It011T OF 1AlIQN01' CERTIFlm BY DATE ORDER No KSC EA' AVTIW R - IIADfUi PLOT PLAN 09-27-2017 4121-17 FORM80AR0 FOUNDATION/ ELM. 17-14-17 5689-17 C>i - cHOTD IiMIM NORTH THIS BUILDING\ PROPERTY DOES NOT UE WRHIN THE ESTARUSHED 100 YEAR FLOOD PLANE AS PER TIREI' H— X 6RUSEN R.L S. f 4714 W SCOTT. R.LS ' 4801 ZONE 1. MAP / 22117COWO F (09-28-07) UNIVERSAL UES Project No: 0110.1700817.0000 Workorder No: 9347045-1 taENGINEERING SCIENCES Report Date: 12/20/2017 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection 1 7 - 3.2 Building Inspection - Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 In -Place Density Test Report Client: 7echnician: S TChase Key 5200 Vineland Road, Suite 200 Orlando, FL 32811 'Date Tested: 12/20/2017 DraProject: Wyndham Preserve, House Lot Testing Area Tested: Lot 157 (3473 Waxwing Way) Type of Test: Material: Native Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D155t'Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range Maximum Density per Dptimum Moisture Field Dry Density per Field Moisture Soil Compaction Native Depth inch) Pass or Fail ; 1 West Footing 0-1 ft 106.8 10.6 103.2 7.2 97 N/A Pas: 2 South Footing 1-2 ft 106.8 10.6 104.1 8.5 97 N/A Pas: 3 East Footing 1-2 ft 106.8 10.6 105.1 8.1 98 N/A Pas: 4 Southwest Corner of Lot (TOF) 1 _2 ft 106.8 10.6 108.0 9.8 101 N/A Pas: 5 Northeast Corner of Lot (TOF) 2-3 ft 106.8 10.6 110.4 10.6 103 N/A Pas: Remarks: ( TOF) = Top of Fill Tn nn/ohlinh /n I linn{n /hn O..hlin and n..n•nl..nn nll . —#n .ern n..h—W-4 ——r,4—#;i l n.nnn.h, ni-- n/inn{n and o rihnn s/inn CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: aOp Documented Construction Value: $ 6398 Job Address: 2473 Waxwing Way Lot 157 Historic District: Yes No Parcel ID: Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3.0 ton HVAC with duct work and ventilation Plan Review Contact Person: Adlyn Rodriguez 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 r 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. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from otherrgovemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time'of permit submittal. A copy of the executed contract is required in order to calculate a 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 applicd'to your permit, fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the foi be done in compliance with all applicable laws regul Signature of Owncr/Agent Date Print Owner/Agent's Name a Signature of Notary -State of Florida Date ing information is accurate and that all work will g SAlistructipn and zoning. e 1 / 18/2018 Kevin Stine Print Contractor/Agent's Name Signature Date KELLY WEBSTER Notary Public - State of Florida CommlSelon #r FF 978034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/A et t Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min, Occupancy Load: New Construction: Electric- # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Plumbing Gas[—] Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: J TM Revised: June 30, 2015 l Permit Application DESCRIPTION AS FURNISHED: Lot 157, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Walterr L Gaines & Leslie J. Gaines; Park Square Enterprises, LLC a Delaware Corporation); PSH Title, LLC; Fidelity National Title of Florida, Inc.; FBC Mortgage LLC ISAOA/ATIMA LOT 179 I REC. 1/2" I.R. I NO I.D. i A 2-47 '.]5 W A, X vD I IJ (7 I LOT 156 P.C. 70.12' ?. REC. 7/2- I.R. NO I.D. SETBACKS AS FURNISHED FRONT — 25'(4) REAR = 20' SIDE 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIDE STREET = 25' (60' & 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' LOT 178 N 89D40'51 " E 40.00' LOT 157 36.13' 36.13' WALK LOT 177 I I REC. 1/2- I.R. NO I.D. 3.2'x3.2' AC PAD 16.7' 13.3 o COV'D. o BRICK 06 13.3' 5. 00' w TWO STORY RESIDENCE O F. F.= 29.37' O LOT 158 COV' D. 0 0 00 ^ 4 BRICK9. 0' co 9. 0' i r; 21. 0' 16' 5. 00, BRICK DR. TRANSFORMER 25. 20' 25.20' ON CONC. 10, UTIL. ESMT. 3' 5' CONC, WALK FREC. 1/2" I.R. NO I.D. B. B.) N 89°40'51 " E 40. 00' X4XXTYINC TYA Y 50' PRIVATE ROAD) fo 6 6 CIO G PLOT PLAN AREA CALCULATIONS t SQUARE FEET PROPOSED = FTNSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS /LG PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 29.J' FLATWORK ON/OFF LOT = TOTAL t SQUARE FEET DRIVE 403/110- 513f SQUARE FEET WALKS 72/200= 272 t SQUARE FEET SOD 2.565/130 - 2,695 t SQUARE FEET NOTE' FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS FLATWORK FOUNDATION/ PAD 1,194 f SQUARE FEET REAR PATIO 107 t SQUARE FEET FRONT PORCH DECK 48 t SQUARE FEET POOL DECK N/A t SQUARE FEET PROVIDED BY CLIENT • NOT FIELD VERIFIED CRUISEYVW. R—SCOTT do ASSOC., INC. — LAND IS'URPE'YORS SEND _ LEGEND _ 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • PLAT PZL • POINT ON LINE r - FIELD TYP. - TYPICAL NOTES: Ip. A . IRON OD PRL . POINT t]< REVERSE CURVATURE ROD AD. - POIM Oi C[7MPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDROW OF PRACTICE SET FORM BY THE FLORIDA BARD OF C. CONIRO RADIAL PROFESSIONAL SUINETDRS AND MAPPERS IN CHAPTER 'JJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES SET LR . I/2' IA ../OLLl 4455X KOL - 2. UNLESS EMBOSSED WITH SVRVkYDR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COMES ARE NOT VALID. REC. . RECOVERED V.P. . VITMESS POINT 3. THIS SURVEY WAS PREPARED FROM TIRE WFORM4TION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRACTIONS P. D.R.POINT DF REOMONO CALL. • CALCULATED OR EASEMENTS THAT AFFECT THIS PROPEW P. O.C. . POINT OF COMMENCEMENT RX PERKANENT REFERENCE CNUIEM E CENTERLINEFF. - ED FLOOR IlLVATIIN 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. NLD • NAIL L DISK RX NUILDRUILDINO SETbACIILIME 5 THIS SURVEY IS PREPARED FOR ME SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. RN - R[ QGT- Or-VAY RFL • RENCFDIARK 0. DIMENSIONS SHOWN FOR THE LOGTKAN OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRIICf BOUNDARY LINES. ESMT. EASEMEM ILL RASE WARM Z BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB.) DRMN. DRAINAGELITM. UTILITY ELEVAMNS, IF SHOWN. ARE BASED ON NITPONAL CEODEOC VERTICAL DATUM OF I929, UNLESS OTHERWISE NOTED. lxrc. CHAINLINO FENCE J. CERTIFICATE OF AVRIORIUTIOIV Na 1398. VD,FC. • VOOD FENCE C/R Cl1ERCTE ROCK SCALE V 1' = 20' --i DRAWN @Tn ••• P.C. POQ1T OF CURVATURE P.T. - PAINT OF TANGENCY DESC. • BCSCRVTlw DATE CERTIFIED BY. ORDER No. R • RADIUS PLOT PLAN 09-27-2077 4121-17 D DDEEITLENGTN FORMBOARD FOUNDATION/ELEVS. 12-14-17 5689-17 C.S. - RD NEARING FlNAL/ELEVS. 04-18-18 2138-18 NORTH THIS BLDLDINO\ PROPERTY DOES NOT LIE WITHIN '& 4 THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 77RM7 TO RUS EVER, I - es. 1 4714 ZONE X. MAP 1 12117COORO F (09-28-07) 'A SCOTT, R.L.S 1 4801 1 Revision [X City of Sanford Response to Comments F E 7 U 1018 Building & Fire Prevention Division L. F j Ph: 407.688.5150 Fax: 407.688.SlS2 BY:_ ` Email: building@sanfordfl.gov Permit # 17-2932 Submittal Date 2/19/18 Project address: 2473 Waxwing Way (Wyndham Preserve lot 157) Contact: Michelle Parkison Ph: 407-529-3135 Fax: I email: mparkison(a-)aaT rksauarehomes.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: Changes as specified on Monta Consulting Letter attached ROUTING INFORMATION Department Approvals I Utilities Waste Water Planning Engineering Fire Prevention Building I a Monta Consulting & Design of WMR and Associates, LLC North Pointe II Phone (407) 681-1917 1035 Greenwood Blvd, Suite 173 Certificate of Authorization # 9177 Lake Mary, FL 32746 montaconsulting.com Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders , Park Square Homes Wyndham Preserve — Lot 157 (1730, Elev. A) Date: 02/08/18 Plan Revision: Clear story framing detail. 4 ISSUE: Clear story framing detail not completed per plan. RESPONSE: Added repair detail for clear story at stair area. All changes have been clouded and labeled with a delta 1. Sheet(s) revised: SC & S513 r y