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419 and 423 Pecan Ave 17-1176; NEW DUPLEXYZ3 Job y''+'` E ,.` 11+ . `• y 11+a+^ 2Q1iMAR07 Parcel ID: U - H - 30 -- 5 M CITY OF SANFORD BUILD&O & FIRE PREVENTION PERMIT APPLICATION IonNo: Documented Co uction Value: $ . 16314pl. SG croril L Type of Work: New 'Addition Alt Lion Description of Work: Ale -IV L L % 1 Historic District: Yes No Residential Commercial [] Repair Demo 'Change of Use Move Plan Review Contact Person: 6s c,,/„ , !i I Title: Phone: I{0 7 - 3 3g - i 1 o V/ Fax: _ L107 U pr ocnfff Email: MV G'C Q r L Property Owner Information Name Street: City, State Phone: Resident of property? : onfractor Information Name Ccr d it, Phone: _ Lio.? 0 -- % l U y Street: P-0 136A 2S Fax: - Yy7 - 32 9' 9059_ City, State Zip: gel', %?iz ^G G 2 State License No.: 6131-12 5 YfL 132 7y Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Phone: Fax: E- mail: Mortgage Lender: Address: _ Address:. . WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation. has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction inthisjurisdiction. 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 lie additional restricfioris applicable to this property4 ` maybe found in the public records of this county, and there may be additional permits'i•equired.rom othergovernmen tal entitle su as'water management districts, state agencies, or federal agencies. d %w' Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lie,tS'aw, F4,7 3 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is aired `'4.' in order to calculate a plan review charge and will be considered the estimated construction value of the job at the'time of subrhiidl°+ The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued,R accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature of Contractor Agent Date Plorl.l^ ntractor/Age nt}sN me n A A-0 1 AmET?E BLAND Hoary PWIC - State of Flulda y d es commission #t GG 06023 d:•' My Comm. Explies Jan 16, 2018 ishils Owner/Agent is Personally Known to Me or C e o a fl7R`h3Wn to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [' Electrical [' Mechanical g PlumbingF1 Gas Roof Construction Type: M If- 5 Occupancy Use: (Z 3 Flood Zone: Total Sq Ft of Bldg: lAft 1380 Min. Occupancy Load: -7 # of Stories: f New Construction: Electric - # of Amps o Plumbing # of Fixtures / a Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTEWATER: FIRE: BUILDING: 5 ?`/- 17 Revised: June 30, 2015 Permit Application City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2016 Residential Permit Fee Calculation Form Effective February 2016 - August 2016 BP# 17-1176 423 Pecan Ave Type of Construction: III-B SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: 1 10901 square feet SQUARE FOOTAGE OF GARAGE ONLY: 1 2901 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 1380 square feet Dollar Valuation of Work: I$153,401.86 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees 47.97 1,113.81 25.00 460.21 1,646.99 Plumbing Fixture Calculation 17-1176 423 Pecan Ave Bath Tubs 2 Sinks 1 Drinking Fountain Solar Piping Disposal Soda Fountain Dishwasher Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker Water Closets 2 Laundry Tubs Water Heaters 1 Lavatories 2 Water Piping 1 Pool Piping Water Softener Showers Total Plumbing Fixtures - 12. Permit #: 17- 1176 Address: 423 Pecan Ave Structure Information Construction Type: III-B Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 1 Number of Bathrooms: 2 Square Footage: 1380 Plumbing Fixtures: 18 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 7 BP251I03 CITY OF SANFORD Application Tracking Action Log Inquiry 4/26/17 09:23:41 Application . . . . . . . . 17 00000627 Address . . . . . . . . . . 419 PECAN AVE Application type . . . . . . NEW SINGLE FAMILY HOME - ATTACHED Revision/Path/Step/Seq/Agency: A O1 00 UTIL UTILITY DEPARTMENT Action date . . . . . . . . 3/15/17 Action type . . . . . . . . PRC PLAN REVIEW COMPLETE Action by . . . . . . . . RB RICHARD BLAKE Time spent . . . . . . . . . .60 Date/Time/User added . . . . 3/15/17 15:44:12 BLAKER Comments March 15, 2017 3:44:36 PM blaker. Water impact fees $1343.00 Sewer impact fees $3025.00 Press Enter to continue. F3=Exit F8=In/Out Status F12=Cancel Print Y Y Y Bottom Job Address: L%a , ho-eC a q CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: % 7—/` % Documented Construction Value: $ l gC d Historic District: Yes NoCl— Parcel ID: Residential 'Commercial Type of Work: New Addition Alteration Repair El Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name -AM L, r la.A ', Street: - City, State Zip: Title: Phone: '/C7 l 7 63 Resident of property? : Contractor Information C/ Name lva tIffVfiC Phone: 7 ! v Street: i C l s yJt°s Fax: c City, State Zip: So- 'r F4 32 2 7 i State License No.: C i 504/ 0 ? Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature o`fcontrac r/Age4V Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID PriZE ent' Name Signature of Notary -State of Florida OMP,41S510N f'F DEEEIEE.ANTON ti+ 178648 i`:'•°=" Iy,yC 25,2019Ey?IRE& FebYua'"/ terst:ot2ry'ubllcUnd Contractor/Age rigi its 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION Q'v PERMIT APPLICATION Application No: /` J Documented Construction Value: $ %' F Job Address: Ade-i 4K, wmo Historic District: Yes No ,LJ Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: /r1T zel" Phone: / OG —% '7Dcx Fax: Name Street: City, State Zip: Property Owner Information Phone: Resident of property? Contractor Information Name r7 P a f a. 6 ,,,G. Phone: Street: 7 /% L fr G l Fag: City, State Zip: •- /r d /" State License No.: Name: Street: City, St, Zip: Banding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR 'LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain apermit to :do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsof 'all laws regulating constructioninthisjurisdiction. 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 50 Edition (2014) Florida Building Code Permit Application Revised: Ripe30.2015 aq 4T as ,, NOTIM 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,rhay he additional permits required from other governmental ,entities such as water management districts, state agencies, or.federalAgencies. 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 ofthe-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 be done in compliance with all applicable laws regulating construction signature,of Qwner/Agent ' Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or COWROW Produced ID Type of ID Produced l that all work will lid -,State of Flotida ion # FF 96' S.36 Expifws M& B. 200 BELOW IS FOR OFFICE USE ONLY r Iweiivn to Me or Permits Required: Building Electrical mechanical[], Plumbing[] Gas Roof Construction Type Occupancy Use: Flood Zone:: Total Sq Ft of;Bldg_. Min. Occupancy Load: # of Stories: , New Construction Electric - # of Amps Plumbing - # of Futures Fire Sprinkler Permit: Yes[] No it of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENOlNEERiNG: COMMENTS; UTILITIES: FIRE: WASTE WATER: BUILDING: PermittAppficationRevised: June 30, 2015 CATAPANO PLUMBING INC P O BOX 6T8521 ORLANDO FL 32867 407-730-7000 FAX 407-730-7008 anteatapanofibellsouth.net C Anthony Mobile 407-947-4772 PROPOSAL Proposal Submitted To: Work Performed At: Date: 8f14/17 Sheet No: Commercial / Industrial State Cerlineatlons Plumbing Medical Gas Site Utilities Natural and LP Gas Lift Stations Name: RNH Project: Pecan Du lex's Address: Location: 419, 423, 435 &-439 Pecan Ave Sanford; Fl. Date of Plans: Phone: Architect: I -------- --------- =------------- ---- We hereby propose to furnish the materials and perform the labor necessary for the completion of: Plumbing as follows; (2) Duplex's/(4) Units 5' out waste and water Fixtures as follows: PER UNIT: (2) toilets, (2) lays, (2) tubs, (1) kitchen sink,_(1) dishwasher, 1) water heater, (1) washer PER UNIT---------------- $ 7,000.00 x 4 = $ 28,000.00 All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifications submitted for above work and completed in a substantial worlananlike manner for the sum of Dollars SEE ABOVE Any alterations or deviation from the above specifications involving extra costs will be executed only upon written order, and will become an extra charge over and above estimate. All agreements contingent nr,nn etrikPs ar_c;dants_ or delays beyond our control. RESPECTFULLY SUBMIT Catapano Plumbing, Inc Note: this proposal may be withdrawn by us if not accepted within 10 . days Acceptance of.Proposal The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Date: Signature: 4 REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, SanfordMAR 1 if 2013 Seminole County, Winter Springs Date: 311 L l Project Name: Project Address:Gaye Building Permit #: I L Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Print Name of Owner/Tenant Print Name of Gen. ontractor Print Name of El. ontractor Signature of Owner/Tenant Signature of Gen. Contractor ignature of WtIontractor Gen. Contractor License # El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Progress Energy Florida Power and Light on Rev. 02/10/15) RLH fw! Billing Department REMODEL BUILDING CONTRACT P.O. Box 625 Sanford, FL 32772-0625 MVGC(2RLH Management.com Page 1 of 2 CONSTRUCTION COMPANY License #: CBC1251684/CGC1512297 Reliable Luxury Habitations Phone 407-330-7104 Fax 407-328-8055 Work Write Up/JOB SCOPE AND PRICING Date: July 30, 2015 Client: Emory & Gladys Green Address: 2181 Brisson Ave. Cti /State/Zi : Sanford, FL 32771 Job Number: 405-0411-4-0701-004 Report No: NIA Property Address: 419 Pecan Ave. Fax Phone: Work Phone: City: Sanford Cell Ph. N/A Email: Claim or Policy No. N/A Insurance amount: N/A After review of the above referenced property, including specifications, supplied by the owner; our firm shall furnish all labor and materials for a lump sum of $ 100,000.00 for stated work listed in the job scope below: CONSTRUCTION DESCRIPTION OF WORK TO BE COMPLETED ESTIMATED DIVISION CODES COST Division New Residential Construction Duplex Building TOTALS 100,000.00 All work will be in accordance with state and local codes and will be quality workmanship. We look forward to working with you on this project and should you have any questions, concerns, please do not hesitate to contact US. This price is good for fourteen days, after that it will be subject to repricing of current market. No price shall be honored after fourteen days. 150730 003-WWU-419 PECAN AVE Billing Department REMODEL BUILDING CONTRACT P.O. Box 625 RLHmr Sanford, FL 32772-0625 MyGC(a,RLHManagement.com Page 2 of 2 CONSTRUCTION COMPANY LLicense #: CBC1251684/CGC1512297 Reliable Luxury Habitations phone 407-330-7104 Fax 407-328-8055 RLH Construction Company proposes to furnish the material and labor necessary to complete the above referenced job. Please see the attached Job Scope and Pricing for details: (SEE PAGES 1-2) 1. PAYMENT TERMS: All labor and materials quoted in "Total Cost Of Job" above shall be invoiced to customer. Full amount of invoice shall be due and payable within 15 days of the invoice date. Invoices for which payment is not paid by due date shall be deemed to be Past Due and shall incur a service charge of $100 and interest will begin accruing from the invoice date at the rate of 18% per annum (1.5% per month), on the unpaid balance until paid in full. Furthermore, customer shall be deemed to be in Default Of Contract until full payment of invoice and service charge and interest has been paid on Past Due invoice. 2. DEFAULT OF CONTRACT: Failure to pay invoice in accordance with PAYMENT TERMS shall be deemed to put customer in Default Of Contract with respect to all of the terms of this Contract and with respect to the obligation of Customer under this Contract. RLH Construction Company shall have the right to immediately cease all work, demobilize from this job and all other jobs being performed for customer, with no liability to RLH Construction Company Customer shall be responsible for all costs and expenses and collections costs and expenses, including a reasonable sum for profit and overhead, for such demobilization and any subsequent agreed upon remobilization, all of which must be paid in advance of remobilization. In the event an attorney is retained to enforce the terms of this Contract, Customer shall pay all legal fees, costs and expenses incurred for the employment of counsel, whether based upon suit being filed or not, and all such fees, costs and expenses at the trial level and upon appeal. In the event of suit, Customer stipulates and agrees to waive venue as provided under Chapter 47, Florida Statutes, and agrees venue for all litigation between the parties shall be in the appropriate court having jurisdiction located in Seminole County, Florida. 3. GUARANTY OF CONTRACT: Notwithstanding any term, title, or qualification set forth by the signature of the Customer or Customer's employee or agent signing this Contract, said individual shall be personally bound by and liable for the obligations of Customer to RLH Construction Company, as set forth in this Contract. 4. CHANGES TO CONTRACT: This Contract may not be changed or modified except by a written agreement signed by both parties hereto. Thank you for the opportunity to quote this project. By signing below you are agreeing to pay the Total Cost of Job according to the terms of this contract for the Work desired as identified in the Job Scope. CONTRACTOR: Prepared and Presented by: OWN ER(S): Reviewed and Accepted by: Joseph Hillery, Vice President Date: l" 30, 2015 Emory or Gladys Green Date: 150730 003-WWU-419 PECAN AVE City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Joeseph Hillery, Sr. Firm: RLH Construction Address: P.O. Box 625 City: Sanford State: FL Zip Code: 32772-0625 Phone: 407.330.7104 Fax: 407.328.8055 Email: mygc@rlhmanagement.com Property Address: 419 Pecan Avenue Property Owner: Emory & Gladys Green Parcel Identification Number: 25-19-30-5AG-0613-0020 Phone Number: Email: The reason for the flood plain determination is: O 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) m Via., ai ar, , o f . OFFICIAL tJSEvONLY ' Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 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# 17-627 Reviewed by: Michael Cash, CFM Date: March 15, 2017 REQUIRED INSPECTION SEQUENCE BP# 17-627 & 17-1176 Address: 419 & 423 Pecan Ave (Duplex "A") BUILDING PERMIT Min Max Inspection Description 10 Foundation / Form Board Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 40 70 Firewall Screw Pattern 40 70 Lath Inspection 40 1000 Final Stucco / Siding 50 Frame 50 1000 Final Firewall 50 1000 Final Roof 60 Insulation Rough -In 70 Drywall / Sheetrock 70 1000 Insulation Final 1000 Final Building (Other) ELECTRICAL PERMIT' Min Max Inspection Description 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final UPtUMBINGPERMITWE sIM Min Max Inspection Description 10 Plumbing Underground 10 1000 Plumbing Sewer 20 Plumbing Tub Set 1000 Plumbing Final MECHANICAL,„PERMIT Min Max Inspection Descri tion 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 REQUIRED INSPECTION SEQUENCE BP# 17-627 & 17-1176 Address: 419 & 423 Pecan Ave (Duplex "A") BUILDING PERMIT Min Max Inspection Description 10 Foundation / Form Board Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 40 70 Firewall Screw Pattern 40 70 Lath Inspection 40 1000 Final Stucco / Siding 50 Frame 50 1000 Final Firewall 50 1000 Final Roof 60 Insulation Rough -In 70 Drywall / Sheetrock 70 1000 Insulation Final 1000 Final Building (Other) ELECTRICAL PERMIT Min Max Inspection Description 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PLUfMBiNG PERMIT ' .,, c = Min Max Inspection Description 10 Plumbing Underground 10 1000 Plumbing Sewer 20 Plumbing Tub Set 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 r Y Cie MAR D 7D17 Type of Work: New Addition Description of Work: Ale w a CITY OF SANFORDa-- CITY FIRE PREVENTION PERMIT APPLICATION Application No: I w 09 J. Value: $ 1151ak 16 3 wo 1- 9 Historic District: Yes No E 0 Residential Q CommlImercial Demo Change of Use 0 Move Plan Review Contact Person: 6 S cp,/„ /J , It .., " c n Title: ff Phone: tfo7- 3 )o -7lyi , Fax: LIC)2 329- &f3 Email: 1 1„ CsC f< f t9'luhHv rh K7 Lasr Property Owner Information Name 1__r\otiVq glzzsys n« Street: Phone: Resident of property? : City, State 11e , 1: a-' ontractor Information Name Ql c'L c'(,,,, Phone: 40,7430 %lUy Street: P-0 136A Fax: 'td7_- City, State Zip: Stiesfo_J State License No.: GI3LI2ti l 11 y Cc 132 7y Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF. COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 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 tisproperty that may be found in the public records of this county, and there may be additional permits "required from other•governmen `entities such as water management districts, state agencies, or federal agencies. d .74 W Acceptance of permit is 'verification that I will notify the owner of the property of the requireme , of j.s,en La 'g 7.6. 4, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of ttietexecutec c tract is t quired in order to calculate a plan review charge and will be considered the estimated construction value of tl'e'N at the h1l ubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor Agent Date A-t N1,16N. Prir t Contractor/Agent's N me Si AWETTE KM ftwy Pu01k • State of Florida dd Comrtdasion # GG 060$23 My Comm. Expires Jan 16, 2018 Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY to Me or Permits Required: Building f Electrical D Mechanical [) Plumbing Gas[] Roof Construction Type: - 5 Occupancy Use: JZ 3 Flood Zone: C'Ct4GI-FC—D Total Sq Ft of Bldg: TVN&O 380 Min. Occupancy Load: -1 # of Stories: New Construction: Electric - # of Amps_ 0 Plumbing - # of Fixtures, / .-) Fire Sprinkler Permit: Yes No 9 # of Heads OVALS: ZONING: (0 UTILITIES: ENGINEERING: G 3 FIRE: Fire Alarm Permit: Yes No R WASTE WATER: BUILDING: S-F 6;-14- 11 COMMENTS: %`aL L 9,000FFr- -50ALC Sr- I RELTEt) )WVh PECc4JAvE, 0e S"451e-c"P7 RIG)T'0C-- W,00 QuNoF*:StiALL 3(L C11rZFGTE1]aW 6 D AJI Pi2C"tZS_ co,;-I vc t C z d P (e xrvEtv s ,,-, m,i1Wln Sep{-JoaC S its chowei ovi plari. per c6 offoo d and caved bnS Revised: June 30, 2015 o In I I ( I -) - Permit Application r { t • " tr •,94" CITY OF SANFORD t'a1 BUILD G & FIRE PREVENTIONV t : MAR 0 7 PERMIT APPLICATION Y: Application No: A 10 1 Documented Construction Value: $ ' 00IC Job Address: % 1' peL411 av, ((, 32-7% ( Historic District: Yes No __ Parcel ID: S- di3 0 -- S 4 60, (3 --0 0 o Residential Q C mmercial Type of Work: New LAn Addition Alteration Repair Demo Change of Use Move Description of Work: Iye- w X e_SA 2'141'c(Qu?Lc, Plan Review Contact Person: a 6 S T f„ Title: Phone: Fax: ' 40 ' 7 3/""_- ch.•i Email: v GC f L i+l t avG/112K•ih 0 Property Owner Information Name = Ervxoai, q, ('(e ys ntc-P\ Street: Phone: Resident of property? : City, State Zip:"'i:,i' u -ontractor Information Name .} Ccr s'n«Phone: 40,7 9?0• ?toy Street: LS Fax: `ta7 -V `9'P05' City, State Zip:—. %7Z ^ljG z State License No.: Gl3 l zy I (,t?Y C 132 7y 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: 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID z'14 Signature of Contractor Agent Date Pri t Contractor/Agent's N me AW*TTE SLANG Notary Pu011c • Stele o1 Florida des CommissWn * GG 060623 My Comm. Explres Jan 16, 2018 Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY to Me or Permits Required: Building [T Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: a &„ ,L Occupancy Use: Total Sq Ft of Bldg: 2160 Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures i? Fire Alarm Permit: Yes No UTILITIES: 54 WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application City of Sanford Building and Fire Prevention Division F 300 N. Park Ave Sanford, FL 32772 2016 Residential Permit Fee Calculation Form Effective February 2016 - August 2016 BP# 17-627 419 Pecan Ave Type of Construction: III-B SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 1090 square feet— SQUARE FOOTAGE OF GARAGE ONLY: F 290 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: F 1380 square feet Dollar Valuation of Work: 1$1531,401.86 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees 47.97 1,113.81 25.00 460.21 1,646.99 Plumbing Fixture Calculation 17-627 419 Pecan Ave Bath Tubs 2 Sinks 1 Drinking Fountain Solar Piping Disposal Soda Fountain Dishwasher Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker Water Closets 2 Laundry Tubs Water Heaters 1 Lavatories 2 Water Piping 1 Pool Piping Water Softener Showers Total Plumbing Fixtures - 12 Permit #: Address: 17- 627 419 Pecan Ave Structure Information Construction Type: III-B Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 1 Number of Bathrooms: 2 Square Footage: 1380 Plumbing Fixtures: 18 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 7 A THIS INSTF; JMENT PREPARED BY:l...1:)`1';: :: E.I'l l'dl 1. . C:i)UI'd7 1` Name: Celia Bernardi F,K i i= t;:1;l;:c l.)T I (:HR l' ,& i:r) IF'-EROLLE RAddress: P. O. Box 0625 Sanford, FL 32772 State of Florida ` I`i:: '1 E:.t •`_ , .l.i iJl l t NOTICE OF COMMENCEMENT J. l Permit Number 1 604a Parcel ID Number (PID) 25-19-30-5AG-0613-0020 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address if available) SW 1/4 BLK 6 TR 13 TOWN OF SANFORD PB 1 PG 112 GENERAL DESCRIPTION OF IMPROVEMENT New Residential Duplex o2 OWNER INFORMATION Name and address: Emory & Gladys Green 2181 Brisson Ave., Sanford, FL 32771 Name and address of Fee Simple Title Holder (if other than owner) : CONTRACTOR Name and address: RLH Construction P. O. Box 0625, Sanford, FL 32772 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name and address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement: The expiration date is 1 year from date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF COUNTY OF morti C r eY-\ OWNERS SIGNATURE OWNERS PRINT D NAME:* NOTE: Per Florida Statute 713.13(1) (g), owner must sign...... and no one else may be permitted to sign in his or her steac- 't 4, J V I A(`C. 1. v The foregoing instrument was acknowledged before me this _ day of 20 r,,,` • SF s d by yvt r U C7 r e ' personally U/ p .Who is ersonall known to me L1f O O Q Name of person mak' g statement O OR who has produced identification type of identification produced r iy VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES. aG 7 oc r t Z t UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN ITS. v 0 a ARE TRU THE BEST OF MY KN0 LEDGE AND BELIEF. O 0 SI NATURE OF NATURA ER SIGNING ABOVEO O aWzW: i vu t`^` y k CEUj DI s MY COMMI53FON#F 166568 Notary Sign ur EXPIRES: November 16, 2018 Bonded Thru Notary Public Underwriters Billing Department h P.O. Box 625 lk L HMfSanford, FL 32772-0625 yQCrk RLH M anagement.com CONSTRUCTION COMPANY License #: CBC1251684/CGC1512297 Reliable Luxury H Phone 407-330-7104abitationsFax407-328-8055 REMODEL BUILDING CONTRACT Work Write Up/JOB SCOPE AND PRICING Date: July 30, 2015 Page 1 of 2 Client: Emory & Gladys Green Address: 2181 Brisson Ave. Ctiy/State/Zi : Sanford, FL 32771 Job Number: 405-0411-4-0701-004 Report No: NIA Property Address: 419 Pecan Ave. Fax Phone: Work Phone: City: Sanford Cell Ph. N/A Email: Claim or Policy No. N/A Insurance amount: N/A After review of the above referenced property, including specifications, supplied by the owner; our firm shall furnish all labor and materials for a lump sum of $ 100,000.00 for stated work listed in the job scope below: CONSTRUCTION DESCRIPTION OF WORK TO BE COMPLETED ESTIMATED DIVISION CODES COST Division New Residential Construction Duplex Building TOTALS 100,000.00 All work will be in accordance with state and local codes and will be quality workmanship. We look forward to working with you on this project and should you have any questions, concerns, please do not hesitate to contact us. This price is good for fourteen days, after that it will be subject to repricing of current market. No price shall be honored after fourteen days. 150730003-WWU-419 PECAN AVE Billing Department RL- 11 _ ,P.O. Box 625 Sanford, FL 32772-0625 M VGC a RLHManaeement.com CONSTRUCTION COMPANY License #: CBC1251684/CGC1512297 Reliable Luxury HPhone 407-330-7104abitations Fax407-328-8055 c REMODEL , a', r r Page 2 of 2 RLH Construction Company proposes to furnish the material and labor necessary to complete the above referenced job. Please see the attached Job Scope and Pricing for details: (SEE PAGES 1-2) 1. PAYMENT TERMS: All labor and materials quoted in "Total Cost Of Job" above shall be invoiced to customer. Full amount of invoice shall be due and payable within 15 days of the invoice date. Invoices for which payment is not paid by due date shall be deemed to be Past Due and shall incur a service charge of $100 and interest will begin accruing from the invoice date at the rate of 18% per annum (1.5% per month), on the unpaid balance until paid in full. Furthermore, customer shall be deemed to be in Default Of Contract until full payment of invoice and service charge and interest has been paid on Past Due invoice. 2. DEFAULT OF CONTRACT: Failure to pay invoice in accordance with PAYMENT TERMS shall be deemed to put customer in Default Of Contract with respect to all of the terms of this Contract and with respect to the obligation of Customer under this Contract. RLH Construction Company shall have the right to immediately cease all work, demobilize from this job and all other jobs being performed for customer, with no liability to RLH Construction Company Customer shall be responsible for all costs and expenses and collections costs and expenses, including a reasonable sum for profit and overhead, for such demobilization and any subsequent agreed upon remobilization, all of which must be paid in advance of remobilization. In the event an attorney is retained to enforce the terms of this Contract, Customer shall pay all legal fees, costs and expenses incurred for the employment of counsel, whether based upon suit being filed or not, and all such fees, costs and expenses at the trial level and upon appeal. In the event of suit, Customer stipulates and agrees to waive venue as provided under Chapter 47, Florida Statutes, and agrees venue for all litigation between the parties shall be in the appropriate court having jurisdiction located in Seminole County, Florida. 3. GUARANTY OF CONTRACT: Notwithstanding any term, title, or qualification set forth by the signature of the Customer or Customer's employee or agent signing this Contract, said individual shall be personally bound by and liable for the obligations of Customer to RLH Construction Company, as set forth in this Contract. 4. CHANGES TO CONTRACT: This Contract may not be changed or modified except by a written agreement signed by both parties hereto. Thank you for the opportunity to quote this project. By signing below you are agreeing to pay the Total Cost of Job according to the terms of this contract for the Work desired as identified in the Job Scope. CONTRACTOR: Prepared and Presented by: Joseph Hillery, Vice President Date: fi64 30, 2015 OWNER( S):Reviewed and Accepted by: Emory or Gladys Green Date: 150730 003-WWU-419 PECAN AVE BOUNDARY SURVEY DESCRIPTION (As Furnished) LOT 5, MAYFAIR CLUB, PHASE 1, according to the plat thereof as recorded in Plat Book 53, Pages 7-8 of the Public Records of Seminole County, Florida, SCALE: 1" = 30' 30 0 FOUND 1" IRON PIPE STAMPED LS#2005/5073 FENCE IS 0.3' W. OFF \ PARCEL ID # a 04-20-30-300— 0 0026-0000 O 70 e FOUND 4" X 4" W CONCRETE MONUMENT r CV STAMPED LS#3764 P N FENCE CORNER IS IN CENTER OF MONUMENT_ (V LOT 4 z FOUND i" IRON STAMPED LSp20 BACK OF WALK 0.1. OFF L1 N00'02'22"E 6.95'(p) N06'19'03"W 6.28'(m) C1 C2 Delta = 21-25-37 Delta = 90-00-01 Radius = 75.00' Radius - 25.00' Length - 28.05' length = 39.27' Chord Bearing & Distance = Chord Bearing & Distance = N12'55'23"E 28.05'(m) N42.54'36"E 36.25'(m) FOUND 1" IRON PIPE STAMLOT6BACKPOFWEDALKIS / 507J BASE OF ROTATION 0.5' OFF NON RADIAL ELECTRICAL S89'S7'5q"E t05.46' m) TRANSFORMER S8 -57'36 E 10.44'(p) `/ 5' U.E. CABLEO _ rWND 1' IRON PIPE k t STAMPED L5/2005/50 3 I . WdYE.. j:' BACK OF WALK IS I - LOT 5 O.Y OFF ut "SINGLE STORY {:i:'`.` I Na 4z81E FOUND NAIL & DISK 3P—STAMPED LS/3764 RESIDENCE #l6fiiae'..''"'``' 24.9(m m::':::::::................................ ....... La::> i-: iai:{•:: )rf:,c'!}G:. ty .......................... ..:............... ...... . 21.5 FOUND NAIL & DISK V a h - STAMPED LSJ2005 L--n—_------------ BACK OF WALK IS a C2 ,.:: 0. 13' ON 7.5' U.E. v r 7 ., .. :,,: 4' WALK . S8 '57 9 E m S5957'3WE75AW(m) gg-Lin I Ov2' CURB GOLFSIDE CIRCLE I FOUND NAIL & 5K STAMPED 0 WALK WALK BACKOFIS50' PLATTED RIGHT OF WAY 0.2' ON ASPHALT ROADWAY FOUND NAIL & DISK STAMPED LS# 3764 t AREAS OF INTEREST: 1 DRIVEWAY AND FENCING EXTENDS THROUGH EASEMENT Ti CERTIFIED TO: I' WILLIAM J. PRITCHARD & BETHANY PRITCHARD HOMEBRIDGE FINANCIAL SERVICES MOW " ROLAND H. ACOSTA & ASSOCIATES, P.A. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Based on the FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL REVISIONS AND ADDITIONS FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, Seminole County, Florida, Community Panel Number 120294 0065 F, last dated 09/28/2007, it appears from a scaling of said map that the land described hereon is shown to be in Zone "X", LEGEND' AREA OF MINIMAL FLOODING) Said map is not a Survey and no responsibility' = tight Pole y — Fire Hydrant is taken for the information contained in Or the accurecy of the above 6 — Delta (Intersection Angle) DENOTES CONCRETE referenced map. a nr< i length WF Wood Fence 1, This Plot presents a eounaory purvey or Inco -yuon a ,aa DSW Surveying and Mapping. PLC. per clients instruction and makes o claims regarding ownemhip or rights of possession. 2. Bearings shown hereon ore based on the SOUTH line of Let 5 Being S 89'57'38" E. PER PLAT. 3. This au eyor has not ...hed the publle rs rda r obatracted the land shown hereon for easement., right of ways covenants an tl reaWetfon, or other pertinent documents which ay be found In the public records of this county. This research wan not Included In the scope of services of this firm. 4. The relative distance ccuroeyy for boundary dimensions shown hereon 1. In escua of 1 Foot in 10,0DO Feet. 5. Underground Improvements and utilities have not been located. 6. This survey pperformed by OSW Surveying and Mapping. PLC. la for the singular use by the clients named hereon for the p"- stated purpose IiateO hereon. This drawing is not legally binding without my signoturo and original raised a bossed seal. No third portyy ' outhorized to use this drawing in any way, and this surveyor shall not be held liable for damages resulting from the unauthorized or Illegal executions or attempts at circumventing prescribed lava or prof.e.lonol fee payments. All plat., report., notes, plans, apeci8cationa, computer DI... field note, or data. other documents and Instruments prepared by this firm be Instrument, of service shall remain the property of this 1_ Thls firm shall retain all common low, tatutory antl other reearved rights, Including the copyright thereto. The original of Mix drawing remain. the property of DSW Surveying and Mapping. PLC, 7. 6upding its.. F...s lies, Etc. are not to be used as o way to rec-litruet boundary line location PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM •••• PROFESSIONAL SURVEYORS AND MAPPERS Q, CERTIFICATION OF AUTHORIZATION #LB7945 32529 Okolooso Trail Sorrento, Florida 32776 Surveying &Phone: ( 352) 735-3796 Map in , PLC JOB NO. 15.1103 Sheet 1 of 1 U.E. - Utility Easement M) = Measured PC - Point or Curvature CBW = Concrete Block Wall PT - Point of Tangency PI Point of Intersection PB — Plat Book PG 5 = PaGe(e) CNF - Corner Not Found OHUL= Overhead UtNlty Unee PRC( Pofnt f Reverse Curvature CLF — Chain Link Fence POB = Point of Beginning PC — Point of Commencement A/C = Air Conditioner Per D... riptlon R/W = Right —Of —Way BSL — Building Setback Line PCC - Point of Compound Curvature Denote. Utility Palo P) - Per Plat L =Centerline Weil COL. — Column pd - Water Meter TYR. Typi< al Covered RP =Radius Point R) — Radial CNA Comer Not A ... settle NR) = Non Radial C) Calculated BFE = Base Flood Elevation D.U.E.— Drainage & Utility Easement PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM DRAWING: 15. 1103 DWG SURVEY DATE: 05/30/15 INTENDED DISPLAY SCALE: 1" 30' 1 DRAWN: PDR EXPECTED USE OF THIS LAND: RESIDENTIAL PURPOSES IT IS CERTIFIED THgq1' 4t7j REPRESLNIEU HEREUN M— tit FXCEEDS THEST.X1T1 a PRtCCTICE AS SET FORTH IN CHAPTER NOT VAUD WMRTDt6i— f;AND THE ORIGINAL S(E AL\fOF 7, 4l R N }9tlRVE1OR AND MAPi V /',A4 t lF •V' t/ c DOUGLAS S. , egistration dl 5984 MI CONTRACTORS 3000 Cantrell Road Little Rock, Arkansas 72202 501.666.4300 cdicontractors,com June 02, 2017 City of Sanford Building and Fire Prevention 300 N. Park Ave Sanford, FL 32771 RE: Ditlard's Building Pen -nit Application Comments via email Anndle Bland: In response to City of Sanford.requiring a copy of the executed contract, CDI Contractors, LLC is wholly owned by Dillard's Inc., so a. contract is not issued to commence work- for remodel projects that is directed by Dillard's Store Planning Department. An approved budget is agreed upon through CDI Contractors, LLC and Dillard's Storee Planning Department drawings. I have attached a copy of the schedule of values which confirms the. approved budget for this project. The City of Sanford has previously accepted these schedule of values for other Dillard's remodel projects in their jurisdiction. Hope this is still sufficient for your purposes. Please advise. Project Administration U"R-- -SER- COUNTY OF SEMINOLE ` oa IMPACT FEE STATEMENT STATEMENT NUMBER: 17100003 BUILDING APPLICATION #: 17-10000321 BUILDING PERMIT NUMBER: 17-10000321 DATE: May 31, 2017 1 1 `' -1 L UNIT ADDRESS: PECAN AVE 423 25-19-30-5AG-0613-0020 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: EMORY GREEN ADDRESS: 2181 BRISSON AVE SANFORD FL 32771 LAND USE: 1 UNIT OF 2 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 423 PECAN AVE / 1 UNIT OF 2 UNITS / DUPLEX 423&419 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* 00 000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Multifamily 2,450.00 1.000 dwl unit 2,450.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATEMENT RECEIVED BY: %L1 -SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT 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 PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP 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. COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100003 BUILDING APPLICATION #: 17-10000322 BUILDING PERMIT NUMBER: 17-10000322 15& yOZ.oa DATE: May 31, 2017 UNIT ADDRESS: PECAN AVE 419 25-19-30-5AG-0613-0020 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: EMORY GREEN ADDRESS: 2181 BRISSON AVE SANFORD FL 32771 LAND USE: 1 UNIT OF 2 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 419 PECAN AVE / 1 UNIT OF 2 UNITS / DUPLEX 423&419 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* 00 000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Multifamily 2,450.00 1.000 dwl unit 2,450.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATEMENT RECEIVED BY: i7 8`ILN SIGNATURE: 2K7 PLEASE PRINT NAM DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT 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 PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP 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. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 0&1 Job Address: /2(,C0,1L zf Historic District: Yes No 9- Parcel ID: Residential ®'Commercial Type of Work: New IxAdditionEl Alteration Repair Demo Change of Use Move Description of Work: l-er: u--led e-,/ Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name d laA/' Phone 4/072.3 2,`/ 76.E Street: Resident of property? City, State Zip: Contractor Information Name C r<rtC Phone: 0-7 701 _0 Street: J o s- Si i "' 5 Fax: pp - City, State Zip: ozz,/V D 77 t State License No.: 4 0 3Qc61 Da Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 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 applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Sign ure ontractor/A nt Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print tractor/Agent's Name 7 ignature of Notary -State of Florida _ pkt:8lE gLP NTGN s°' a'' nhY rotdMISSIGN# F 25, 2019 L!21 eEXPIRES.F13ou., ruJtarPuh i. Contractor/ Agent is 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application MAR 14 2013 REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 1 Project Name: G Project Address. Building Permit #: M , 7 Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Print Name of Owner/Tenant Print Name of Gen. C&tractor Signature of Owner/Tenant Signature of Gen. Contractor Gen. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Progress Energy Rev. 02/10/15) a7r vrc>v- Print Name of El. Contractor oge ignature El. Contractor JdZ El. Contractor License # Florida Power and Light on I CITY OF SANFORD q Ia BUILDINO & FIRE PREVENTION PERMIT APPLICATION Application No 17—o Documented Construction Value: $ ep, zp ,,,/ Job Address: "" / Ay,oL " Historic District: Yes No U Parcel ID Residential [Gommercial Q Type of Work: New Addition Alteration Repair Demo Change of UseEl Move ° Description of Work: V Plan Review Contact Person: Zvoo Fax: Property Owner Information Name Phone: Street: Resident -of property? City, State Zip: Contractor Information Name ,-./ J __ . .6 ..,., C. ^ Phone: G' 7 2 Street: 04-1 /%, (fIr G, is ' ? Fax. 7 7 j City, State Zip:%_ di /— ( / State License No.: Names Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCE AYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF IN YOUR MUST BE P. 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 RECORDINGYOUR 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 Ihas 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 Shad he inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, orfederai agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with'local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owncr/Agent Date Signal of C tor/Age _ Date Print Owner/Agent's Name PrinjOtpitriactori.Agont Name Signature of Notary -State of Florida Date tart s ` mdYRll6 RJNotaryAs$n.. ltfftary Putiilc - StilC9mtnlssionsiFFMyComm. Explres Mits- 'blididtprQnh,ttational Owner/Agent is 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 Plumbing0 Construction Type: Occupancy Use: Gas Roof Flood .Zone• Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Application Revised: June 30; 2015 4 CATAPANQ PLUMBING INC P 0, BOX 678521 ORLANDO FL 32867 407-73,0-7000, FAX 407--730-7008 antcataii2ino@bellsouth.net Anthony'Mobile 407-9474772 PROPOSAL Date: 8/14/17 Sheet No: Proposal Submitted To: Work Performed, At: Commercial I Industril M State',Certifjcatlo6s: Pl6rfibinq, Medlea),G as Site Utilities Witural and Lis Gas Lift Stations Name: RNH Project: Pec*.MiPlox's, Address: Location: 419, 423, 455, & 439 Pecan Ave: Sanford, Fl. Datp,of'Plans: Phone: Architect: 7 We hereby propose to R"isb the, materials and perform the labor necessary for the completion of 5" out waste ,land water Fixtures as f6flows: PER UNIT: (22) toilets, (2) lays,,(2) tubs, (1) kitchen sink,, (1) dishwasher, I) water heater; (1),washer PER UNIT----------------- $ 7,000.00, x 4 = $ 28,000.00 All material "is guaranteed to beas'specified, and Ihea4ove work to be I specifications submitted f6r above I work and "completed in a'sub stantial of Dollars SEE ABOVE and Any alterations or deviation from the above, specifications involving extra,,costs will be executed only'up6n written order, and l becomeecome M vahAAabove A&;mntP All agreements contingent nnon'strikes- accidents. 14. or delays beyond our control - RESPECTFULLY SUBMIT Catapano Plumbing, Inc, Note' this proposal maybe withdrawn by us if not accepted Within 10 days Acceptance of Proposal The aboveprices, specifications and conditions are satisfactory and are hereby accepted. You are authorized'to do the work as specified. A Date":, Signature: Em u RECORD COPY design group landscape legend Planning and Architecture LC AA0002984954 901 Belle Avenue s Stuite 1100 Winter Springs O Florida O 32708 2v_ 407 977 1080abstormer®storrn dg.com CANOPY TREE PROM SANFORD RECOMMENDED PLANT L15T N111n + L4 (9 ON 3 "" `e 2' ® ACCENT SHRUB FROM SANFORD EWLCE]Bm O r RECOMMENDED PLANT LIST 419 pecan ave (A) L4 7-3 U GROUND COVER FROM SANFORD RECOMMENDED PLANT LIST I 41.9 pecan ave (B) + 22.41 15P0T ELEVATION) w I FwiON FL RooELEvi- 6uaLL ce ]sam t I project data Oil I. LEGAL DESCRIPTION: SOUTHWEST 1/4 BLOCK 6, TIER 13, TOWN OF SANFORD,, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, t, PAGE 15, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA yI2. PROPERTY LIES IN FLOOD ZONE X 3. SPOT ELEVATIONS ARE 5A5ED ON NAVD B& DATUM 4. THE CONSTRUCTION OF THIS PROJECT SHALL COMPLY WITH THE 5TH EDITION OF THE 2014 FLORIDA BUILDING CODE - RESIDENTIAL I CODE` pVy9 1CURRENTEDITIONOFTHENFPAFIREPREVENTION CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE G, 5. CONSTRUCTION IS TYPE III PER THE 2014 FBC 0kd P r 6. DESIGN CRITERIA PER 2014 FBC: m. Sth street +° A. WIND LOAD 140 MPH - RI5K CATEGORY 11 - EXPOSURE B SANFORD B. WINDOW AND DOOR PRESSURES - 25.9 P05 - -22.5 NEG 1. STRUCTURAL NOTES: A. CONCRETE SLAB SHALL HAVE FIBER MESH B. STRUCTURAL CONCRETE SHALL BE 3000 PSI C. 5TUCTURAL STEEL REBAR SHALL BE 60 K51 D. ALL REBAR SPLICES SHALL BE 30 BAR DIAMETERS IN LENGTH„ E. SOIL COMPACTION BELOW FOUNDATION AND SLAB SHALL LEAST D9`e5OF THE MODIFIED PROCTOR (ASTM D-1551) MAXIMUN DRY DENSITY VALUE y 0 l # 1 1 I 7 6 site plan NORTH aSOIL TERMITE TREATMENT SHALL BE PERFORMED PER 2014 FBC SECTION 1816 V 20' AND SHALL BE 'FIPRONIL-TERM IDOR SOWG' BY BASF OR APPROVED EQUAL ZONING DATr_ + cOWZ+& - two (2 S Yvc v S Wi-rr IMi I Mt Yvt 52-1 zc S ow ^^ o PpW. a0Prvv L_\ z: 20 JAN 1-1S REV (1) 9 APR Il t e zmee 5th street +— site plan NORTH I" = 20' landscape legend CANOPY TREE FROM SANFORD RECOMMENDED PLANT LIST O ACCENT SHRUB FROM SANFORD RECOMMENDED PLANT LIST GROUND COVER FROM SANFORD RECOMMENDED PLANT LIST 22.41 (SPOT ELEVATION) project data LEGAL DESCRIPTION: SOUTHWEST 1/4 BLOCK 6, TIER 13, TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 15, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 2. PROPERTY LIES IN FLOOD ZONE X 3. SPOT ELEVATIONS ARE BASED ON NAVD 88 DATUM 4. THE CONSTRUCTION OF THIS PROJECT SHALL COMPLY WITH THE 5TIA EDITION OF THE 2014 FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION OF THE NFPA I FIRE PREVENTION CODE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE 5. CONSTRUCTION IS TYPE III PER THE 2014 FBC 6, DESIGN CRITERIA PER 2014 FBC: A. WIND LOAD 140 MPH - RISK CATEGORY II - EXPOSURE B B. WINDOW AND DOOR PRESSURES - 28.9 POS - -22B NEG 1. STRUCTURAL NOTES: 8. A. CONCRETE SLAB SHALL HAVE FIBER MESH B. STRUCTURAL CONCRETE SHALL BE 3000 PSI C. STUCTURAL STEEL REBAR SHALL BE 60 KSI D. ALL REBAR SPLICES SHALL BE 30 BAR DIAMETERS IN LENGTH E. SOIL COMPACTION BELOW FOUNDATION AND SLAB SHALL BE TO AT LEAST 95% OF THE MODIFIED PROCTOR (ASTM D-1551) MAXIMUN DRY DENSITY VALUE a SOIL TERMITE TREATMENT SHALL BE PERFORMED PER 2014 FBC SECTION 1816 AND SHALL BE 'FIPRONIL-TERM IDOR 80WG' BY BASF OR APPROVED EQUAL Li) ENGINEERING PLANS DATE _ a i, BY ylavvrwe L s a design group Planning and Architecture LLC AA0002984 901 Belle Avenue O Stuite 1100 Winter Springs O Florida 0 32708 407 977 10800 bstarmer®starmerdg.com a 20 JAN 1 REV (I)9 APR 11 REv (2) 16 JUN 11 REv (3) 8 AUG 11 Al TOPOGRAPHICAL SURVEY SITE BENCHMARK #1 SET ' X-CUT" NO LD ELEVATION = 21.01' I W D Q Z 3 Q W 0 0 1- a Q = 0 J Cr QS a zQ OI N n JU LL T SITE BENCHMARK #2 SET "X-CUT" NO LID ELEVATION = 21.22' rZw QQ. 0 W U N DESCRIPTION (NOT A BOUNDARY SURVEY) SOUTHWEST 1/4 of BLOCK 6, TIER 13, TOWN OF SANDFORD, according to the plat thereof as recorded in Plat Book 1, Page 112, of the Public Records of Seminole County, Florida, Z0 F- Q a FOUND BLOCK CORNER 4" X 4" o CONCRETE MONUMENT n 1p NO IDENTIFICATION N N M t7 wIw FOUND 4'X4" CONCRETE MONUMENT M I NO IDENTIFICATION WALK IS 15' W. (OFF) 0 0 FENCE CORNER IS PARCEL ID 0 0.4' N. & 29' E. (OFF) 25-19-30-5AG-0613-001B z Z N90" 00' 00"E 147.75' (c) S89' 57' 54"E 147.71 (m) v v B' 30.0' 0 BUILDING V) DRIVE . m 29.9' U Q) _ DR VC N E` 30.0 17 CD w J n w N DRIVE:. ,. i.'I'_./ SETBACK 75' (p ONE STORY RESIDENCE # 419 ONE STORY RESIDENCE # 42 8.7' 0 0 24.0' 4 4 26.0' ONE STORY RESIDENCE # 435 ONE STORY RESIDENCE # 439 2.7' o B.7' N O O 24.0' < : a 26.0' Yl 73.75' (p) I J FOUND AP IRON ROD CAP (BENT) PLS 3382 WALK IS 15' W. (OFF) 74' (f) n 20.0' REA i SETBACK O N a Zo O a Q CO OI CNI O--) Lli L / 0 El UI D_ Cn Q16 IaIL Ln L. 20' REAR f SETBACK a Y O O p mQ 6 NiD I! t u 74' (p) S89' 55' 58"W 147.56' (m) N89" 59' 59"W 147.75' (c) 147. 75' (p) EN1 WEST FIFTH STREET 50' PLATTED RIGHT OF WAY 21' ASPHALT ROADWAY Based on the FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, Seminole County, Florida, Community Panel Number 120294 0060 F, last dated 9/28/2007, it appears from a scaling of said map that the land described hereon is shown to be in Zone "X", AREA OF MINIMAL FLOODING) Said FEMA map is not a Survey and no responsibility is taken for the information contained in or the accuracy of the above referenced map. 1. This Plat represents a Boundary Survey of the description as furnished DSW Surveying and Mapping, PLC. per client's instruction and makes no claims regarding ownership or rights of possession. 2. Bearings shown hereon are based on the SOUTH line of Described Parcel Being N 89'59'59" E, PER PLAT. 3. This surveyor has not searched the public records or abstracted the land shown hereon for easements, right of ways, covenants and restrictions or other pertinent documents which may be found in the public records of this county. This research was not included in the scope of services of this firm. 4. The relative distance accuracy for boundary dimensions shown hereon is in excess of 1 Foot in 10,000 Feet. 5. Underground improvements and utilities have not been located. 6. This survey performed by DSW Surveying and Mapping, PLC. is for the singular use by the clients named hereon for the express stated purpose listed hereon. This drawing is not legally binding without my signature and original raised embossed seal. No third party is authorized to use this drawing in any way, and this surveyor shall not be held liable for damages resulting from the unauthorized or illegal executions or attempts at circumventing prescribed laws or professional fee payments. All plats, reports, notes, plans, specifications, computer files, field notes or data, other documents and instruments prepared by this firm as instruments of service shall remain the property of this firm. This firm shall retain all common law, statutory and other reserved rights, including the copyright thereto. The original of this drawing remains the property of DSW Surveying and Mapping. PLC. 7. Building ties, Fence ties, Etc. are not to be used as a way to reconstruct boundary line location. PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM **** PROFESSIONAL SURVEYORS AND MAPPERS 17 CERTIFICATION OF AUTHORIZATION #L87945 4500 ORANGE BOULEVARD, SUITE 1000 mv- SANFORD, FLORIDA 32771 Surveying & Phone: (352) 735-3796 Mapping, PLC JOB NO. 16.0094 Sheet 1 of 1 SANITARY MANHOLE REVISIONS AND ADDITIONS 6/ 9/17 PLOT PLAN 09/ 29/17 FOUNDATION SURVEY 04/ 03/18 FINAL SURVEY LEGEND: Light Pole yyQ = Fire Hydrant A = Delta (Intersection Angle) R = Radius DENOTES CONCRETE L = Arc Length WF = Wood Fence U. E. = Utility Easement (M) = Measured PC = Point of Curvature CBW = Concrete Block Wall PT = Point of Tangency PI = Point of Intersection PB = Plat Book CNF = Corner Not Found PG ( S) = Page(s) CHILL = Overhead Utility Lines PRC = Point of Reverse Curvature POB = Point of Beginning CLF = Chain Link Fence POC = Point of Commencement A/ C = Air Conditioner (D) = Per Description R/ W = Right —Of —Way BSL = Building Setback Line PCC = Point of Compound Curvature C-()) = Denotes Utility Pole P) = Per Plat O i = Centerline = Well COL. = Column Dd = Water Meter TYP. = Typical ® = Covered RP = Radius Point R) = Radial CNA = Corner Not Accessible NR) = Non Radial (C) = Calculated BFE = Base Flood Elevation D.U.E.= Drainage & Utility Easement EQUIP= Equipment D.A.U.E.= Drainage, Access & Utility Easement PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM DRAWING: 16.0094 SURVEY DATE: 02/02/16 INTENDED DISPLAY SCALE: 1" = 30' DRAWN: HSY EXPECTED USE OF THIS LAND: RESIDENTIAL PURPOSES IT IS CERTIFIED THAx`TH S,IJJ VEY REPRESENTED HEREON MEETS OR EXCEEDS THE STA,Nd1RDDSS dOFF`` PRAeTICE AS SET FORTH IN CHAPTER 5, t-1a F<ORII'A,,A[YMJJNJSTRATIVE CODE, PURSUANT ,, St"7, FLORIDA STATUTES. NOT VALID wFibifr I E"AND THE ORIGINAL RAISED SEAL OF A Li7Rft M NSED" SURVEYOR AND MAPPER P f DOUGLAS S. WILLIS, „Igttdd' Registration # 5984 FOR THE FIRM: SCALE: 1 " = 30' FOUND 5/8-IRON ROD CAP N LB 3764 FENCE LINE IS 1.1' N. (OFF) O O O U 1 rj E O O n I N w 0 U Q 3 of Ln Q I iea_O V) I t\ ui N O O^ fJ ) FOUND 5/ 8-IRON ROD CAP # LB 3764 M NOTES: ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BENCH MARK 4775101 ELEVATION 13.672 NAVD 88 CERTIFIED TO: RLH CONSTRUCTION COMPANY l vCk)L SITE BENCHMARK $1 SET "X—CUT" NO LID ELEVATION = 21.01' TOPOGRAPHICAL SURVEY DESCRIPTION (NOT A BOUNDARY SURVEY) SOUTHWEST 1/4 of BLOCK 6, TIER 13, TOWN OF SANDFORD, according to the plat thereof as recorded in Plat Book 1, Page 112, of the Public Records of Seminole County, Florida, E 2 FOUND BLOCK v CORNER 4" X 4" 0 CONCRETE MONUMENT NO IDENTIFICATION cV N M _M wlw FOUND 4"X4" CONCRETE MONUMENT M I NO IDENTIFICATION o WALK IS 15' W. (OFF) PARCEL IDp o FENCE CORNER IS 0.4' N. & 29' E. (OFF) 25-19-30-5AG-0613-001B Z Z N90' 00' 00"E 147.75' c) Z0 S89' 57' 54"E H 73.75 (p) 30.0' PAD BUILDING 24.0' o 0 26.0 a v1- DRIVE' Csi 8.7 2.7' ONE STORYm29.9' RESIDENCE # 41 I v N ONE STORY 2.7' RESIDENCE # 423 8.7' 0 0 04 ` 30.0' 1`0 i7 PAD CNi', PAD Lo LLI z 3 z 0 30.0 2 .7' ONE STORY o ; o O b RESIDENCE # 435 o nQ0O V z Ld w Z N ONE STORY Q RESIDENCE # 439 N m 30.0' 2.7' Li N 30:0`- BUILDING 24.0' a a 26.0' SETBACK PAD SITE BENCHMARK #2 SET "X—CUT" NO LID ELEVATION = 21.22' vi LFOUND 1/2-IRON ROD CAP (BENT) PLS 3382 4\ , WALK IS 15' W. (OFF) 73.75' (p) 74' SCALE: 1 " = 30' 8' CUE II — 20.0' REAR ZFOUND 5/8" IRON ROD I` SETBACK \ & CAP k LB 3764 FENCE LINE IS 1.1' N. (OFF) O Ild CV a Z O O a Q U O V z QLIJ1^ Q IJ I a j LLJ UI ailL L 20' REAR ffffff SETBACK a 0N Y ooa N N p wi 74' (o) S89' 55' 58"W 147.56' (m) N89' 59' 59"W 147.75' (c) 147.75' (p) SANITARY MANHOLE WEST FIFTH STREET 50' PLATTED RIGHT OF WAY 21' ASPHALT ROADWAY Based on the FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, Seminole County, Florida, Community Panel Number 120294 0060 F, last dated 9/28/2007. it appears from a scaling of said map that the land described hereon is shown to be in Zone "X", AREA OF MINIMAL FLOODING) Said FEMA map is not a Survey and no responsibility is taken for the information contained in or the accuracy of the above referenced map. 1. This Plat represents a Boundary Survey of the description as furnished DSW Surveying and Mapping, PLC. per client's instruction and makes no claims regarding ownership or rights of possession. 2. Bearings shown hereon are based on the SOUTH line of Described Parcel Being N 89*59,59" E. PER PLAT. 3. This surveyor has not searched the public records or abstracted the land shown hereon for easements, right of ways, covenants and restrictions or other pertinent documents which may be found in the public records of this county. This research was not included In the scope of services of this firm. 4. The relative distance accuracy for boundary dimensions shown hereon is in excess of 1 Foot in 10,000 Feet. 5. Underground improvements and utilities have not been located. 6. This survey performed by DSW Surveying and Mapping, PLC. is for the singular use by the clients named hereon for the express stated purpose listed hereon. This drawing is not legally binding without my signature and original raised embossed seal. No third party is authorized to use this drawing in any way, and this surveyor shall not be held liable for damages resulting from the unauthorized or illegal executions or attempts at circumventing prescribed laws or professional fee payments. All plats, reports, notes, plans, specifications, computer files, field notes or data, other documents and instruments prepared by this firm as instruments of service shall remain the property of this firm. This firm shall retain all common law, statutory and other reserved rights, including the copyright thereto. The original of this drawing remains the property of DSW Surveying and Mapping, PLC. 7. Building ties, Fence ties, Etc. are not to be used as a way to reconstruct boundary line location. PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM **** PROFESSIONAL SURVEYORS AND MAPPERS AXT CERTIFICATION OF AUTHORIZATION #LB7945 4500 ORANGE BOULEVARD, SUITE 1000WVSANFORD, FLORIDA 32771 Surveying & Phone: (352) 735-3796 Mappine. PLC JOB NO. 16.0094 Sheet 1 of 1 REVISIONS AND ADDITIONS 6/9/17 PLOT PLAN 09/29/17 FOUNDATION SURVEY 04/03/18 FINAL SURVEY c = Light Pole y = Fire Hydrant p = Delta (Intersection Angle) R DENOTES CONCRETE Radius - L = Arc Length WE = Wood Fence U.E. = Utility Easement (M) = Measured PC = Point of Curvature CBW = Concrete Block Wall PT = Point of Tangency PI = Point of Intersection PB = Plat Book CNF = Corner Not Found PG (S) = Page(s) OHUL = Overhead Utility Lines PRC = Point of Reverse Curvature POB = Point of Beginning CLF = Chain Link Fence POC = Point of Commencement A/C = Air Conditioner (D) = Per Description R/W = Right —Of —Way BSL = Building Setback Line PCC = Point of Compound Curvature C-()) = Denotes Utility Pole P) = Per Plat Oq = Centerline = Well COL. = Column I>< = Water Meter TYP. = Typical ® = Covered RP = Radius Point R) = Radial CNA = Corner Not Accessible NR) = Non Radial (C) = Calculated BEE = Base Flood Elevation D.U.E.= Drainage & Utility Easement EQUIP.— Equipment D.A.U.E.= Drainage, Access & Utility Easement PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM DRAWING: 16.0094 SURVEY DATE: 02/02/16 INTENDED DISPLAY SCALE: 1" = 30' 1 DRAWN: HSY EXPECTED USE OF THIS LAND: RESIDENTIAL PURPOSES IT IS CERTIFIED THAT, H S Jj 1Y REPRESENTED HEREON MEETS OR EXCEEDS THE ST d RDD$ QQF` PRP;CTICE AS SET FORTH IN CHAPTER 5J.l17 F(,OR II''A,,A[Y JNj:STRATIVE CODE, PURSUANT oi0,` 6"TIO `y 4 2,.027, FLORIDA STATUTES. NOT VALID WtTHOIFf aATUi2E-AND THE ORIGINAL RAISED SEAL OF A IFLDRfC1;,M NSED+ SURVEYOR AND MAPPER 9 D a DOUGLAS S. WILLIS,,, - - (do' Registration # 5984 FOR THE CIC1/• O_ O OIU E 0 Or I N 2 a LLJ CD U Of to to Of I h O_ O I") rn LE i N O O 0 FOUND 5/8-IRON ROD CAP # LB 3764 NOTES: ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BENCH MARK 4775101 ELEVATION 13.672 NAVD 88 CERTIFIED TO: RLH CONSTRUCTION COMPANY cq')' Revision Eb City of SanfordNOV,21 2097j ?Building &Fire Prevention DivisionResponsetoComments6 LAY _ Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # `a,- I 1 Submittal Date Project Address: 4 « zq 3 Ee-6a, 4,/ Contact: ) o S e-eh 41 Ph: 40- 330 -%(o ff Email: Yhi, t-,CoelLNY,„ Trades encompassed in revision: n- Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building Fax: L4o 7 3 Z 0 12053 General description of revision: S/ l w ,Val { b/ 1 2xh f0A- s 4 q I LJAS/IV1` C% i to (ieaw. Q, 1G 5 ^won'CP ROUTING INFORMATION Approvals Sr a - -17 BXUV.U905 - Fire Resistance Ratings - ANSI/UL 263 RECORD COPY Page I of 2 Page Bottom Design No. U905 BXUV.U905 Fire Resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 t,DING BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Can See General Information for Fire -resistance Ratings - ANSI/UL 263 SANFORD See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Q pAR ' Design No. U905 March 11, 2016 # 1 7 — 6 2 ! Bearing Wall Rating — 2 HR. Nonbearing Wall Rating — 2 HR 17- 1 176 This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. FT i -1 7.5'9' MIN, tt 7 i i 1s0[tkC@tk $CitCatl 1. Concrete Blocks* — Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar — Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster — Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill — If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* — (Optional -Not Shown) — 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks Item 1). http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 5/24/2017 BXUV.U905 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of 2 ATLAS ROOFING CORP — "EnergyShield Pro Wall Insulation" and "EnergyShield Pro 2 Wall Insulation" CARLISLE COATINGS & WATERPROOFING INC — Type R2+ Sheath FIRESTONE BUILDING PRODUCTS CO L L C — "EnvergeTI CI Foil Exterior Wall Insulation" and "EnvergeT" CI Glass Exterior Wall Insulation" HUNTER PANELS — Types Xci-Class A, Xci 286 RMAX OPERATING L L C — "TSX-8500", "TSX-8510", "Thermasheath-XP", "ECOMAXci", "Thermasheath-3", Durasheath-3" THE DOW CHEMICAL CO — Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-RT"' ci Insulation 5A. Building Units — As an alternate to Items 5, min. 1-in thick polyisocya nu rate composite foamed plastic insulation boards, nom. 48 by 48 or 96 in. RMAX OPERATING L L C — "Thermasheath-SI", "ECOBASEci", "ThermaBase-CI" Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification such as Canada), respectively. Last Updated on 2016-03-11 Questions? Print this oaae Terms of Use Page Top 2017 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2017 UL LLC". http://database.uhcom/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 5/24/2017 BXUV.U301 - Fire Resistance Ratings - ANSI/LJL 263 Page 1 of 7 RECORD COPY ONLINE CERTIFICATIONS DIRECTORY Page Bottom Design No. U301 BXUV.U301 Fire Resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 OTM BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for CanadSeeGeneralInformationforFire -resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U301 April 14, 2017 Bearing Wall Rating — 2 Hr. Finish Rating — 66 Min. 17-627-- 17- 1 176 This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1. Nailheads — Exposed or covered with joint compound. 2. Joints — Exposed joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards are used. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. 3. Nails — 6d cement coated nails 1-7/6 in. long, 0.0915 in. shank diam, 1/4 in. diam heads, and 8d cement coated nails 2-3/8 in. long, 0.113 in. shank diam, 9/32 in. diam heads. 4. Gypsum Board* — 5/8 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with the 1-7/8 in. nails spaced 6 in. OC. Outer layer attached to studs over inner layer with the 2-3/8 in. tong nails spaced 8 in. OC. Vertical joints located over studs. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. http://database.ul.comlcgi-binIXYVItemplatelLISEXT/1 FRAMElshowpage.html?name=B... 5/24/2017 I3XUV.U301 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of 7 When used in widths other than 48 in., gypsum board to be installed horizontally. When Steel Framing Members* (Items 6 or 6A) are used, base layer attached to furring channels with 1 in. long Type S bugle -head steel screws spaced max 24 in. OC; face layer attached with 1-5/8 in. long Type S bugle -head steel screws spaced max 12 in. OC. ACADIA DRYWALL SUPPLIES LTD - Type X, 5/8 Type X, Moisture Resistant Type X, Gypsum Sheathing Type X, Mold & Mildew Resistant Type X and Mold & Mildew Resistant AR Type X, Type Blueglass Exterior Sheathing AMERICAN GYPSUM CO - Types AGX-1, M-Glass, AG-C, AGX-11 BEI31NG NEW BUILDING MATERIALS PUBLIC LTD CO - Type DBX-1 CERTAINTEED GYPSUM INC - Types 1, FRPC, EGRG, GlasRoc, Type C, Type X, Type X-1 CGC INC - Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRX CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Types LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD, LGLLX GEORGIA-PACIFIC GYPSUM L L C - Types 5, 6, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6. LS, TG-C, Type X, Veneer Plaster Base -Type X, Water Rated -Type X, Sheathing Type-X, Soffit - Type X, GreenGlass Type X, Type LWX, Veneer Plaster Base -Type LWX, Water Rated -Type LWX, Sheathing Type-LWX, Soffit -Type LWX, Type DGLW, Water Rated -Type DGLW, Sheathing Type- DGLW, Soffit -Type DGLW, Type LW2X, Veneer Plaster Base - Type LW2X, Water Rated - Type LW2X, Sheathing - Type LW2X, Soffit - Type LW2X, Type DGL2W, Water Rated - Type DGL2W, Sheathing - Type DGL2W NATIONAL GYPSUM CO - Types eXP-C, FSK, FSK-C, FSK-G, FSW, FSW-3, FSW-5, FSW-6, FSW-8, FSW-C, FSW-G, FSMR-C, FSL PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Types C, PG-2, PG-3, PG-3W, PG-4, PG-5, PG-5W, PG-5WS, PG-9, PG-11, PG-C or PGS-WRS PANEL REY S A - Types PRC, PRC2, PRX, RHX, MDX, ETX, GREX SIAM GYPSUM INDUSTRY (SARABURI) CO LTD - Type EX-1 THAI GYPSUM PRODUCTS PCL - Type C or Type X UNITED STATES GYPSUM CO - Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULIX, ULX, USGX, WRC, WRX USG BORAL ZAWAWI DRYWALL L L C SFZ - Types C, SCX USG MEXICO S A DE C V - Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRX 4A. Gypsum Board* - (As an alternate to Item 4) - Nom 3/4 in. thick, installed as described in Item 4. CGC INC - Types AR, IP-AR UNITED STATES GYPSUM CO - Types AR, IP-AR USG MEXICO S A DE C V - Types AR, IP-AR http://database.ul.comlcgi-binIXYVItemplatelLISEXT/1 FRAMElshowpage.html?name=B... 5/24/2017 BXUV.U301 - Fire Resistance Ratings - ANSUUL 263 Page 3 of 7 4B. Gypsum Board* — (As an alternate to Items 4 and 4A) — 5/8 in. thick, 2 ft wide, tongue and groove edge, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 4. Joint covering (Item 2) not required. CGC INC — Type SHX UNITED STATES GYPSUM CO — Type SHX USG MEXICO S A DE C V — Type SHX 4C. Gypsum Board* — (As an alternate to Items 4, 4A or 4B — Not Shown) — For Direct Application to Studs Only- For use on one or both sides of the wall as the base layer or one or both sides of the wall as the face layer. Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field when applied as the base layer. When applied as the face layer screw length to be increased to 2-1/2 in. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. placed on the face of studs and attached to the stud with two 1 in. long Type S-12 pan head steel screws, F4j.one at the top of the strip and one at the bottom of the strip. Lead discs or tabs may be used in lieu of or in addition to the lead batten strips or optional at other locations. Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards underneath screw locations prior to the installation of the screws. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Fasteners for face layer gypsum panels (Items 4, 4A or 4B) when installed over lead backed board to be min 2-1/2 in. Type S-12 bugle head steel screws spaced as described in Item 4. RAY -BAR ENGINEERING CORP — Type RB-LBG. 4D. Gypsum Board* — As an Alternate to Item 4 — 5/8 in. thick applied either horizontally or vertically. Inner layers fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. Outer layers fastened to framing with 1-7/8 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw i in. from edge of board. When used in widths other than 48 in., gypsum board to be installed horizontally. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. AMERICAN GYPSUM CO — Types AGX-1, M-Glass, AG-C 4E. Gypsum Board* — (As an alternate to Items 4 through 4D) — 5/8 in. thick, 4 ft. wide, paper surfaced applied vertically and secured as described in Item 4. GEORGIA-PACIFIC GYPSUM L L C — Type X ComfortGuard Sound Deadening Gypsum Board 4F. Gypsum Board* — (As an alternate to Item 4) — Not to be used with item 6. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically and secured as described in Item 4. NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board 4G. Gypsum Board * — (As an alternate to Items 4 through 4F) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types QuietRock ES 4H. Gypsum Board* — (As an alternate to Item 4) — Not to be used with item 6. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically or horizontally and secured as described in Item 4. CERTAINTEED GYPSUM INC — Type SilentFX 4I. Gypsum Board* — (As an alternate to item 4) — 5/8 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with 1-1/4 in. long Type W steel screws spaced 8 in. OC. Outer layer attached to studs over inner layer with 2 in. long Type W steel screws spaced 8 in. OC offset 6 in. from base layer. Vertical joints located over studs. Vertical and horizontal joints between inner and outer layers staggered. Outer layer joints covered with joint tape and compound, screwheads covered with joint compound. As an alternate to the joint compound nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Wallboard other than 48 in. wide must be applied horizontally. The SoundBreak XP Type X Gypsum Board is not to be used with Item 6. NATIONAL GYPSUM CO — Types eXP-C, FSK, FSK-C, FSK-G, FSW, FSW-3, FSW-5, FSW-6, FSW-C, FSW-G, FSMR-C, SoundBreak XP Type X Gypsum Board http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 5/24/2017 BXUV.U301 - Fire Resistance Ratings - ANSI/JL 263 Page 4 of 7 41. Gypsum Board* — (As an alternate to Items 4) — For Direct Application to Studs Only- For use as the base layer or as the face layer. Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field when applied as the base layer. When applied as the face layer screw length to be increased to 2-1/2 in. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 10 ft long with a max thickness of 0.140 in. placed on the face of studs and attached to the stud with two 1 in. long Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, max 5/16 in. diam by max 0.140 in. thick. compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Fasteners for face layer gypsum panels (Items 4, 4A or 4B) when installed over lead backed board to be min 2-1/2 in. Type S-12 bugle head steel screws spaced as described in Item 4. MAYCO INDUSTRIES INC — "X-Ray Shielded Gypsum" 4K. Gypsum Board* — For use with Item 7 — 5/8 in. thick, two layers applied vertically. Inner layer attached to resilient channels with 1 in. long steel screws spaced 8 in. OC. Outer layer attached to resilient channels over inner layer with 1-5/8 in. long steel screws spaced 8 in. OC. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. Insulation, Items 8 or 9 is required. AMERICAN GYPSUM CO — Types AGX-1, M-Glass, AG-C, AGX-11 4L. Gypsum Board* — (As an alternate to Items 4) — For Direct Application to Studs Only- For use as the base layer or as the face layer. Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field when applied as the base layer. When applied as the face layer screw length to be increased to 2-1/2 in. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade C". Fasteners for face layer gypsum panels (Items 4, 4A or 4B) when installed over lead backed board to be min 2-1/2 in. Type S-12 bugle head steel screws spaced as described in Item 4. RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 4M. Gypsum Board* — (As an alternate to Item 4) — 5/8 in. thick, 4 ft. wide, two layers applied vertically with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Secured as described in Item 4. CERTAINTEED GYPSUM INC — 5/8" Easi-Lite Type X 4N. Gypsum Board* — (As an alternate to 5/8 in. Type FSW in Items 4 or 4I) — Nom. 5/16 in. thick gypsum panels applied vertically or horizontally. Two layers of 5/16 in, for every single layer of 5/8 in. gypsum board described in Item 4 or 4I. Horizontal joints on the same side need not be staggered. Inner layer of each double 5/16 in. layer attached with fasteners, as described in item 4 or 4I, spaced 24 in. OC. Outer layer of each double 5/16 in. layer attached per Item 4 or 4I. NATIONAL GYPSUM CO — Type FSW 40. Wall and Partition Facings and Accessories* — (As an alternate to Items 4 through 4N) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock 527 4P. Gypsum Board* — (As an alternate to Item 4) — 5/8 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with 1-1/4 in. long Type W steel screws spaced 10 in. OC with the last two screws 4 and 1 in. from the edges of the board. Outer layer attached to studs over inner layer with 1-7/8 in. long Type W steel screws spaced 10 in. OC offset 5 in. from base layer with the last two screws 4 and 1 in. from the edges of the board. Vertical joints located over studs. Vertical and horizontal joints between inner and outer layers staggered. Outer layer joints covered with joint tape and compound, screwheads covered with joint compound. When used in widths other than 48 in., gypsum panels are to be installed horizontally. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC6A, Type LGFC2A, Type LGFC-C/A, Type LGFC-WD, Type LGLLX 4Q. Gypsum Board* — (As an alternate to Item 4. For use with Item 13) — Any 5/8 in. thick, 4 ft. wide, Gypsum Board UL Classified for Fire Resistance (CKNX) eligible for use in Design Nos. U305 and L501 or G512. Two layers, applied either horizontally or vertically, and screwed to studs with 1-5/8 in. long Type W coarse thread steel screws at 8 in. OC at perimeter and in the field with the last two screws 4 and 3/4 in. from the edges of the board when applied as the base layer. For the face layer, screw length to be increased to 2-1/2 in. All joints in face layers staggered with joints in base layers. When used in widths other than 48 in., gypsum panels are to be installed horizontally. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 5/24/2017 BXUV.U301 - Fire Resistance Ratings - ANSI/UL 263 Page 5 of 7 5. Molded Plastic* — Not Shown, Optional — Solid vinyl siding mechanically secured over the outer layer to framing members in accordance with manufacturer's recommended installation details. ALSIDE, DIV OF ASSOCIATED MATERIALS INC GENTEK BUILDING PRODUCTS LTD VYTEC CORP 6. Steel Framing Members* — (Optional, Not Shown) — Furring channels and Steel Framing Members as described below: A. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG gals steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Wallboard attached to furring channels as described in Item 4. B. Steel Framing Members* — Used to attach furring channels (Item 6a) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. RSIC-1 clip for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-1 (2.75) 6A. Steel Framing Members* — (Optional, Not Shown) — Furring channels and Steel Framing Members as described below: A. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and secured together with four self -tapping No. 8x1/2 Self Drilling screws (2 per side 1 in. and 4 in. from overlap edge). Gypsum board attached to furring channels as described in Item 4. Side joint furring channels shall be attached to studs with RESILMOUNT Sound Isolation Clips - Type A237R located approximately 2 in. from each end of length of channel. Both Gypsum Boards at side joints fastened into channel with screws spaced 8 in. OC, approximately 1/2 in. from joint edge. B. Steel Framing Members* — Used to attach furring channels (Item 6Aa) to studs. Clips spaced 16 in. OC., and secured to studs with No. 10 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237R 7. Furring Channel — Optional — Not Shown — For use on one side of the wall with Item 4K — Resilient channels, 25 MSG galv steel, spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1-1/4 in. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insulation, Item 8 or 9 is required. 8. Batts and Blankets* — Required for use with resilient channels, Item 7, min. 3 in. thick mineral wool batts, placed to fill interior of wall, attached to the nom 4 in. face of the studs with staples placed 24 in. OC. ROXUL INC — Type SAFEnSOUND THERMAFIBER INC — Type SAFB 9. Batts and Blankets* — (As an alternate to Item 8) — Min. 3 in. thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance, friction -fitted to fill the stud cavities. See Batts and Blankets (BKNV or BZ]Z) Categories for names of Classified companies. 9A. Fiber, Sprayed* — (Optional) — As an alternate to Batts and Blankets (Item 8), Required for use with resilient channels, Item 7, Not for use with Item 6, or 6A. — Spray applied mineral wool insulation. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ). AMERICAN ROCKWOOL MANUFACTURING, LLC — Type Rockwool 10. Wall and Partition Facings and Accessories* — (Optional, Not Shown) — Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR-500 or QR-510 panel is installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock QR-500 or QR-510 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=B... -5/24/2017 BXUV.U301 - Fire Resistance Ratings - ANSI/UL 263 Page 6 of 7 11. Cementitious Backer Units* — (Optional Item Not Shown — For Use On Face Of 2 Hr Systems With All Standard Items Required) — 7/16 in., 1/2 in., 5/8 in., 3/4 in. or 1 in. thick, min. 32 in. wide. Applied vertically with vertical joints centered over studs. Face layer fastened over gypsum board to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in. for wood framing members spaced a max of 8 in. OC. NATIONAL GYPSUM CO — Type DuraBacker, PermaBase, DuraBacker Plus, or PermaBase Plus 12. Wall and Partition Facings and Accessories* — (Optional, Not Shown) - When the Wall Assembly is used as an External Wall, on the External side of the wall one of the following Wall and Partition and Facing Accessories may be used, refer to items (A) to (C) below. A. Non Insulated system with metal channels — Install moisture barrier over the Gypsum Board Item 4 and Install Acry Metal Channels vertically at a horizontal spacing not greater than 24 inches OC., over the moisture barrier. Acry Metal Channels attached through the moisture barrier and the Gypsum Board to the Wood Studs using fasteners specified by the manufacturer and fasteners spaced max., 24 in. OC. Install Acrytec Panels on Acry Metal Channels using 1-1/4" long corrosion coated stainless steel screws spaced at a max spacing of 24 inches OC, along with manufacturer's approved adhesive (3M 540 or Tremco Vulcum 116). Adhesive to be applied in a zigzag pattern along every channel. Joint treatment in between panels shall be Tremco illmod 600 pre compressed polyurethane foam sealant. B. Insulated system with metal channels — Install moisture barrier over the Gypsum Board Item 4. Install galvanized Z girt channels specified by the manufacturer over the moisture barrier and the Gypsum Board Item 4. Z girt channels to be installed horizontally at a max. spacing of 24" OC. Z girt channels attached through the Gypsum Board and the moisture barrier to the wood studs with screws provided by the manufacturer at a max spacing of 24 inches OC. Install mineral wool insulation between the Z girts. Maximum thickness of mineral wool insulation not to exceed 6 in. As per manufacturer's instructions install Acry Metal Channels vertically over the Z girts at a max horizontal spacing of 24 in. OC. Acrytec Panels installed on Acry channel with 1-1/4" long corrosion coated stainless steel screws at a max spacing of 24 in. OC, along with manufacturers approved adhesive (3M 540 or Tremco Vulcum 116). Adhesive to be applied in a zigzag pattern along every channel. Joint treatment in between panels to be Tremco illmod 600 pre compressed polyurethane foam sealant. C. Non insulated wood strapping system — Install moisture barrier over the Gypsum Board Item 4 and Install 1" x 3" wood strapping vertically at a horizontal spacing not greater than 24 inches OC., over the moisture barrier. 1" x 3" wood strapping attached through the moisture barrier and the Gypsum Board to the Wood studs using fasteners specified by the manufacturer and fasteners spaced max., 24 in. OC. Acrytec Panels to be installed on the 1" x 3" wood strapping using manufacturers approved stainless steel fasteners spaced at maximum 24 inches OC along with Tremco Vulcum 116 adhesive applied in a zigzag pattern along every wood strap. Joint treatment in between panels to be Tremco illmod 600 pre compressed polyurethane foam sealant. D. Insulated Wood Strapping System — Install moisture barrier over the Gypsum Board Item 4. Install Extruded Polystyrene Insulation over moisture barrier and the Gypsum Board Item 4, max thickness of insulation not to exceed 4 inches. Install 1" x 3" wood strapping vertically at a horizontal spacing not greater than 24 inches OC. Wood strapping attached through the Insulation, the Gypsum Board and moisture barrier to the Wood Studs using fasteners specified by the manufacturer and fasteners spaced max. 24 in. OC. Acrytec Panels to be installed over the wood strapping using manufacturers approved stainless steel fasteners at a max spacing of 24 in. OC and Tremco Vulcum 116 adhesive applied in a zigzag pattern along every wood strap. Joint treatment in between panels to be Tremco illmod 600 pre compressed polyurethane foam sealant. ACRYTEC PANEL INDUSTRIES — Nominal 5/8 inch thick Acrytec Panel. 13. Foamed Plastic* — (Optional - For use with Item 4Q) — Spray applied, foamed plastic insulation, at any thickness from partial fill to completely filling stud cavity. SES FOAM INC — SES 2 lb. Spray Foam and Sucraseal 0.5 lb. Spray Foam. For use in Bearing and Non -Load Bearing Walls. Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification such as Canada), respectively. Last Updated on 2017-04-14 Questions? Print this page Terms of Use Page Top 2017 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non- http://database.ul.com/cgi-binIXYVItemplatelLISEXT/1 FRAMElshowpage.html?name=B... 5/24/2017 BXUV.U301 - Fire Resistance Ratings - ANSI/UL 263 Page 7 of 7 misleading manner, without any manipulation of the data (or drawings). 2. The statement 'Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2017 UL LLC". http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 5/24/2017 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: R0217049 Builder Name: Florida SPECS Street: Pecan Ave City, State, Zip: Sanford FL 32771 Permit Office: City of Sanford Permit Number: Owner: Duplex Unit A & B 1 Jurisdiction: 69T500 f IN Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(1680.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=5.0 1205.30 ftoP PAR b. Frame - Wood, Adjacent R=13.0 474.67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 6 d. N/A R= ft2 10. Ceiling Types (2180.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 2180.00 ft2 6. Conditioned floor area above grade (ft2) 2180 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(170.1 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 225 a. U-Factor: Dbl, U=0.65 170.07 ft2 b. Sup: Attic, Ret: Attic, AH: Garage 6 225 SHGC: SHGC=0.35 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 23.6 SEER:15.00 b. Central Unit 23.6 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 23.6 HSPF:8.50 SHGC: b. Electric Heat Pump 23.6 HSPF:8.50 Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.350 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (2180.0 sqft.) Insulation Area EF: 0.970 a. Slab -On -Grade Edge Insulation R=0.0 2180.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits None Total Proposed Modified Loads: 58.54 Glass/ Floor Area: 0.078 PAC C PASSTotal Baselines Loads: 61.87 I hereby certify that the plans and specifications covered by Review of the plans and fl tE this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. O PREPARED BY: Before construction is completed DATE: 02-13-17 this building will be inspected for compliance with Section 553.908 a I hereby certify that this building, as designed, is in compliance Florida Statutes. C{ with the Florida Energy Code. OD S4 OWNER/ AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the 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. 2/ 13/2017 4:36 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2014 PROJECT Title: R0217049 I Bedrooms: 6 Address Type: Street Address Building Type: User Conditioned Area: 2180 Lot # Owner: Duplex Unit A & B Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Florida SPECS Rotate Angle: 0 Street: Pecan Ave Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32771 New/Existing: New (From Plans) Comment: CLIMATE I V 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, Sanford FL ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS I Number Name Area Volume 1 Unit A 1090 8720 2 Unit B 1090 8720 SPACES Number Name Area Volume Kitche in Occupants Bedrooms Infil ID Finished Cooled Heated 1 Bedroom3 146 1168 No 1 1 1 Yes Yes Yes 2 Bedroom2 150 1200 No 1 1 1 Yes Yes Yes 3 Bedrooml 213 1704 No 2 1 1 Yes Yes Yes 4 BathRM1 43 344 No 0 1 No Yes Yes 5 BathRM2 43 344 No 0 1 No Yes Yes 6 Kitchen 81 648 Yes 0 1 No Yes Yes 7 Living 225 1800 No 0 1 Yes Yes Yes 8 Dining 189 1512 No 0 1 Yes Yes Yes 9 B Bedroom3 146 1168 No 1 1 1 Yes Yes Yes 10 B Bedroom2 150 1200 No 1 1 1 Yes Yes Yes 11 B Bedrooml 213 1704 No 2 1 1 Yes Yes Yes 12 B BathRM1 43 344 No 0 1 No Yes Yes 13 B BathRM2 43 347 No 1 0 1 No Yes Yes 14 B Kitchen 81 648 Yes 0 1 No Yes Yes 15 B Living 225 1800 No 0 1 Yes Yes Yes 16 B Dining 189 1512 No 0 1 Yes Yes Yes 2/13/2017 4:36 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 6 FORM R405-2014 FLOORS Floor Type Space Perimeter! Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Bedroom3 16.9 ft i 0 146 ft2 0 0 1 2 Slab -On -Grade Edge Insulatio Bedroom2 25 ft 0 150 ft2 0 0 1 3 Slab -On -Grade Edge Insulatio Bedroom1 12.3 ft 0 213 ft2 0 0 1 4Slab-On-Grade Edge Insulatio BathRM1 1 ft 0 43 ft2 0 0 1 5 Slab -On -Grade Edge Insulatio BathRM2 1 ft 0 43 ft2 0 0 1 6 Slab -On -Grade Edge Insulatio Kitchen 1 ft 0 81 ft2 0 0 1 7 Slab -On -Grade Edge Insulatio Living 12.3 ft 0 225 ft2 0 0 1 8 Slab -On -Grade Edge Insulatio Dining 8.7 ft 0 189 ft2 0 0 1 9 Slab -On -Grade Edge Insulatio B Bedroom3 16.9 ft 0 146 ft2 0 0 1 10SIab-On-Grade Edge Insulatio B Bedroom2 25 ft 0 150 ft2 0 0 1 11SIab-On-Grade Edge Insulatio B Bedroom1 12.3 ft 0 213 ft2 0 0 1 12SIab-On-Grade Edge Insulatio B BathRM1 1 ft 0 43 ft2 0 0 1 13SIab-On-Grade Edge Insulatio B BathRM2 1 ft 0 43 ft2 0 0 1 14SIab-On-Grade Edge Insulatio B Kitchen 1 ft 0 81 ft2 0 0 1 15SIab-On-Grade Edge Insulatio B Living 12.3 ft 0 225 ft2 0 0 1 16SIab-On-Grade Edge Insulatio B Dining 8.7 ft 0 189 ft2 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2247 ft2 272 ft2 Medium 0.65 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2180 ft2 N N 2/13/2017 4:36 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 6 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Bedroom3 38 Blown 146 ft2 0.1 Wood 2 Under Attic (Vented) Bedroom2 38 Blown 150 ft2 0.1 Wood 3 Under Attic (Vented) Bedrooml 38 Blown 213 ft2 0.1 Wood 4 Under Attic (Vented) BathRM1 38 Blown 43 ft2 0.1 Wood 5 Under Attic (Vented) BathRM2 38 Blown 43 ft2 0.1 Wood 6 Under Attic (Vented) Kitchen 38 Blown 81 ft2 0.1 Wood 7 Under Attic (Vented) Living 38 Blown 225 ft2 0.1 Wood 8 Under Attic (Vented) Dining 38 Blown 189 ft2 0.1 Wood 9 Under Attic (Vented) B Bedroom3 38 Blown 146 ft2 0.1 Wood 10 Under Attic (Vented) B Bedroom2 38 Blown 150 ft2 0.1 Wood 11 Under Attic (Vented) B Bedrooml 38 Blown 213 ft2 0.1 Wood 12 Under Attic (Vented) B BathRM1 38 Blown 43 ft2 0.1 Wood 13 Under Attic (Vented) B BathRM2 38 Blown 43 ft2 0.1 Wood 14 Under Attic (Vented) B Kitchen 38 Blown 81 ft2 0.1 Wood 15 Under Attic (Vented) B Living 38 Blown 225 ft2 0.1 Wood 16 Under Attic (Vented) B Dining 38 Blown 189 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 S Exterior Concrete Block - Ext InsLiBedroom3 5 13 0 8 0 104.0 ft2 0 0 0.3 0 2 W Exterior Concrete Block - Ext InsLiBedroom3 5 4 0 8 0 32.0 ft2 0 0 0.3 0 3 E Exterior Concrete Block - Ext InsL]Bedroom2 5 12 0 8 0 96.0 ft2 0 0 0.3 0 4 S Exterior Concrete Block - Ext InsLiBedroom2 5 13 0 8 0 104.0 ft2 0 0 0.3 0 5 E Exterior Concrete Block - Ext InsdBedrooml 5 12 4 8 0 98.7 ft2 0 0 0.3 0 6 W Exterior Concrete Block - Ext Insul Living 5 12 4 8 0 98.7 ft2 0 0 0.3 0 7 S Exterior Concrete Block - Ext Insul Dining 5 8 8 8 0 69.3 ft2 0 0 0.3 0 8 N Exterior Concrete Block - Ext Ins13lBedroom3 5 13 0 8 0 104.0 ft2 0 0 0.3 0 9 W Exterior Concrete Block - Ext InsDIBedr00m3 5 4 0 8 0 32.0 ft2 0 0 0.3 0 10 N Exterior Concrete Block - Ext InsBIBedroom2 5 13 0 8 0 104.0 ft2 0 0 0.3 0 11 E Exterior Concrete Block - Ext InsBIBedroom2 5 12 0 8 0 96.0 ft2 0 0 0.3 0 12 E Exterior Concrete Block - Ext InsDlBedr00ml 5 12 4 8 0 98.7 ft2 0 0 0.3 0 13 W Exterior Concrete Block - Ext Insul B Living 5 12 4 8 0 98.7 ft2 0 0 0.3 0 14 N Exterior Concrete Block - Ext InsulB Dining 5 8 8 8 0 69.3 ft2 0 0 0.3 0 15 N Garage Frame - Wood B Dining 13 29 8 8 237.3 ft2 0.23 0.01 0 16 N Garage Frame - Wood Dining 13 29 8 8 237.3 ft2 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Living None 35 3 6 8 20 ft2 2 W Insulated B Living None 35 3 6 8 20 ft2 3 N Insulated B Dining None 35 3 6 8 20 ft2 4 N Insulated Dining None 35 3 6 8 20 ft2 2/13/2017 4:36 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 6 FORM R4n5-2014 WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangV # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 TIM Low-E Double Yes 0.65 0.35 11.7 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 2 S 4 TIM Low-E Double Yes 0.65 0.35 11.8 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 3 E 5 TIM Low-E Double Yes 0.65 0.35 11.8 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 4 W 6 TIM Low-E Double Yes 0.65 0.35 16.4 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 5 S 7 TIM Low-E Double Yes 0.65 0.35 33.5 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 6 N 8 TIM Low-E Double Yes 0.65 0.35 11.8 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 7 N 10 TIM Low-E Double Yes 0.65 0.35 11.8 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 8 E 12 TIM Low-E Double Yes 0.65 0.35 11.7 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 9 W 13 TIM Low-E Double Yes 0.65 0.35 16.4 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 10 N 14 TIM Low-E Double Yes 0.65 0.35 33.3 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 288 ft2 384 ft2 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 1453.6 79.8 150.08 .1856 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 23.6 kBtu/hr 1 sys#1 2 Electric Heat Pump Split HSPF:8.5 23.6 kBtu/hr 2 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 23.6 kBtu/hr cfm 0.75 1 sys#1 2 Central Unit Split SEER: 15 23.6 kBtu/hr cfm 0.75 2 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.97 40 gal 90 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model # Area Volume FEF None None ft2 2/13/2017 4:36 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 6 FORM R405-2014 DUCTS Supply Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 225 ft2 Attic 25 ft2 Default Leakage Garage Default) Default) 1 1 2 Attic 6 225 ft2 Attic 25 ft2 Default Leakage Garage Default) (Default) 2 2 TEMPERATURES Programable Thermostat: N Ceiling Fans: CoolingJan Heatin Feb Jan Feb Mar Mar f Apr Apr I MayMay Jun riJulJunJulrl AurjAug Se Sep Oct Oct Nov NovDecHX Dec Ventin Jan Feb X Mar X] A r May Jun Jul Aug Se X] Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 2/13/2017 4:36 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 6 of 6 C FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. Pecan Ave, Sanford, FL, 32771 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=5.0 1205.30 ft2 b. Frame - Wood, Adjacent R=13.0 474.67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 6 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 2180.00 ft2 6. Conditioned floor area (ft2) 2180 b. N/A R= ft2 c. N/A R= ft2 7. Windows" Description Area 11. Ducts R ft 2 a. U-Factor: Dbl, U=0.65 170.07 ft2 a. Sup: Attic, Ret: Attic, AH: Garage 6 225 SHGC: SHGC=0.35 b. Sup: Attic, Ret: Attic, AH: Garage 6 225 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 23.6 SEER:15.00 SHGC: b. Central Unit 23.6 SEER:15.00 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 23.6 HSPF:8.50 Area Weighted Average Overhang Depth: 1.333 ft. b. Electric Heat Pump 23.6 HSPF:8.50 Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 2180.00 ft2 a. Electric EF: 0.97 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: 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. 2/13/2017 4:37 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 RECORD COPY Manual S Compliance Report Job: R0217049 wrightsoft, p p Date: 02-10-17 UnitA By: TMN Florida SPECS 815 French Ave, Sanford, FL 32774 Phone:407-322-0216 Fax:407-328-8055 For: Duplex UnitA & B 419 Pecan Ave, Sanford, FL 32771 o o e o 0 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 17443 Btuh Entering coil DB: 79.3°F Outdoor design WB: 76.0°F Latent gain: 3027 Btuh Entering coil WB: 64.3°F Indoor design DB: 75.0°F Total gain: 20470 Btuh Indoor RH: 50% Estimated airflow: 787 cfm Manufacturer's Performance Data at Actual Design Conditions rSPN FORDD Equipment type: SpIitASHP Manufacturer: Goodman Eqv. Model: SSZ140241A+ASPT30C14 OFpAR`, # 1 7 - 6 2 7or Actual airflow: 787 cfm Sensible capacity: 17700 Btuh 101% of load Latent capacity: 5900 Btuh 195% of load 1 7 - 1 1 7 6 Total capacity: 23600 Btuh 115% of load SHR: 75% Design Conditions Outdoor design DB: 42.0°F Heat loss: 11444 Btuh Entering coil DB: 69.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Goodman or Eqv Actual airflow: 787 cfm Output capacity: 22000 Btuh Supplemental heat required: Model: SSZ140241A+ASPT30C14 192% of load 0 Btuh Backup equipment type: Elec strip Manufacturer: Goodman Mfg. Model: SSZ140241A Actual airflow: 787 cfm Output capacity: 5.0 kW 149% of load Temp. rise: 20 °F Meets are all requirements of ACCA Manual S. Capacity balance: 26 °F Economic balance: -99 °F 2017-Feb-13 16:44:12 wrightsoft' Right -Suite® Universal 2017 17.0.10 RSU07440 Page 1 AiCK ...VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MA House Front faces: N Manual S Compliance Report Job: R0217049 wrightso't, Date: 02-10-17 Unit B By: TMN Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 Y 0 ® 0 For: Duplex Unit A & B 419 Pecan Ave, Sanford, FL 32771 Cooling Equipment _f Design Conditions Outdoor design DB: 93.0°F Sensible gain: 17441 Btuh Entering coil DB: 79.3°F Outdoor design WB: 76.0°F Latent gain: 3027 Btuh Entering coil WB: 64.3°F Indoor design DB: 75.0°F Total gain: 20468 Btuh Indoor RH: 50% Estimated airflow: 787 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Goodman or Eqv. Model: SSZ140241A+ASPT30C14A Actual airflow: 787 cfm Sensible capacity: 17700 Btuh 101% of load Latent capacity: 5900 Btuh 195% of load Total capacity: 23600 Btuh 115% of load SHR: 75% Design Conditions Outdoor design DB: 42.0°F Heat loss: 11444 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Goodman or Eqv. Model: SSZ140241A+ASPT30C14A Actual airflow: 787 cfm Output capacity: 22000 Btuh 192% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Goodman or Eqv. Model: SSZ140241A Actual airflow: 787 cfm Output capacity: 5.0 kW 149% of load Temp. rise: 20 °F Meets are all requirements of ACCA Manual S. Entering coil DB: 69.17 Capacity balance: 26 °F Economic balance: -99 °F 2017-Feb-13 16:44:12 ti wrightsoft Right -Suite® Universal 2017 17.0.10 RSU07440 Page 2 11 Cm ...VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N wrightsoft° Project Summary Job: R0217049 Date: 02-10-17 Unit A By: TMN Florida SPECS 815 French Ave, Sanford, FL 32774 Phone:407-322-0216 Fax:407-328-8055 For: Duplex Unit A & B 419 Pecan Ave, Sanford, FL 32771 Notes: Load Calculation was obtained from an electronic copy of drawing. Weather: Orlando, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Summer Design Conditions 42 °F Outside db 70 °F Inside db 28 °F Design TD Daily range Relative humidity Moisture difference Structure 8740 Btuh Ducts 2704 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 11444 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatin Co lin Area (ft2) 109 1099 Volume (ft3) 8724 8724 Air changes/hour 0.32 0.16 Equiv. AVF (cfm) 47 23 Heating Equipment Summary Make Goodman or Eqv. Trade Split AC Model SSZ140241A AHRI ref 5722672 Efficiency 8.5 HSPF Heating input Heating output 22200 Btuh @ 47°F Temperature rise 26 F Actual air flow 787 cfm Air flow factor 0.069 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Capacity balance point = 26 °F Backup: Goodman Mfg. SSZ140241A Input = 5 kW, Output 17061 Btuh, 100 AFUE 93 °F 75 °F 18 °F M 50 % 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 11393 Btuh Ducts 4685 Btuh Central vent (0 cfm) 0 Btuh Blower 1365 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 17443 Btuh Latent Cooling Equipment Load Sizing Structure 2088 Btuh Ducts 939 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 3027 Btuh Equipment total load 20470 Btuh Req. total capacity at 0.75 SHR 1.9 ton Cooling Equipment Summary Make Goodman or Eqv. Trade Split AC Cond SSZ140241A Coil ASPT30C14 AHRI ref 5722672 Efficiency 11.5 EER, 15 SEER Sensible cooling 17700 Btuh Latent cooling 5900 Btuh Total cooling 23600 Btuh Actual air flow 787 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W rl IhtSoft" 2017-Feb-13,16:44:12 9 Right-Suite(E) Universal 2017 17.0.10 RSU07440 Page 1 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N Project Summary Job: R0217049 wrightsoo Date: 02-10-17 Unit B By: TMN Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 a. For: Duplex Unit & B 419 Pecan Ave, Sanford, FL 32771 Notes: Load Calculation was obtained from an electronic copy of drawing. D" esi nIInformation Weather: Orlando, FL, US Winter Design Conditions Outside db 42 F Inside db 70 F Design TD 28 F Heating Summary Structure 8740 Btuh Ducts 2704 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 11444 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heatin Coolingg Area ( ftz) 109q 1091 Volume ( ft3) 8724 8724 Air changes/hour 0.32 0.16 Equiv. AVF (cfm) 47 23 Heating Equipment Summary Make Goodman or Eqv. Trade Split AC Model SSZ140241A AHRI ref 5722672 Efficiency 8.5 HSPF Heating input Heating output 22000 Btuh @ 477 Temperature rise 26 F Actual air flow 787 cfm Air flow factor 0.069 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Capacity balance point 26 °F Backup: Goodman or Eqv. SSZ140241A Input = 5 kW, Output = 17061 Btuh, 100 AFUE Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 11392 Btuh Ducts 4685 Btuh Central vent (0 cfm) 0 Btuh Blower 1365 Btuh Use manufacturer's data y Rate/ swing multiplier 1.00 Equipment sensible load 17441 Btuh Latent Cooling Equipment Load Sizing Structure 2088 Btuh Ducts 939 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 3027 Btuh Equipment total load 20468 Btuh Req. total capacity at 0.75 SHR 1.9 ton Cooling Equipment Summary Make Goodman or Eqv. Trade Split AC Cond SSZ140241A Coil ASPT30C14A AHRI ref 5722672 Efficiency 10.7 EER, 15 SEER Sensible cooling 17700 Btuh Latent cooling 5900 Btuh Total cooling 23600 Btuh Actual air flow 787 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl htsOftg 2017- Feb-1316:44:12 9 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 2 VAC\ aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N wrightsoft, Right-J® Worksheet UnitA Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 Job: R0217049 Date: 02-10-17 By: TMN 1 Room name Unit A Bedroom3 2 Exposed wall 75.3 ft 16.9 ft 3 Room height 8.0 ft d 8.0 ft heat/cool 4 Room dimensions 1.0 x 145.9 ft 5 Room area 1090.6 ft2 145.9 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft22F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V[ 13A-5ocs 0.125 n 0.00 0.00 0 0 0 0 0 0 0 0 CG 4A5-2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2obd 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 13A-5ocs 0.125 e 3.50 2.50 195 183 640 457 0 0 0 0 11 C 4A5-2ob 0.650 a 18.20 34.28 12 1 214 403 0 0 0 0 V 13A-5ocs 0.125 s 3.50 2.50 277 220 771 551 104 92 323 231 4A5-2ob 0.650 s 18.20 15.53 24 24 428 365 12 12 214 183 4A5-2obd A.650 s 18.20 15.58 34 33 610 522 0 0 0 0 13A-5ocs 0.125 w 3.50 2.50 131 94 329 235 32 32 112 80 4A5-2ob 0.650 w 18.20 34.28 16 2 299 564 0 0 0 0 q T-D 11NO 12B-0sw 0.350 0.097 w 9.80 2.72 10.92 1.78 20 93 20 73 197 199 219 131 0 0 0 0 0 0 0 0 11NO 0.350 n 9.80 10.92 20 20 197 219 0 0 0 0 P 12C-0sw 0.091 2.55 1.48 144 144 367 214 0 0 0 0 C 166-30ad 0.032 0.90 1.75 1091 1091 977 1909 146 146 131 255 F 22A-cpl 0.989 27.69 0.00 1091 75 2084 0 146 17 468 0 6 c) AED excursion 0 39 Envelope loss/gain 7312 5789 1248 709 12 a) Infiltration 1428 459 322 104 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 1 230 Appliances/other 4225 0 Subtotal (lines 6 to 13) 8740 11393 1570 1043 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8740 11393 1570 1043 15 Duct loads 31% 41% 2704 4685 31% 41% 486 429 Total room load 11444 16078 1 2056 1472 Air required (cfm) 787 787 1 141 72 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft- 2017-Feb-1316:44:12 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 1 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N Right-J® Worksheet UnitA Florida SPECS 815 French Ave, Sanford, FL 32774 Phone:407-322-0216 Fax:407-328-8055 Job: R0217049 Date: 02-10-17 By: TMN 1 Room name Bedroom2 Bedrooml 2 Exposed wall 25.0 ft 12.3 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 150.4 ft 150.4 ft2 1.0 x 212.6 ft 212.6 ft2 Ty Construction U-value Or HTM Area (fe) Load Area (ft2) Load number Btuh/ft' °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 G 13A-5ocs 0.125 n.% 0.00 0.00 0 0 0 0 0 0 0 0 4A5 lob =": 0.650 n _ 0.06, 0,00 0 0, 0 0 0 0 0 0 G 4A5-2obcI 0.650 n" 0,00 0.00 0 0 0 F0 0 0 0 0 V 13A-50cs 0.125 e 3.50 2.50 96 96 336 240 99 87 304 217 11 G 4A5-2ob 0.650 e 18.20 34.28 0 0 0 0 12 1 214 403 13A-5ocs .. 0,126 s 3.56 2.50 104 92 323 231 0 0 0 0. 4A5-2ob 0.650 s - 18.20 15.53 12 12 214 183 0 D 0 0 4A5.2obd_.- - 0; 650 s 18,20 15.58, 0 0 0 0 0 0 0 0 13A-50cs 0.12b w 3.50 2.56 0 0 0 0 0 0 0 0 4A5-2ob 0.650 w 18.20 34.28 0 0 0 0 0 0 0 0 11NO 0.350 w 9.80 10.92 0 0 0 0 0 0 0 0 I-Q'11NO 12B-0sw 0.097 2.72 L78 0 0 0 0 0 0 0 0 0.350 n 9.80 10.92 0 0 Q, 0 0 A 0 0 P 12C-0sw 0.091 2.55 1;48 0 0 0 0 0 0 0 C 166-30ad b.032 0.90: 1.75 150 150 0 135 263 213 213 190 372 F 22Acpl 0.989 27.69 0.00 150 25 692 0 213 12 342 0 6 c) AED excursion 47 27 Envelope loss/gain 1700 869 1050 1019 12 a) Infiltration 474 152 234 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 2174 1252 1284 1554 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2174 1252 1284 1554 15 Duct loads 31% 41% 673 515 31% 41% 397 639 Total room load 28461 17661 1681 2193 Air required (cfm) 11961 861 1161 107 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wri htsoft" 2017-Feb-1316,44:12 9 Right -Suite@ Universal 2017 17.0.10 RSU07440 Page 2 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N wrightsoft, Right-J® Worksheet Job: R0217049 Unit A Date: 02-10-17 Florida SPECS By: TMN 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax:407-328-8055 1 Room name BathRM1 BathRM2 2 Exposed wall 0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 5.0 x 8.7 ft 43.3 ft2 5.0 x 8.7 ft 43.3 ft2 Ty Construction U-value Or HTM Area (fe) Load Area (ft2) Load number Btuh/ft2_ °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A75ocs' 0.125 n 0 00 00 0 0 A 0 0 0 0 0 4A5-2ob 0.650 n 0.00 0.00 0 0 0 0"_ 0 0 0 0 4A5-2obcl .. 0.650 n' 0;00 0,00 0 0 0, 0 0 0 0 0 13A-50cs 0.125 e 3.50 2.50 0 0 0 0 0 0 0 0 11 4A5-2ob 0.650 a 18.20 34.28 0 0 0 0 0 0 0 0 G 13A-5ocs 4A5-2ob" 0.125 0.650,.' s s` 3.50 18.20 2.50 15.53 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 L_-G 4A5-2obd, 0;650 s ` 18,20 15.58 0 0 0 0 0 0_._0, 0 13A-5ocs 0.125 w 3.50 2.50 0 0 0 0 0 0 0 0 4A5-2ob 0.650 w 18.20 34.28 0 0 0 0 0 0 0 0 NO 0.350 w 9.80 10.92 0 0 0 0 0 0 0 0 ry D 11 12B-osw 11NO .. 0.097 0.350' n 2.72 9.80 1.78 10.92 0,. 0 0 0 0, 0 0 0 0 0,'' 0 0 0 0 0 0 P 12C-Osw 0.091 2.55 1.48 0 0 0 0 0 0 0 0 C _ 16B730ad ' :. 0.032 0.90 05 r 43 A3 39 76 43 43 39 76 F 22A-cpl 0.989 27.69 0.00 43 0 0 0 43 0 0 0 6 c) AED excursion 3 3 Envelope loss/gain 39 73 39 73 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 39 73 39 73 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 39 73 39 73 15 Duct loads 31% 41% 12 30 31% 41% 12 30 Total room load 51 103 51 103 Air required (cfm) 3 5 3 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr,ightsoft° 2017-Feb-13 16:44:12 SIC Right -Suited Universal 2017 17.0.10 RSU07440 Page 3 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N wrightsofty Right-J® Worksheet Job: R0217049 Unit A Date: 02-10-17 By: TMN Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 1 Room name Kitchen Living 2 Exposed wall 0 ft 12.3 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 9.3 x 8.7 ft 17.3 x 13.0 ft 5 Room area 80.9 ft2 225.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2 °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-5ocs 0.125 ri- 0.001 0,00 0 0 0, 0 0 0 0 0 I 0.650 n' ', 0.00 0.00 0 0 0 0 0 0 0 0j4A5-2ob 4A5-2obd . 0.650 h 0.00 0.00 0 0 0 0 0 0 0 0 VGL 13A-50cs 0.125 e 3.50 2.50 0 0 0 0 0 0 0 0 11 4A5-20b 0.650 e 18.20 34.28 0 0 0 0 0 0 0 0 13A750cs 0.125 s 3.50 2.50 0 0 0 0 0 0 0 0 4A5-2ob : 4A5-2obd 0:650 0.650 s' s : ` 18.20 18.20 15.53 15.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-5ocs 0.125 w 3.50 2.50 0 0 0 0 99 62 217 155 G 4A5-2ob 0.650 w 18.20 34.28 0 0 0 0 16 2 299 564 D 11NO._ 126-0sw - 0.350 0.097 w 9.80 2.72 10.92 1.78 0 0 0 0 0 0 0 0 20 0 20 0 197 0 219 0F 1-D 111\10 0.350 nl 9.8Q 10.92 00 0 0 0- 00 0 P 12C-Osw 0.091 2.55 1.48 0 0 0 0 144 144 367 214 C 1613-30ad.° - 0.032 0.00 4.75 81 81 72 142 225 225 202 394 F 22A-cpl 0.989 27.69 0.00 81 0 0 0 225 12 342 0 6 c) AED excursion 60 213 Envelope loss/gain 72 82 1624 1760 12 a) Infiltration 0 0 234 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1500 1500 Subtotal (lines 6 to 13) 72 1582 1858 3335 Less external load 0 0 0 0 Less transfer 0 0 0 0'i Redistribution 0 0 0 0, 14 Subtotal 72 1582 1858 3335 15 Duct loads 31% 41% 22 651 31% 41% 575 1371 Total room load 95 2233 1 2433 4706 Air required (cfm) 1 7 109 1167 230 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wri htsc3oft" 2017-Feb-1316:44.12 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 4 140 ...VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N 1A.1- wrightsof Right-J® Worksheet Job: R - Unit A Date: 0210-17 9 10-17 By: TMN Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 1 Room name Dining 2 Exposed wall 8.7 ft 3 Room height 8.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 188.7 ft 188.7 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number 6tuh/ft2_°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-5ocs 0.125 n 0.00 0.00 0 0 0 0 0.650 n 0.00 0.00 0 0 0 04A5-2ob 4A5-2obd 0.650 n . 0.00 0.00 0 0 0 0 y/ 13A-50cs 0.125 e 3.50 2.50 0 0 0 0 11 I G 4A5-2ob 0.650 a 18.20 34.28 0 0 0 0 13A-5ocs 0.125 s , 3:50 2.5069 36 125 90 4A5-2ob- 0.650 s 18.20 15.53 0 0 0 0 4A5-2obcl 0.650 s 18.20 15.58 34 33 610 522 V613A-5ocs 4A5-2ob 0.125 0.650 w w 3.50 18.20 2.50 34.28 0 0 0 0 0 0 0 0 R I " D 11NO 126-0sw , 0.3500.'097 w 9.8Q 2.72 10.92 1.78 0 93 0 73 0 199 0 131 11N0 _r 0.350 n 9:80 10.92 20 20 197 219 P 12C-0sw 0.091 2.55 1.48 0 0 0 0 C 166-30ad ; , e ,_ 0.032 0.90, 1" 189 189 169, 330 F 22A-cpl 0.989 27.69 0.00 189 9 240 0 6 c) AED excursion 88 Envelope loss/gain 1540 1204 12 a) Infiltration 164 53 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 1225 Subtotal (lines 6 to 13) 1704 2481 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1704 2481 15 Duct loads 31% 41% 527 1020 Total room load 2232 3502 Air required (cfm) 153 171 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsOft" 2017-Feb-1316:44:12 s4 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 5 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N wrightsoft° Right-J® Worksheet Unit B Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 Job: R0217049 Date: 02-10-17 By: TMN 1 Room name Unit B B Bedroom3 2 Exposed wall 75.3 ft 16.9 ft 3 Room height 8.0 ft d 8.0 ft heat/cool 4 Room dimensions 1.0 x 145.9 ft 5 Room area 1090.6 ft2 145.9 ft2 Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number BtutVW °F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-5ocs 0.125 n 3.50 2.50 277 220 771 551 104 02 323 231 4A5-2ob 0.650 n 18.20 15.53 24 0 428 365 12 0 214 183 4A5-2obd 0.650 n 18.20 15.53 34 0 610 520 0 0 0 0 y! 13A-50cs 0.125 e 3.50 2.50 195 183 640 457 0 0 0 0 11 I--G 4A5-2ob 0.650 a 18.20 34.28 12 1 214 403 0 0 0 0 13A-5ocs 0.125 s 0.00 0.00 0 0 0 0 0 0 0 0tj4A5-20b 4A5-2obd' 0.650 0'650 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0, 0 0 0 0 13A-5ocs 6.125 w 3.50 2.50 131 94 329 235 32 32 112 80 4A5-2ob 0.650 w 18.20 34.28 16 2 299 564 0 0 0 0 11NO 0.350 w 9.80 10.92 20 20 197 219 0 0 0 0 ry L-D 126-0sw 0.097 2.72 1.78 93 73 199 131 0 0 0 0 11NO 0.350 n 9.80 10.92 20 20 197 219 0 0 0 0 P 12C-0sw 0.091 2.55 1.48 144 144 367 214 0 0 0 0 C, 1613-30ad 0.032 0.90 1.75 1091 1091 977 1909 146 146 131 256 F 22A-cpl 0.989 27.69 0.00 1091 75 2084 0 146 17 468 0 6 c) AED excursion 0 39 Envelope loss/gain 7312 5788 1248 710 12 a) Infiltration 1428 459 322 104 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 1 230 Appliances/other 4225 0 Subtotal (lines 6 to 13) 8740 11392 1570 1043 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8740 11392 1570 1043 15 Duct loads 31% 41% 2704 4685 31% 41% 486 429 Total room load 11444 16076 1 2056 1472 Air required (cfm) 787 787 141 72 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri 9 Right -Suite@ Universal 2017 17.0.10 RSU07440 Page 6 htscft- 2017-Feb-13 16:44:12 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N r- wrightsoft° Right-J® Worksheet Unit B Florida SPECS 815 French Ave, Sanford, FL 32774 Phone:407-322-0216 Fax:407-328-8055 Job: R0217049 Date: 02-10-17 By: TMN 1 Room name B Bedroom2 B Bedrooml 2 Exposed wall 25.0 ft 12.3 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 150.4 ft 150.4 ft2 1.0 x 212.6 ft 212.6 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (w) Load number Btuh/ft2_ °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6T_j13A- 5ocs 6.125 n 3''50 2.50 104 92 323 231 0 0 0 0 4A5-2ob 0.650 n 18.20 15.53 12 0 214 183 0 0 0 0 4A5-2obd 0.650 n 18.20 15.53 0 0 0 0 0 0 0 0 V 13A-5ocs 0.125 e 3.50 2.50 96 96 336 240 99 87 304 217 11 G 4A5-2ob 0.650 a 18.20 34.28 0 0 0 0 12 1 214 403 13A-5ocs 0.125 s 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 4A5-2obd 0.650 0.650 s s 0:00 0.00 0.00 0.00 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 0 0LG-_GG V/ 13A-5ocs 0.125 w 3.50 2.50 0 0 0 0 0 0 0 0 C 4A5-2ob 0.650 w 18.20 34.28 0 0 0 0 0 0 0 0 p 11NO 0.350 w 9.80 10.92 0 0 0 0 0 0 0 0 1213-0sw 0.097 2.72 1.78 0 0 0 0 0 0 0 0 11NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.55 1.48 0 0 0 0 0 0 0 0 C 166-30ad 0.032 0.90 1.75 150 150 135 263 213 213 190 372 F 22A-cpl 0.989 27.69 0.00 150 25 692 0 213 12 342 0 6 c) AED excursion 47 27 Envelope loss/gain 1700 870 1050 1020 12 a) Infiltration 474 152 234 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 2174 1252 1284 1555 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2174 1252 1284 1555 15 Duct loads 31% 41% 673 515 31% 41% 397 639 Total room load 2846 1767 1681 2194 Air required (cfm) 196 87 116 107 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wt ightSoR` 2017-Feb-13 16:44:12 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 7 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N wrightsoft' Right-J® Worksheet Unit B Florida SPECS 815 French Ave, Sanford, FL 32774 Phone:407-322-0216 Fax 407-328-8055 Job: R0217049 Date: 02-10-17 By: TMN 1 Room name B BathRM1 B BathRM2 2 Exposed wall 0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 5.0 x 8.7 ft 5.0 x 8.7 ft 5 Room area 43.3 ft' ft 43.3 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft2) Load number Btuh/ft2_ °F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-5ocs 4A5-2ob 4A5-2obd_ 0.125 0.650 0.650 n " n ` n 3.50 18.20 18.20 2.50 15.53 15.53 0 0 0' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V/ G11 13A-5ocs 4A5-2ob 0.125 0.650 e e 3.50 18.20 2.50 34.28 0 0 0 0 0 0 6 0 0 0 0 0 6 0 6 0 G G 13A-5ocs ._ 4A5-lob, _ 4A52obd 0.125 0.650 0;650 s s '. s"; 0.00 0.00- 0.00 0.00 0.00 0000" 0 0 00 0 0 0 1" 0 0 0 0' 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-5ocs 4A5-2ob 0.125 0.650 w w 3.50 18.20 2.50 34.28 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11NO 12B-0sw 0.350 0.097 w 9.80 2.72 10.92 1.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0F D_ 11N0" 0.350 n: 9,80 10M 0 0 0 0 0 0 0. 0 P 12C-0sw 0.091 2.55 1.48 0 0 0 0 0 0 0 0 C 1.613-30ad. 0.032 0.90 1.75 43 43 39 76 43 43. 39 76 F 22A-col 0.989 27,69 0.00 43 0 0 0 43 0 0 0 6 c) AED excursion 3 3 Envelope loss/gain 39 73 39 73 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1 0 Subtotal (lines 6 to 13) 39 73 39 73 Less external load 0 0 0 0 14 15 Less transfer Redistribution Subtotal Duct loads 31% 41% 0 0 39 12 0 0 73 30 31% 41%1 0 0 39 12 0 0 73 30 Total room load Air required (cfm) 1 51 3 103 5 1 51131 103 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsoft 2017-Feb-13 16:age 8Right -Suite® Universal 2017 17.0.10 RSU07440 Page 8 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N tF wrightsoft' Right-J® Worksheet Job: R 9 Unit B Date: 02-10-17-10-17 By: TMN Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 1 Room name B Kitchen B Living 2 Exposed wall 0 ft 12.3 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 9.3 x 8.7 ft 17.3 x 13.0 ft 5 Room area 80.9 ft2 225.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (w) Load number Btuh/ft?'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V 13A-5ocs 0.125 n 3.50 2.50 0 0 0 0 0 0 0 0 4A5-2ob 0.650 n 18.20 15.53 0 0 0 0 0 0 0 0 t-CG 4A5-2obd_ 0.650 n 18.20 15.53 0 0 0 0 0 0 0 0 13A-50cs 0.125 e 3.50 2.50 0 0 0 0 0 0 0 0 11 I-G 4A5-2ob 0.650 a 18.20 34.28 0 0 0 0 0 0 0 0 13A-50cs 0.125 s 000 0.00 0 0 0 0 0 0 0 0 2 4A5-2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 I 4A5-2obd 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 13A-5ocs 0.125 w 3.50 2.50 0 0 0 0 99 62 217 155 4A5-2ob 0.650 w 18.20 34.28 0 0 0 0 16 2 299 564 11NO 0.350 w 9.80 10.92 0 0 0 0 20 20 197 219 F D 1213-0sw 0.097 2.72 1.78 0 0 0 0 0 0 0 0 11N0 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.55 1.48 0 0 0 0 144 144 367 214 C 166-30ad 0.032 0.90 1.75 81 81 72 142 225 225 202 394 F 22Acpl 0.989 27.69 0.00 81 0 0 0 225 12 342 0 61 c) AED excursion 59 1 1 214 Envelope loss/gain 72 83 1624 1761 12 a) Infiltration 0 0 234 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1500 1500 Subtotal (lines 6 to 13) 72 1583 1858 3336 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 72 1583 1858 3336 15 Duct loads 1 31% 41% 221 651 31% 41% 575 1372 Total room load 95 2234 1 2433 4708 Air required (cfm) 7 109 167 230 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsOft" 2017-Feb-13 16:44:12 4C Right -Suite@ Universal 2017 17.0.10 RSU07440 Page 9 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N wrightsoft Right-J® Worksheet Job: R 9 Unit B Date: 02-10-17-10-17 By: TMN Florida SPECS 815 French Ave, Sanford, FL 32774 Phone:407-322-0216 Fax:407-328-8055 1 Room name B Dining 2 Exposed wall 8.7 ft 3 Room height 8.0 ft heat/cool 4 Room dimensions 1.0 x 188.7 ft 5 Room area 188.7 ftz Ty Construction U-value Or HTM Area (ft2) Load Area Load number Btuh/ft2°F) Btuhft') or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-5ocs 0.125 n" 3:60 2.50 69 36 125 90 G 4A5-2ob 0.650 n: 18.20 15.53":. 0 0" 0 0 I- G 4A5-2obd, 0.650 n . 18.20 15.53 34 0 610 520 VL 13A-5ocs 0.125 e 3.50 2.50 0 0 0 0 11 G 4A5-2ob 0.650 a 18.20 34.28 0 0 0 0 13A-5ocs 0.125, s 0.00 0.00 0 0 0 0 4A5-2ob . - 0.650, s 0.00 0.00 0' 0 0 0 1-G 4A,5-2obd' 0.650 s ' 0.00 0.00 0 0 0' 0 13A-50cs 0.125 w 3.50 2.50 0 0 0 0 4A5-2ob 0.650 w 18.20 34.28 0 0 0 0 11NO 12B-0sw. 0.350 0.097 w 9.80 2.72 10.92 1.7,8 0 93 0 73 0 199 0 131 r11N0` 0.350, n9.801092 20 20 197 219 P 12C-0sw 0.091 2.55 1.48 0 0 0 0 C, , 1613-306d 0.032 0.90, 1.75 169 1'89 169 330 F 22Acpl 0.989 27.69 0.00 189 9 240 0 6 c) AED excursion 92 Envelope loss/gain 1540 1198 12 a) Infiltration 164 53 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 1225 Subtotal (lines 6 to 13) 1704 2476 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1704 2476 15 Duct loads 31% 41% 527 1018 Total room load 2232 3494 Air required (cfm) 1 1 153 171 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wry hltsoft" 2017-Feb-1316:44:12 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 10 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N B Garage B Living Living Garage Job #: R0217049 Performed by TMN for: Duplex Unit A & B 419 Pecan Ave Sanford, FL 32771 RECORD COPY utLD,N0 # 1 7- 6 2 7 SANFORD 17- 1 176. HVAC Layout o AgRTM i 14x8 m171 cf7 T24x 2 14B Dining m Lc 12" 8x4 Sx4 B Bedroom3 12 x 12 B Bedroom2 1 2 x 8 12x12 12 14x8 141 cfm 10, 196 cfm 7„ 8' 4 x 1 12x8 10x6 5cfm 5cfm 12x12 230 cfm 109 cfm 4 " 4 " 101, B Bedroom1 81, B Kitchen 6, B BathRM2 B BathRM1 1 2 x 8 116 cfm 7" 1 0 x 8 116 cfm 12x8 6^ 230 cfrr Kitchen 10 BathRM2 BathRM1 8„ 109 cf 8 x 4 8 x 4 12x12 Bedroom1 6., 5 cfm 4„ 5 cfm 4„ 9 rf2 F m14 " 11 4" 14x8 Dini(. 14x14 14x8 171 cfmx 8 196 cfm 7" cfm 12x12 12x12 8„ 10 12„ Bedroom3 Bedroom2 Florida SPECS 815 French Ave Sanford, FL 32774 Phone: 407-322-0216 Fax:407-328-8055 Scale: 1 : 98 Page 1 Right - Suite® Universal 2017 17. 0.10 RSU07440 2017- Feb-13 16:43:55 R0217049 - Pecan St\R0217049.rup 1 wrightsoft Duct System Summary UnitA Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 Job: R0217049 Date: 02-10-17 By: TMN For: Duplex Unit A & B 419 Pecan Ave, Sanford, FL 32771 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply / return available pressure 0.411 / 0.089 in H2O 0.411 / 0.089 in H2O Lowest friction rate 0.265 in/100ft 0.265 in/100ft Actual air flow 787 cfm 787 cfm Total effective length (TEL) 189 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BathRM1 c 103 3 5 0.265 4.0 Ox0 VIFx 35.0 120.0 st3 BathRM2 c 103 3 5 0.265 4.0 Ox0 VIFx 35.0 120.0 SO Bedrooml h 1681 116 107 0.265 6.0 Ox0 VIFx 35.0 120.0 st3 Bedrooml h 2846 196 86 0.265 8.0 Ox0 VIFx 35.0 120.0 st3 Bedroom3 h 2056 141 72 0.265 7.0 Ox0 VIFx 35.0 120.0 st3 Dining -A c 3502 153 171 0.265 7.0 Ox0 VIFx 35.0 120.0 st1 Kitchen c 2233 7 109 0.265 6.0 Ox0 VIFx 35.0 120.0 st1 Living c 4706 167 230 0.265 8.0 Ox0 VIFx 35.0 120.0 SO Su I Trun kDetail 'Table- Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st3 Peak AVF 456 271 0.265 836 10.0 0 x 0 VinlFlx st1 st1 Peak AVF 787 787 0.265 736 14.0 0 x 0 VinlFlx Ret'r=n°Branch Detail Table". ;' Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb5 Ox 0 787 787 33.7 0.265 736 14.0 Ox 0 VIFx ELL 2017-Feb-13 16:43:45 rF wrightSOft' Right -Suite® Universal 2017 17.0.10 RSU07440 Page 1 ACCA ...VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N wrightsofto Duct System Summary Unit B Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 For: Duplex Unit A & B 419 Pecan Ave, Sanford, FL 32771 Job: R0217049 Date: 02-10-17 By: TMN Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.12 in H2O 0.12 in H2O Available static pressure 0.38 in H2O 0.38 in H2O Supply / return available pressure 0.255 / 0.125 in H2O 0.255 / 0.125 in H2O Lowest friction rate 0.195 in/100ft 0.195 in/100ft Actual air flow 787 cfm 787 cfm Total effective length (TEL) 195 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk B BathRM1 c 103 3 5 0.200 4.0 Ox 0 VIFx 32.2 95.0 st4 B BathRM2 c 103 3 5 0.286 4.0 Ox 0 VIFx 14.0 75.0 st2 B Bedroom h 1681 116 107 0.200 7.0 Ox 0 VIFx 32.1 95.0 st4 B Bedroom2 h 2846 196 87 0.195 8.0 Ox 0 VIFx 35.5 95.0 st4 B Bedroom3 h 2056 141 72 0.204 7.0 Ox 0 VIFx 29.9 95.0 st4 BDining-A c 3494 153 171 0.293 7.0 Ox0 VIFx 11.9 75.0 st2 B Kitchen c 2234 7 109 0.285 6.0 Ox 0 VIFx 14.3 75.0 st2 B Living c 4708 167 230 0.273 8.0 Ox 0 VIFx 18.4 75.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st4 Peak AVF 456 271 0.195 581 12.0 0 x 0 VinlFlx st2 st2 Peak AVF 787 787 0.195 736 14.0 0 x 0 VinlFlx Return, gymB` ranchtDetail Table` e v as. - - Name Grille Size ( in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/ Joist Opening ( in) Duct Matl Trunk rb4 Ox0 787 787 64.2 0.195 736 14.0 Ox 0 VIFx A. wrightSOft' Right -Suite® Universal 2017 17.0.10 RSU07440 ACCK ... VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N 2017- Feb-13 16:43:45 Page 2 RFCORD COPY Service Calculation for Single family Home # 7 6 2 7 1090 SQ FT LIVING AREA SANFORD # 7 - 240 VOLT SERVICE aFpgR General Lighting SQ.FT.X 3 VA 3,270 VA Small appliance load (3000 VA per kitchen) 3,000 VA Laundry 1500 VA for each Washer 1 # of washers 1,500 VA Total genera( light and small appliance DEMAND FACTORS 7,770 VA 3000 va @ 100% 3,000 VA 4,770 va @ 35% 1,670 VA 4 or more fixed appliances at 75% (see 220-53) Water Heater 1 4,500 VA Dishwasher 1 1,200 VA Disposal 1 960 VA Micro Wave 1 1,800 VA Pool Pump VA Jetted Tub Pump VA 8,460 va @ 75% 6,345.00 VA 5Kw Heatstrips 1 5,000 VA 10Kw Heatstrips VA A/C Compressor 1.5 Ton VA A/C Compressor 2 Ton 1 3,552 VA A/C Compressor 2.5 Ton VA A/C Compressor 3 Ton VA A/C Compressor 3.5 Ton VA A/C Compressor 4 Ton VA A/C Compressor 5 Ton VA Dryers 1 5,000 VA Range (see 220-55) 8,000 VA Boatdock motor 1/4 horsepower VA Well motor 1/3 horsepower VA 25% of largest fixed appliance VA TOTAL LOAD 32,567 VA Divide total VA by line voltage to size the service 136 Amps 150A 240V 1-Phase 2785 Wrights Road Servicing A'llof Florida Office: 407.960.3828 Suite 1105 Ef# 13004390 Fax: 888.291.6535 Oviedo, FL 32765 www.electricoriando.com 58-08-00 CAUTION!!! 24-00-00 606-00 26-00-00 DO NO ATTEMPTUSSES TO RECTRNINGTO THE ENGINEERING DRAWINGS AND BSCHB1 SUMMARY SHEETS. N 7 ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. lie. SHEATHING, SHINGLES, ETC.1 INTERIORBEARING MILICENALO INSTALLING TRUSSES. C2 I: I' I II REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. C4 E II I 1) NUMBER OF GIRDER PLIES AND O— EB I li NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. N-- EB II a a a SCAB DETAILS (IF REOUIRED) UPLIFT AND GRAVITY REACTIONS. E6 m Om O m i N m a m O m m In N III N N In i m m j I WARNING Bxkcnarpea Will Not Be —.I — Repardlesa o1 Fault W rMur Pior EB { I I' I I O Noarcaron By Om1—Wij,a Houra Md In —gallon By lO p 4 Bu Mers FirzlSource NO EXCEPTIONS. Tne GW C—cmI s Remde CannecEonz OMer Titan Truss For A1E6SIIlip N 1OConnecGDde bear Wall AM I:":) Pe Bracin And Ce Img Md I E6S ii IIIr1.0—conned a.s do II E6S II III, l Ili ROOF PITCH: 3112.4112 CEIUNG PITCH: 0112 EBS TOP CHORD SIZE: 2 X 4 BOTTOMCHORDSRE: 2X4 EBS I i I Ili II Q Q U Av acdOVRHANG LENGTH: 12" END CUT Plumb CANTILEVER 12',— II ailNNN7E6S aJ O v O TRUSS SPACING: 24" BUILDING CODE: FBC2111d E6S I I 1. E6S I! i HA. GERS ANDILEDG R B BUILDER BEARING HEIGHT SCHEDULE m N E6S I III I IILE6S I, I III ill tF: BUILDER: R nsttmg an o E6SL_ I I' II II y Mana ement Inc. a. aI N N N s a N s IN I' N N N N I N 4co g PROJECT: Duplex MODEL: 1090- 3 E6 O C W. co O N:! a I a a II all al a aia N ADDRESS: n9 Pxan Ave. m m m m m m m m- m N m N^ N In: m LOTI BLOCK: E6 III SUBDIIASION: CITY: Sanford II CoN EB II Ill I ail I II III II it L: DRAWN BY: Jose P. loB a : 9T3640 DATE: 1111T SCALE: NTS EB II PLAN DATE: 1 LSI15 C4. Q I I I' I I I IV !• V REVISIONS: II N ce eeasmosvnssucc.reNe.ru..ar.. 24-00- 00 8-08-00 26-00-00 TM a dmweeLpoFirstSourm ROOF LOADING FLOOR LOADING 5B-0a- 00 TCLL: 20 PSF TOLL: WA PSI TCDL: T PSF TCM: WA PSF 3514 CKurcM Srreel Sanford, FL 32771 BOIL: III PSF BC': WA PSF TOTAL: ]) PSF TOTAL: NIA PSF RATION: 1. 25 DURATION: NIA Pnane:(1.) 32 1). Fav: 407) 323—M Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECORD COPY RE: 973640 - Site Information: Customer Info: RLH CONSULTING and MANAGEMENT Lot/Block: 419 A Subdivision: Address: 419 PECAN AVE City: Sanford State: FL MiTek USA, Inc. 6904 Parke East Blvd. INC Project Name: 97364balodel:3DUPLEX 1090 - 3 A 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 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 20 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. N:o= Seal# Truss Name Date No. Seal# Truss Name Date 1 IT10559648 IA 3/2/17 118 1 T10559665 I E6S 3/2/17 12 IT10559649IA1 13/2/17 119 1T105596661NX 13/2/17 13 I T10559650 I A2 13/2/17 120 I T10559667 I R6 13/2/17 14 IT10559651 IAX I3/2/17 I I I 15 I T10559652 1136 13/2/17 16 I T 10559653 I B8 13/2/17 17 I T10559654 I B10 13/2/17 18 I T10559655 I B12 13/2/17 19 I T10559656 I B14 13/2/17 110 I T10559657 I B16 13/2/17 111 I T10559658 I B18 13/2/17 112 I T10559659 I B20 13/2/17 113 I T10559660 I B22 13/2/17 114 I T10559661 I B24 13/2/17 115 IT10559662 IC2 13/2/17 116 I T10559663 I C4 13/2/17 117 I T10559664 I E6 13/2/17 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Lady Lake, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIlTPI 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. tLo/nc SANFORD 1 7 - 6 2 7 1 7 - 1 1 7 6 VE<elj i* O . • G ENS ci No 6.81_8i , •• 0 * : Z W 3j STATEr OF * 41J ` r r rr F•.catOR\ p:• N ` 3oagdln Velez PE W.68182 MITek USA, Inc. FL.Cert6634 6904 Parke East Blvd. Tampa FL33610 Dater March 2,2017 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply T10559648Lb973640AMONOPITCH81 Reference footionah 5-4-0 6-5-0 R_Srye I D: LO WYMouCKPeL9g1FVNdiQZyxtPoR?c01qpY?Kb2u_iJZwKgWm B55szeyTj 6-5-0 6-8-8 Scale = 1:45. 8 3.00 12 2x4 II 5 3x4 = 1. 5x8 STP = 3x6 = 3x4 = 4x6 = 3x4 = 5- 0. 0 5 4 4- 1-8 24-9- 8 5-0-0 0-4-0 9-7-8 9-10-7 0-3-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.19 6-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) 0.49 6-7 472 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.07 10 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-M) Wind(ILL) 0.05 7-9 999 240 Weight: 122 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 `Except' 6-8: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 9=1261/0-8-0, 10=717/Mechanical Max Horz 9= 172(LC 10) Max Uplift9=-218( LC 10), 10=-82(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 14=-759/606, 2-14=-751/613, 2-3=-692/611, 3-4=-931/0, 6-10=-717/122 BOT CHORD 1- 9=-550/759, 8-9=-1141903, 7-8=-114/903, 6-7=-123/689 WEBS 2-9=-390/241, 3- 9=-1603/658, 4-7=0/425, 4-6=-813/149 Structural wood sheathing directly applied or 5-7-1 oc purlins, except end verticals. Rigid ceiling directly applied or 6- 0-0 oc bracing. 1 Row at midpt 3-9, 4-6 NOTES- 1) Wind: ASCE 7-10; Vult= 140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 6=59ft, L=49ft, eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 24-8-12 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except Ot=lb) 9=218. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11611-7473 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 Nil' a truss system. Before use, thebuildingdesignermustverifytheapplicabilityofdesignparametersandproperlyincorporatethisdesignintotheoverall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability andtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the 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 T10559649Lb973640AtMONOPITCH21 Reference (optional) 5-6-4 6-4-4 u s Apr I —10 MI I eft mousmes, Inc. I nu Mar uz 13:J3:u4 zul t rage 1 I D: LO WYMouvC KPeLJ9q IFVdQZyxtPo-R?c01 qpY?Kbf2C Ru_iJ_8tGDSgvZo9g Wm B55szeyTj 6-4-4 6-7-12 Scale = 1:43.7 2x4 I 3.00 12 5 10 a _ I 3x4 = 2x4 II 5x6 = 3x6 3x4 = 3x6 = 0-0 5-6-4 5- 0 11-10-8 8- -12 4-10- 1-0-0 4-6-4 0- -12 6-2-8 6-4-4 6-7-12 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 VerI LL) 0.05 6-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) 0.13 6-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(TL) 0.03 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(ILL) 0.03 7-9 999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 10=1275/4-8-0, 10=1275/4-8-0, 11=703/Mechanical Max Horz 10=172(LC 10) Max Uplift10=-97(LC 10), ll=-96(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-271/680, 2-15=-261/690, 2-3=-945/74, 3-4=-760/81, 6-11=-703/157 BOT CHORD 1-10=-623/293, 9-10=-623/58, 8-9=-208/877, 7-8=-208/877, 6-7=-157/696 WEBS 2-1 0=-1 108/325, 2-9=-268/1529,4-7=0/346, 4-6=-833/189 PLATES GRIP MT20 244/190 Weight: 127 Ito FT = 20% Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft, L=49ft, eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 24-8-12 zone, cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 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 Ito uplift at joint(s) 10, 11. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTeW 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 y is aKvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the pppiTe k, fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI(TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T10559650 973640 A2 MONOPITCH 24 1 Lb Reference (optional) 10 6-10-12 5-10-12 a rrpi is wio rvuien inuusircs inc. inu ''"'o: w: uo'u it rage i ID LOVW MouvC KPeLJ9gl FVdQZyxtPo-vBAOFAgAm dkWiCneSiEYXM P NAs5plOgplOxfd IzeyTi 5-10-12 am Scale = 1:43.7 3.o0 12 2x4 I 5 3x8 .11 3x4 — 3x6 = 3x4 = 3x6 = 3x8 = 10 0 0 1-0-0 1 4- 9-1-0 16-10-0 24-10-8 1-0-0 0-4- 7-9-0 7-9-0 8-0-8 Plate Offsets (X Y)-- 11:0-0-4 1-7-131 11:0-3-0 0-0-01 [3:0-3-0 0-3-01 f6:0-4-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.14 7-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.38 7-9 >779 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.09 7-9 >999 240 Weight: 123 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-4-14 oc bracing. WEDGE WEBS 1 Row at midpt 4-6 Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1031/0-8-0, 10=947/Mechanical Max Horz 1=172(LC 10) Max U plift 1 =-78 (LC 10), 10=-115(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2497/461, 2-16=-2455/471, 2-3=-2223/363, 3-4=-1274/183, 6-10=-947/213 BOT CHORD 1-9=-632/2382, 8-9=-433/1769, 7-8=-433/1769, 6-7=-227/945 WEBS 2-9=-326/191, 3-9=-59/502, 3-7=-733/234, 4-7=-64/682, 4-6=-1179/287 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft; L=49ft; eave=6ft; Cat. 11; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 24-8-12 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except (jt=lb) 10=115. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 b a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall el building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M iTek` 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, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T10559651 973640 AX GABLE 2 1 Job Reference (optional) ProBuild, Sanford, FL 32771 10 3x4 = 3x8 II 25-0-0 7.640 s Apr 19 2016 MiTek Industries, Inc. Thu Mar 02 13:53:06 2017 Page 1 ID: LO WYMouvC KPeLJ9q I FVdQZyxtPo-ONjm S WroXxsN5LLgOP In3Zyh9FX_1 wpzz4gC9kzeyTh 3.00 FIT Scale = 1:41.9 9 10 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 5x6 = CSI. DEFL. in (loc) I/dell Ud TC 0.35 Vert(LL) n/a n/a 999 BC 0.42 Vert(TL) n/a n/a 999 WB 0.09 Horz(TL) 0.00 1 n/a n/a Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. All bearings 24-0-0. lb) - Max Horz 1=173(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 14, 16, 18, 20, 22, 24, 25 Max Grav All reactions 250 lb or less atjoint(s) 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except 1=283(LC 1), 25=255(LC 3), 1=283(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-37=-305/90, 2-37=-300/106 WEBS 2-24=-336/280 PLATES GRIP MT20 244/190 Weight: 160 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) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft; L=49ft; eave=2ft; Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-0-0 to 4-16-6, Exterior(2) 4-10-6 to 19-11-14, Corner(3) 19-11-14 to 24-10-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable studs spaced at 1-4-0 oc. 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, with BCDL = 10.0psf. 7) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 12, 14, 16, 18, 20, 22, 24, 25. 9) na 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. rr WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p' - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing erty iTek` is always required for stability and to prevent collapse with possible personal injury and propdamage. For general guidance regarding the iVi 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 T10559652 973640 B6 Half Hip Girder 2 1 Job Ref re ce (optional) Apr 19 2016 MiTek industries, inc. Th. maru, ic:oa:-Muir rage 1 ID: LO WYMouvCKPeLJ9q IFVdQZyxtPo-CX51 jZvZ7ncXpGp_MgsBJgCZPgRrRTBrM?7 WN OzeyTb 18-6.7 24-10-8 6-0-0 6-4-1 6-2-5 6-4-1 Scale = 1:44.2 NAILED NAILED NAILED Special NAILED NAILED NAILED 3.00 12 5x12 = NAILED NAILED 4x6 = NAILED NAILED 5x6 _ NAILED NAILED 6x8 = iu 27 9 28 is 29 30 31 / 32 33 34 11 4x6 = 3x8 2x4 11 4x10 MT20HS = 5x6 = NAILED NAILED 7x10 = NAILED NAILED 3x4 = Special NAILED NAILED NAILED NAILED 0-0 1 4- t-0-0 -4- 6-0-0 2-4-1 18-6-7 24-9-5 6-2-15 4- -8 0- -3 Plate Offsets (X Y)-- f1:0-0-4 1-7-131 f1:0-3-8 Edoel f2 0-6-0 0-2-01 f4 0-3-0 0-3-01 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 0.94 Vert(LL) 0.38 8-10 777 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) 0.97 8-10 307 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(TL) 0.17 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.24 8 999 240 Weight: 111 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 2-4:2x4 SP M 31 BOT CHORD 2x4 SP No.1 'Except' 1-9: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 5-7: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1425/0-8-0, 11=1125/Mechanical Max Horz 1=42(LC 8) Max Uplift 1=-1 19(LC 8), l l=-101(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-6 oc bracing. WEBS 1 Row at midpt 3-7 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3831/306, 2-17=-5200/433, 17-18=-5200/433, 18-19=-5200/433, 3-19=-5200/433, 3-20=-3588/315, 20-21=-3588/315, 21-22=-3588/315, 22-23=-3588/315, 4-23=-3588/315, 4-24=-3588/315, 24-25=-3588/315, 25-26=-3588/315, 5-26=-3588/315, 6-11=-1125/101, 5-6=-1052/128 BOT CHORD 1-10=-306/3670, 10-27=-296/3684, 9-27=-296/3684, 9-28=-296/3684, 8-28=-296/3684, 8-29=-433/5200, 29-30=-433/5200, 30-31=-433/5200, 7-31=-433/5200 WEBS 2-10=0/276, 2-8=-154/1633, 3-7=-1662/164, 4-7=-364/113, 5-7=-312/3559 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft; L=49ft; eave=6ft, 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=119, 11=101. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST-TOENAIL Detail, 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 137 lb up at 6-0-0 on top chord, and 107 lb down at 6-0-0 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). WARNING - erify dasiyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7477 ray. 10/07/2016 BEFORE USE. Design valid for use only with Wed& 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 psawiTek building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIt 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 T10559652 973640 B6 Half Hip Girder 2 1 Job Reference (optional) ProBuild, Sanford, FL 32771 7,640 s Apr 19 2016 MiTek Industries, Inc. Thu Mar 02 13:53:12 2017 Page 2 D: LO WYMouvC KPeLJ9q I FVdQZyxtPo-CX51 jZvZ7ncXpGp_MgsBJgCZPg RrRTB rM?7 WN OzeyTb LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 6-12=-20 Concentrated Loads (lb) Vert: 2=-141(B)5=-4(B)10=-107(B)8=-46(B)3=-63(B)6=1(B)17=-63(B)19=-63(B)27=-46(B)28=-46(B)29=1(B)30=1(B)31=1(B)32=1(B)33=1(B)34=1(B) sesses WARNING - Verify design parameters and READ NOTES ON T141S AND INCLUDED MITEK REFERENCE PAGE MII-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 MF building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 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, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T10559653tob97364068HalfHip21 Referen (optional) 8-0-0 5-6-5 ID:LOWYMouvCKPeLJ6glFVdQZyxtPo-gjfPwvwBu5kORQOAwNNQs2kgg4oSAV m?aft4vgzeyTa 19-0-11 24-10-8 5-6-5 5-9-13 Scale = 1:44A 3.00 F12 4x6 — 2 16 5x6 = 3x6 = 3 17 4 3x4 it 5 a 8 7 10 3z6 = 3x8 3x4 = 3x8 MT20HS = 3x4 = 3x8 = 8-0-0 16-3-8 4-10-8 6-8-0 8-3-8 6-7-0 Plate Offsets (X Y)-- f1:0-0-4 1-7-131 f1:0-3-0 0-0-01 f3:0-3-0 0-3-01 f6:0-4-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.19 7-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.56 7-9 >526 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Cade FBC2014fTP12007 Matrix-M) Wind(LL) 0.14 7-9 >999 240 Weight: 109 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEDGE WEBS 1 Row at midpt 4-6 Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1031/0-8-0, 10=947/Mechanical Max Horz 1=56(LC 10) Max Uplift 1 =-98(LC 10), 10=-95(LC 10) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2438/756, 2-16=-2337/759, 3-16=-2337/759, 3-17=-2523/684, 4-17=-2523/684, 6-10=-947/259 BOT CHORD 1-9=-761/2316, 8-9=-881/2769, 7-8=-881/2769, 6-7=-614/2035 WEBS 2-9=0/356, 3-9=-617/130, 3-7=-306/245, 4-7=-87/657, 4-6=-2084/647 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft; L=49ft; eave=6ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 14-10-9, Interior(1) 14-10-9 to 24-8-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-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 N p iTek 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 iUi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply T10559654 973640 B10 HALF HIP 2 1 lJob Reference (optional) e.,pi cvw rvuien inuuw es, inv. inu niau<w:oow cuir rages ID: LO WYMouvCKPeLJ9q IFVdQZyxtPo-saH8gssQ IF_E iVwOa6GOcnVj UfoymCK6CkQlhBzeyTg 7-0-0 10-0-0 17-4-1 24-10-8 7-0-0 3-0-0 7-9-12 7-0-12 Scale = 1:44.2 3.00 12 4x12 = 3 2x4 II 16 17 4 3x8 = 5 y 8 10 3x6 — 3.8 3x4 = 3x6 = 4x12 = 2x4 = 0-0 1 4- 10-0-0 17-9-12 24-10-8 1-0-0 -4- 8-8-0 7-9-12 7-0-12 PI TP (lffeofc /X V1-- rl n_4_n n_n_n1 r1 n-n-A 1-7_111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.16 7-9 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) 0.44 7-9 670 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014rTP12007 Matrix-M) Wind(LL) 0.13 7-9 999 240 Weight: 114 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1031/0-8-0, 10=947/Mechanical Max Horz 1=70(LC 10) Max Uplift 1 =-97(LC 10), 10=-96(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-12 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2435/833, 2-3=-2209/713, 3-16=-1979/616, 16-17=-1979/616, 4-17=-1979/616, 4-5=-1979/616, 6-10=-947/273, 5-6=-881/300 BOT CHORD 1-9=-865/2318, 8-9=-713/2149, 7-8=-713/2149 WEBS 3-9=0/351, 4-7=-504/270, 5-7=-646/2047 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft; L=49ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 16-10-9, Interior(1) 16-10-9 to 24-8-12 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The solid section of the plate is required to be placed over the splice line at joint(s) 8. 5) Plate(s) at joint(s) 8 checked for a plus or minus 5 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. asseas Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - j.: ' 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 allays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p p iTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 T10559655 973640 812 HALF HIP 2 1 Job Reference(optional) 6-6-0 3x6 = 3x8 11 5-6-0 s npr is ar-i oo:ur zu 11 rage1 I D: LO WYMouvC KPeLJ9q IFVdQZyxtPo-sa H8gssQl F_EiVwOa6GOcnVo8flTm Ff6CkQlhBzeyTg 6-5-4 6-5-4 4x12 = 2.4 US = 3.00 2x4 II 3x8 MT20HS = 3x4 = 5x8 = Scale = 1:44.2 6-6-0 12-0-0 18-5-4 4- -8 24-1 -11 5-6-0 6-5-4 6-5-4 0- -3 Plate Offsets (X Y)-- 11:0-3-0 0-0-01 11:0-0-4 1-7-131 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 0.53 Vert(LL) -0.15 8-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.39 8-10 >770 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(TL) 0.09 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.12 8-10 >999 240 Weight: 119 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-1-14 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1031/0-8-0, 11=947/Mechanical Max Horz 1=84(LC 10) Max Upliftl=-95(LC 10), ll=-98(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2488/845, 2-3=-1973/656, 3-17=-1531/502, 4-17=-1531/502, 4-18=-1531/502, 5-18=-1531/502, 6-11=-947/289, 5-6=-885/313 BOT CHORD 1-10=-910/2375, 9-10=-910/2375, 8-9=-910/2375, 7-8=-664/1892 WEBS 2-8=-518/257, 3-8=-22/367, 3-7=-399/179, 4-7=-437/236, 5-7=-549/1656 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft; L=49ft; eave=6ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 18-10-9, Interior(1) 18-10-9 to 24-8-12 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. R 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 ip` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is allays required for stability and to prevent collapse Wth possible personal injury and property damage. For general guidance regarding the iViiTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, OSB-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 Job T10559656 973640 B14 HALF HIP 2 1 Ref nce (optional) 7-6-0 3.00 F12 nP, ,o mi en uwuauie'n "`mar io:_s Muir rage i ID: LO WYMouvC KPeLJggl FVdQZyxtPo-Km rWtCs23Y65KfVD7gnF9_t xA36GVgNGR09J EdzeyTf 6-6-0 5-5-4 4x12 = 3 19 5-4-14 2x4 II 3x6 = 4 20 5 I 0 1 11 3x6 = 3x8 3x8 MT20HS = 3x4 — 5x8 — 2x4 11 2x4 = Scale = 1:44.2 1-0-0 1 4- t-0-0 -4- 6-2-0 4-0-06-6-0 19-5-4 5-5-4 24- -8 5-5-4 Plate Offsets (X Y)-- 11:0-3-0 0-0-01 f1:0-0-4 1-7-131 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 0.70 Vert(LL) 0.15 8-10 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) 0.41 8-10 717 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-M) Wind(LL) 0.12 8-10 999 240 Weight: 122 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1031/0-8-0, 11=947/Mechanical Max Horz 1=97(LC 10) Max Uplift1=-93(LC 10), 11=-100(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-2490/774, 17-18=-2420/785, 2-18=-2413/786, 2-3=-1706/551, 3-19=-1151/388, 4-19=-1151/388, 4-20=-1151/388, 5-20=-1151/388, 6-11=-947/300, 5-6=-893/321 BOT CHORD 1-10=-865/2375, 9-10=-865/2375, 8-9=-865/2375, 7-8=-567/1623 WEBS 2-8=-798/312, 3-8=-34/423, 3-7=-564/214, 4-7=-368/200, 5-7=-461/1356 Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. Rigid ceiling directly applied or 6-3-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft; L=49ft; eave=6ft; Cat. 11; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 7-1-7, Exterior(2) 7-1-7 to 14-0-0, Interior(1) 20-10-9 to 24-8-12 zone, cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall IIVANpbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A i lisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the Tek+ 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, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T10559657lJob973640B16HALFHIP21 Reference (optional) ProBuild, Sanford, FL 32771 8-6-0 7-6-0 7.640 s Apr 19 2016 MiTek Industries, Inc. Thu Mar 02 13:53:08 2017 Page 1 ID: LO WYMouvCKPeLJ9gl FVdQZyxtPo-KmrMCs23Y65KfVD7gnF9_1 u734rVfXGR09JEdzeyTf 4-3-8 4-7-0 4x6 3x4 2x4 3 4 18 5 3x8 I J 3x8 MT20HS = 10 3x6 = 2x4 3x8 = 4x6 Scale = 1:44A R 0 1-0-0 1 4- 8-6-0 16-0-0 4-10-8 4- 1-4 1-0-0 0-4- 7-2-0 7-6-0 8-10-8 0-0- 2 Plate Offsets (X.Y)-- 11:0-0-4.1-7-131 11:0-3-0 0-0-01 j2:0-3-0 0-3-41 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 0.83 Vert(LL) -0.15 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.39 6-7 >754 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.11 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.11 7-9 >999 240 Weight: 119 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-5-11 oc bracing. WEDGE WEBS 1 Row at midpt 2-7 Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1031/0-8-0, 10=947/Mechanical Max Horz 1=111(LC 10) Max Uplift l=-91(LC 10), 10=-102(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-16=-2451/710, 2-16=-2367/719, 2-17=-1440/416, 3-17=-1433/434, 3-4=-1341/451, 6-10=-947/311 BOT CHORD 1-9=-813/2333, 8-9=-817/2328, 7-8=-817/2328, 6-7=-315/847 WEBS 2-7=-1028/377, 4-7=-191/691, 4-6=-1115/430 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=5.Opsf; BCDL=5.Opsf, h=15ft; B=59ft, L=49ft; eave=6ft; Cat. 11; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 9-1-7, Exterior(2) 9-1-7 to 16-0-0, Interior(1) 22-10-9 to 24-8-12 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 10=102. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. assess 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 pbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V I iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T10559658 973640 B18 HALF HIP 2 1 Job Reference (optional) obutld, Sanford, FL 32771 6-6-5 6-2-15 7.640 s Apr 19 2016 MiTek Industries, Inc. Thu Mar 02 13*53:09 2017 Page 1 ID:LOWYMouvCKPeLJ9gIFVdQZyxtPo-oyPv4YtggsEyyp4PhXIUhCa7YTSKE8ZPg2vsm3zeyTe 8 5-2-12 6-10-5 0- -3 Scale = 144.4 3.00 12 _ 4x12 3x4 3x6 = 3x8 3x4 = 3x6 = 3x4 _ 10 3x6 = 0-0 1 - 10-0-11 18-0-0 24-10-8 1-0-0 01- 8-8-11 17-11-5 6-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.14 7-9 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) 0.40 7-9 742 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(ILL) 0.10 7-9 999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEDGE WEBS Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1031/0-8-0, 10=947/Mechanical Max Horz 1=125(LC 10) Max Upliftl=-88(LC 10), 10=-104(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2518/688, 2-16=-2464/697, 2-17=-2132/537, 3-17=-2048/545, 3-4=-1109/334, 6-10=-947/322 BOT CHORD 1-9=-816/2404, 8-9=-628/1778, 7-8=-628/1778, 6-7=-351/1054 WEBS 2-9=-409/210, 3-9=0/485, 3-7=-866/326, 4-7=-89/618, 4-6=-1234/410 PLATES GRIP MT20 244/190 Weight: 122 lb FT = 20% Structural wood sheathing directly applied or 3-2-9 oc purlins, except end verticals. Rigid ceiling directly applied or 6-5-12 oc bracing. 1 Row at midpt 4-6 NOTES- 1) Unbalanced roof live loads have been considered forth is design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft; L=49ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 11-1-7, Exterior(2) 11-1-7 to 18-0-0 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 1 except (jt=lb) 10=104. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. sesses Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - Y 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 iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p a fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Duality 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 T70559659 973640 B20 HALF HIP 2 1 b Reference o tional 6-9-15 RM pi rage ID: LO WYMouvC KPeLJ9gl FVdQZyxtPo-G8zH IUUJbAM pzzfbFFpjEP7H ItmtzXXZuieP I WzeyTd 20-0-0 24-10-8 6-2-12 4-10-8 Scale = 145.0 3.00 12 4x12 = 2x4 II 4 5 3x8 3x4 = 3x6 = 3x6 = 3x4 = 3x6 = 1 [o 10 1-0-0 1 4- 11-4-6 0-0 4-10-8 4- 1-4 I. 0-4- 10-0-6 8-7-10 4-10-8 0- -12 Plate Offsets (X.Y)-- f1:0-0-4 1-7-131 f1:0-3-0 Ed gel f3:0-3-0 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.15 9-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.41 9-15 >723 240 BCLL 0.0 " Rep Stress Incr YES WB 0.94 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.10 7-9 >999 240 Weight: 125 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEDGE WEBS 1 Row at midpt 3-7 Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1031/0-8-0, 10=947/Mechanical Max Horz 1=139(LC 10) Max Uplift 1 =-86(LC 10), 10=-107(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2514/632, 2-16=-2456/642, 2-17=-2010/455, 3-17=-1906/456, 3-4=-806/218, 6-10=-947/318 BOT CHORD 1-9=-779/2402, 8-9=-562/1670, 7-8=-562/1670, 6-7=-243/749 WEBS 2-9=-527/243, 3-9=0/537, 3-7=-1069/367, 4-7=-102/664, 4-6=-1081/348 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft; L=49ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 13-1-7, Exterior(2) 13-1-7 to 20-0-0 zone, cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 1 except (jt=lb) 10=107. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. aesees 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 p iTek 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 iVl 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, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T10559660Lb973640B22HALFHIP21 Reference (optional) Z 0 6-6-0 r.oeu s,vpr ` u io mi i ex ru-smes, mc. i nu rmar uz 1 s:os:lu zu1 r rage i I D: LO WYMouvCKPeLJ9gl FVdQZyxtPo-G8zH IuuJbAMpZzfbFFpj EP7FYtgZzahZuieP I WzeyTd 7-0-0 2108 Scale = 1:45.0 4x12 = 2x4 II 3x8 V 3x8 MT20HS = a 3x6 = 2x4 ii 3x4 = 3x4 = 3x6 = BE 8-6-0 15-0-0 22-0-0 24-10-8 0-4- 7-2-0 6-6-0 7-0-0 2-10-8 Plate Offsets (X Y)-- f1:0-0 4 1-7-131 f1:0-3-0 0-0-01 f3:0-3-0 0-3-41 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.13 8-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.36 8-10 >835 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.09 8-10 >999 240 Weight: 131 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing. WEDGE WEBS 1 Row at midpt 3-7 Left: 2x4 SP ND.3 REACTIONS. (lb/size) 1=1031/0-8-0, 11=947/Mechanical Max Horz 1=153(LC 10) Max Upliftl=-82(LC 10), 11=-110(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-2424/505, 2-17=-2375/514, 2-3=-1609/363, 3-4=-493/112, 6-11=-947/312 BOT CHORD 1-10=-664/2304, 9-10=-664/2304, 8-9=-664/2304, 7-8=-462/1507, 6-7=-143/442 WEBS 2-8=-828/214, 3-8=0/488, 3-7=-1233/366, 4-7=-112/702, 4-6=-995/322 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=5.Opsf; BCDL=5.Opsf; h=15ft, B=59ft; L=49ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 15-1-5, Exterior(2) 15-1-5 to 22-0-0 zone, cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1 except (jt=lb) 11=110. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 piTek' 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, Alexantlda, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply T10559661 973640 B24 Half Hip 2 1 ob Reference o tional al a rpr re zuio miieK nousmes, inc. i nu mar uz — i i zu i r rage i ID: LO WYMouvC KPeLJ9gl FVdQZyxtPo-kLXfVDvxMTUgB7 EopyKymdfPPG7xi3?i7LOzgyzeyTc 8-8-0 7-8-0 7-8-0 6-10-8 3.00 FIT 4x6 4x6 = 4 5 3x8 11 10 8 7 3x6 = 2x4 11 3x8 MT20HS = 3x4 = Sx12 = III Scale = 147.0 I 0 1-0-0 8-0 8-8-0 16-4-0 24-0-0 4-t0-8 8-0 7-8-0 7-8-0 0-4-0 7-8-0 Plate Offsets (X.Y)-- f1:0-0-4 1-7-131 11:0-3-0 0-0-01 12:0-3-0 0-3-01 15:Edge 0-3-81 17:0-1-12 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.14 8-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.45 7-8 >662 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 11 n/a n/a BCDL 10.0 Code FBC2014(TP12007 Matrix-M) Wind(ILL) 0.11 7-8 >999 240 Weight: 127 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-5 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. 5-11: 2x4 SP No.2 WEBS 1 Row at midpt 2-8, 3-7 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1031/0-8-0, 11=947/Mechanical Max Horz 1=167(LC 10) Max U plift 1 =-79(LC 10), 11=-114(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-17=-2419/447, 2-17=-2370/456, 2-3=-1464/282, 6-11=-947/306, 5-6=-250/0 BOT CHORD 1-10=-625/2299, 9-10=-628/2293, 8-9=-628/2293, 7-8=-393/1372 WEBS 2-10=0/258, 2-8=-961/246, 3-8=-1/566, 3-7=-1461/412 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=5.Opsf, BCDL=5.Opsf, h=15ft, B=59ft; L=49ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 17-1-7, Exterior(2) 17-1-7 to 24-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Ot=lb) 11=114. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not Fm;q' a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall sawp p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V1iTek* 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, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T10559662 973640 C2 JACK -OPEN 4 1 Lb Reference o do al ProBuild, Sanford, FL 32771 Him T640 s Apr 19 2016 MiTek Industries, Inc. Thu Mar 02 13:53:13 2017 Page 1 ID:LOWYMouvCKPeLJ9gIFVdQZyxtPo-gjfPwv Bu5kORQOAwNNQs2kxp4?,,6_fafl4vq—, Scale = 1:7.0 1-8-0 i 1-11-11 1-8-0 0-111 Plate Offsets (X,Y)-- 11:0-7-0.0-0-81. 11:0-0-4.Edgel 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 0.07 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.00 4 >999 240 Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=176/0-8-0, 2=3/Mechanical, 3=-19/Mechanical Max Horz 1=14(LC 10) Max Uplift 1 =-57(LC 10), 2=-7(LC 3), 3=-19(LC 1) Max Grav 1=176(LC 1), 2=5(LC 15), 3=4(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 13=59ft, L=49ft; eave=4ft, Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Solid blocking is required on both sides of the truss at joint(s), 1. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 propedy incorporate this design into the overall p ek" 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 iViiT 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, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T10559663Lb973640C4JACK -OPEN 4 1 Reference o do al r+Ni raye ID:LOWYMouvCKPeLJ9qlFVdQZyxtPo-gjfPwvwBu5kORQ' Aw NQs2kxj4?eA6_?aft4vgzeyTa LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 8 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) 0.01 8 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(ILL) 0.01 8 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=65/Mechanical, 3=38/Mechanical, 1=210/0-8-0 Max Horz 1=27(LC 10) Max Uplift2=-17(LC 10), 1=-15(LC 10) Max Grav 2=65(LC 1), 3=46(LC 3), 1=21 O(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:9.5 PLATES GRIP MT20 244/190 Weight: 14 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft, L=49ft; eave=4ft, Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone, cantilever left and right exposed ;C-C for members and forces M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 1. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. sesses 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 propedy incorporate this design into the overall pbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i1 iTek 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 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 T10559664 973640 E6 JACK -OPEN 8 1 ob Reference (optional) roCulla, Santom,-L'$21/1 6-ao N10 7.640 s Apr 19 2016 MiTek Industries, Inc. Thu Mar 02 13*53:14 2017 Page 1 I D: LO WYMouvC KPeLJ9gl FVdQZyxtPo-9wCn8FxpfOsF2azM U4ufOFH37U HJvYE8pJcdRHzeyTZ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.03 3-8 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) 0.07 3-8 965 240 BCLL 0.0 ' Rep Stress Incr YES W3 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-M) Wind(LL) 0.05 3-8 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=123/Mechanical, 3=66/Mechanical, 1=286/0-8-0 Max Horz 1=41(LC 10) Max Uplift2=-34(LC 10), 1=-21(LC 10) Max Grav2=123(LC 1), 3=86(LC 3), 1=286(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale: V=1' NO N PLATES GRIP MT20 244/190 Weight: 20 lb 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) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft; L=49ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-0-0 to 4-10-6, Exterior(2) 4-10-6 to 5-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 1. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ses— 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 p pbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " i iisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the Tek• 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, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T10559665 973640 E6S JACK -OPEN 13 1 Job Reference o tional y r rage ID: LO WYMouvC KPeLJ9gl FVdQZyxtPo-9wCn8FxpfOsF2azM U4ufOF H6tU LRvXsBpJcd R HzeyTZ 2-10-0 2-0-0 NO Scale: 1 "=1' 6 i 2-10-0 5 1.5x8 STP = 2x4 4-10-0 2-16-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 5-6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.00 5-6 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. All bearings Mechanical except (jt=length) 5=0-8-0, 6=Mechanical. lb) - Max Horz 6=32(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 3, 5, 6 Max Grav All reactions 250 Ito or less at joint(s) 3, 4, 5, 6 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-170/296 Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft, L=49ft, eave=oft; Cat. ll; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Corner(3) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 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) 3, 5, 6. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. seesse 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 propedy 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 p p iTek' 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 T10559666 973640 NX GABLE 1 1 Job Reference o tional ProBuild, Sanford, FL 32771 6-4-0 6-8-0 4x6 = 7.640 s Apr 19 2016 MiTek Industries, Inc. Thu Mar 02 13:53:15 2017 Page 1 ID: LO WYMouvC KPeLJ9q IFVdQZyxtPo-d6mALbyRQi_6gkXZ2oPuxTg8kuZnesgl2zMAzjzeyTY 6-8-0 6-4-0 Scale = 146.0 5 rrob0 6x8 = 5x8 = 5x8 = 3x12 MT20HS = Special 6-4-0 13-0-0 19-8-0 26-0-0 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TP12007 CS1. TC 0.68 BC 0.56 WB 0.62 Matrix-M) DEFL. in Vert(LL) -0.21 Vert(TL) -0.49 Horz(TL) 0.11 Wlnd(LL) 0.16 loc) I/deft Lid 6-7 >999 360 6-7 >636 240 5 n/a n/a 6-7 >999 240 PLATES MT20 MT20HS Weight: 179 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 `Except` 3-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 1=2118/0-8-0, 5=2123/0-8-0 Max Horz 1=-72(LC 23) Max Uplift 1=-355(LC 8), 5=-358(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-4931/832, 2-3=-4349/720, 3-4=-4349/720, 4-5=-4950/841 BOT CHORD 1-42=-749/4612, 42-43=-749/4612, 43-44=-749/4612, 9-44=-749/4612, 9-45=-749/4612, 45-46=-749/4612, 8-46=-749/4612, 7-8=-749/4612, 7-47=-757/4631, 47-48=-757/4631, 48-49=-757/4631, 49-50=-757/4631, 6-50=-757/4631, 6-51=-757/4631, 51-52=-757/4631, 52-53=-757/4631,5-53=-757/4631 WEBS 3-7=-208/1004, 4-7=-665/186, 2-7=-646/177 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft; L=49ft; eave=6ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip D6L=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except (jt=lb) 1=355, 5=358. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1300 lb down and 127 lb up at 13-0-0 on top chord, and 66 lb down and 40 lb up at 1-8-12, 66 lb down and 40 lb up at 3-8-12, 66 lb down and 40 lb up at 5-8-12, 66 lb down and 40 lb up at 7-8-12, 66 Ito down and 40 lb up at 9-8-12, 66 to down and 40 to up at 11-8-12, 66 lb down and 40 Ito up at 13-8-12, 66 lb down and 40 lb up at 14-3-4, 66 Ito down and 40 Ito up at 16-3-4, 66 Ito down and 40 lb up at 18-3-4, 66 lb down and 40 lb up at 20-3-4, and 66 Ito down and 40 lb up at 22-3-4, and 66 to down and 40 lb up at 24-3-4 on bottom chord. The design/selection WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 Nil' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p p iTek building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the iUl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 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 T10669666 973640 NX GABLE 1 1 Lb Reference o tional Doom our /.b u s Apr iv zuib MI I eK Inaus[nes, Inc. I nu Mar u2 13:b3:1b 2u1 i Page 2 1 D: LO WYMouvC KPeLJ9q IFVdQZyxtPo-51 KYYxy3B06ylu6lbVw7TgMJ UHvONJ4RHd5kW9zeyTX NOTES- 12) Special hanger(s) or other connection device(s) shall be provided at 13-0-0 from the left end sufficient to connect truss(es) to back face of bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 13) 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, 3-5=-60, 36-39=-20 Concentrated Loads (lb) Vert: 8=-66(B)3=-1300(F)42=-66(B)43=-66(B)44=-66(B)45=-66(B)46=-66(B)47=-66(B)48=-66(B)49=-66(B)50=-66(B)51=-66(B)52=-66(B)53=-66(B) WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-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 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 iViiTek' 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 ANSIITP11 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 T10559667Lb973640R6Jack -Open 2 1 Reference (optional) roBuild, Sanford, FL 32771 7.640 s Apr 19 2016 MiTek Industries, Inc. Thu Mar 02 13:53:16 2017 Page 1 ID: LOVVYMouvC KPeLJ9q I FVdQZyxtPo-51 KYYxy3BO6ylu6lb Vw7TgMKd HwQNSkRHd5kWgzeyTX 4-9-14 8-5-13 4-9-14 3-7-15 Scale = 1:16.6 PI0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.13 3-8 789 360 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) 0.22 3-8 464 240 BCLL 0.0 " Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.08 3-8 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=162/Mechanical, 3=89/Mechanical, 1=318/0-8-0 Max Horz 1=41(LC 8) Max Uplift2=-54(LC 8), 1=-94(LC 8) Max Grav 2=162(LC 1), 3=107(LC 3), 1=318(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 28 lb 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) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft, L=49ft; 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 100 lb uplift at joint(s) 2, 1. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST-TOENAIL Detail. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 7=61(F=31, B=31) 8=68(F=34, B=34) 10=-25(F=-12, B=-12) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 WOWT building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IY1 OW 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, Alexandria, VA 22314. Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O' T1fi 1 I For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular4x4toslots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: 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 c3,4 4 O O a O o O G-8 C6-7 C5-6 F— BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 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 building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or 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. r w Product Approval Specification Form Permit # Project Location Address 41 o,N # 1 7- 6 2 7, SANFORD # 1 7- 1 1 7 6 rd FL 32771 FpaR rM As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.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 Masonite International 49041 Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 A .. Category / Subcategory 3. Panel Walls Manufacturer Product Description Florida Approval # including decimal) Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Tamko Building Underla ments Roofing Fasteners nq 23-4 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 Hilhnnniiim Metals, Inc Other 16568.1 June 2014 Category / Subcategory 5. Shutters Manufacturer Product Description Florida Approval # include decimal) Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railin 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) Sr. June 2014 7/28/2015 Florida Building Code Online an , err E 01dd t?[, Log In j User Registration ! Hot Topics Submit Surcharge Stats & Facts i Publications FBC Staff ; f BCIS Site Map Links SearchCri1avBCISHome Busines Profe17pO cProduct Approval' ss )t(-a'l USER: Public User Regulation emmammum Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Documentation from approved Evaluation or Validation Entity FL4904-R7 Affirmation 2014 Approved Masonite International 1955 Powis Road West Chicago, IL 60185 615) 441-4258 sschrei ber@masonite.com Steve Schreiber sschrei ber@masonite ^ com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 r I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Yes No N/A Product Approval Method Method 1 Option A https:/Hlor.idabuilding.org/pr`pr_app dti.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLuXXbtTsEXpIAQ%3d 1/4 7128/2015 Florida Building Code Online Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 Summary of Products FL # M del, Number or Name Description i 4904.1 I Wood -edge Steel Side -Hinged Doori - Units 6'-8" Opaque I/S and 0/5 Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4204 R7 C CAC NI006110 Ol odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0128 odf Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Verified By: National Accreditation & Management Institute Created by Minimum Design Loads for Buildings and Other Structures, Independent Third Party: Evaluation Reports does not exceed the design pressures listed. 3'-0" x 6'-8" FL4904 R7 AE 504A odf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yesrequired, hurricane protective system is NOT required. See DWG-MA-FLO128-05 for details. 4904.2 Wood -edge Steel Side -Hinged Door Units 8'--O Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110 02 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +70,0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0129 odf Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Verified By: National Accreditation & Management Institute Created Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-O" x 8'-0" max nominal size. When large missile impact resistance is by Independent Third Party: Evaluation Reports FL4904 R7 AE 503A odf Created by Independent Third Party: Yes required, hurricane protective system is NOT required. See DWG-MA-FLO129-05 for details. L4904.3 Wood -edge Steel Side -Hinged Door Units_ 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110 Ol odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 fI FL0128 odf Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Verified By: National Accreditation & Management Institute Created Minimum Design Loads for Buildings and Other Structures, by Independent Third Party: Evaluation Reports i does not exceed the design pressures listed. 12'-0" x 6'-8" FL4904 R7 AE 502A.odf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yesrequired, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG MA-FL0128-05. 4904.4 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S Door w/ or w/o Sidelites — Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NIO06110 02 odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date 12/31/2020 Design Pressure: +45.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0129 odf Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Verified By: National Accreditation & Management Institute i Created Minimum Design Loads for Buildings and Other Structures, by Independent Third Party: Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4904 R7 AE 501A odf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA-FL0129-05. 4904.5 Wood -edge Steel Side -Hinged Door 8'-W Opaque O/S w/ or w/o Sidelites — ------------------------ Units https:ltfloridabui Idirig.orglprlpr_app_dti.aspx?param=wGEVXQwtDgtelulwH N bbiSciO°lo2baWgluXXbtTsEXoIAQ%3d WA wa,j0 ,ye-14e SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES I. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN (,CADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDEL ITES. 1 IN TrIE HVHZ. FACTORY PRIMED DOORS MUST' BE PAIMTEO IN ACCORDANCE WITH SECTION 2220 DF THE FOG. 4, POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESUIJ I SELF IGNITION iEA;P ASTM D1929 740 `F > 650 F RATE_OF BJRNING ASTM p6}$ 0 77 IN/MIN SMOKE DENSITY ASTM 02843 13.4% ` TEi4sit-E STRENGTH• 1 ASTMM 0638 17.50% DIFFDIFF COMPARATIVE TENSILE. STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD I m Cl 0 0 Ll 0 01 ull- 0 L 1 I SJN p0(7R I hIT QQQ5LE DOOR UNIT TABLE OF CONTENTS HEE'J I( DESCRIPTION TYI ICAL ELEVATIONS & GENERAL NOTES 2 ANCHCRING LOCATIONS & UEIAll5 3 1ANCHORING LOCATIONS Fi DETAILS 149- MAX. OVETLILL FRAME WIDTH 21" MAX 36.375" MAX. w D.L.O. — PANEL WIDTH 37.5" MAX. W/ASTRAGAL I I FRAME- WIDTH J 0 0 0 c Z. tU 4- j{J ; n_ L)92BJ_E DOOR UNIT W/SIDEL/TES 0 H_ Fj 0. DOILil CC Ei JJ IN .LE_24R J WJ=Ft.4E(!TF 5 v_GL g9_? UIv h77H SIP.ELITE SJNGLE 0QR-01T WjSID£UTE5 WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE_ CONAG MAX WIDTH 1^1SWING OVISWING INSWING CUTSWING XEEt_ 37 S +76A -76 0 +76 0 76.0 +19.0 -19.0 +55.0 55 0 XX 74- -TSS.O -55.0 •TSp Q 55.0 +i9 D 15 U _ F55.0 _ 55.0 OX or XO '/$ -}55 u 55 O +55.0 55.0 9.0 - j 9 {J' +55.0 -55.0 0 0 7125T-1--50 $5;0 +55.0 _ S5A a 19.0. -140 +55,0 -SSS) OXXO '-- 149 + 55- f 55.0 +55.0 % -55190 SS 0 AMdenda 10 NAW Certdraliotl t a.: nJ J o y , J J a,t= t ftereac-0 Br GeteR 01 r- p041? UNIT__%/EL.Lt" L KURT BALTHAZOR FLORIDA P. E. 56.533 sc. & N. T.S. ow •. or. SWS fflK. HY: 3' SEE DUN. C" m m io 0 ow SEE DETAIL D" a — w 1" w O N a C io B x 2_1/2., j{±0 x 9„ / #8 x 2-7/2" 10 x 5/8" 8 x 2-1/2" _ #10 x i" 10 x 5/8» 0 #10 x 3/4" 10 x 2' DETAIL "E" ASTRAGAL_. FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DE'iAJL "D" DETAIL "C" STRIKE PLATE TO FRAME AS SHOWN. TYPICAL. sz" o. Addemm lB f AMI p I CerahCationN9.:_L l'L°ati LL,;,if r T.375" i R6rzxedBy: .. INSW;IVG._THRESHOLD OUTSWING THRESHOLD 4 Ln U 03 s (D a w z C) f= q U) cc Z w < Z 4 z 'n Z, W S EE DETAIL 6 ASTRAGAL RETAINER BOLT HOLE MUST 8E DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH a z FOR A 1.375" THROW I DETAIL "F" ASTRAGAi: c v 0on hrv` IG (1/8- TEMP. CUSS) DOW 995.. Wj OPTIONAL DECORATIVE INSERT' ALUM. STEEL OR BUTT SPACER I/2- SITE Wo11) f6 % I-1/2- FHS DATE: 7111, SCX- I- N.T.S. RY: 549$ Owc. l;; t 1 DWG n^ OOw 9... N R INIM11 R DlWW,NC NO.: OWG-MA-FL0t28 IYP1cAL_rG DErA1t SHEFT 2 DF , SEE 0CFAIL. C" Silf. 2 TAc fW,EA_T_ DETAi 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. L.OMAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM I'HE DIFFERENT FASTENERS BEING CONSIDERED FOR USE, JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" I'APCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO '_STRUCTURE. 5. > iINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. i 3' u SEE DETAIL _ j.,D" Sill. 2 a1 0 4A I 3" HARDWARE_SCHEDULE I. K.WIKSEI SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL. MORTISE BUTT HINGES t.50" n:Irl 0.25" MAXSIIIM ci. TYPICAL WOOD BUCK ANCHOR INSIALI...ATION 1-25MIN 1 F. 0,25MAXHIM CL —'1 L_ TYPICAL MASONRY ANCHOR INSTALLATION na u) O 0- U C) C) F= z tr} w Q D zap_ ti i7Ln CJ C7CIO LLi Adddrdm to NAMI Ce"'kalimNo: t n r • _ L y owc. r: S J' R,erienl By: Dale CwC- MA-R0128-05 Of Company: Masonite International Corporation Certification No.: N1.006110.01 1955 Powis Road Certification Date: 07/23/2005 West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Date: 11/21/2014 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites w/Wood Frame unless noted) Specification: TAS 201/202/203 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing withinNAMI's Certified Product Listing at tnvw.Namicer-tification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI'). Configuration Inswing or outswing Glazed or Opaque Maximum Size Structural Design Pressure Water Test Pressure Missile Impact Rated Test Report Number Drawing Number & Comments X I/S Opaque 3'0" x 6'8" 76/-76 2.86 psf Yes NCTL.: 210-2929-1 Sin-1c M3X11nLIm Panel Size: 3'0" x 6'8" X O/S Opaque 3'0" x 6'8" 76/-76 8.25 psf Yes Anchor Detail-MA-FL.0I28-05 NCTL-210-2929-1 Single Maximum Panel Size: 3'0" x 618" XX I/S Opaque 6'0" x 6'8" 55/-55 2.86 psi' Yes Anchor Detail-M.A-1i1.0128-05 NCTL-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" XX O/S Opaque 6'0" x 6'8" 55/-55 825 psf Yes Anchor Detail-MA-FLO128-05 NCTL-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 618" XO/OX I/S Opaque Door 6'0" x 6'8" 1-55/-55 2.86 psf Door -Yes Anchor Detail-MA-FL0128-05 NCTL 210-2930-1 Single tidSidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0"x 6'8"/Sidelite: 3'0"x6'8" XO/OX O/S Opaque Door 6V' x 628" 55/-55 825 psf Door -Yes Anchor Detail-MA-1=t.0128-05 NCTL-210-2930-1 Sin,fle w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" OXO US Opaque Door TO" s 6'8" 55/-55 2.86 psi' Door -Yes Anchor Detail-MA-1`1_0128-05 NCTL210-2930-1 Single xv/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 30" x 6'8" OXO O/S Opaque Door 9'0" x 6'8" 551-55 825 psf Door -Yes Anchor Detail -MA -PLO I28-05 NCTL-210-2930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" OXXO I/S Opaque Doors IT4" x 6'8" 551-55 2.86 psf Doors -Yes Anchor Detail-MA-,FLO128-05 NCTL210-2930-1 Double xv/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" OXXO O/S Opaque Doors 12'4" x 6'8" 55/-55 8.25 psf Doors -Yes AnehorDetail MA-FLO128-05 NC11-2102930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size. 3'0"-, 6'8"/Sidelite YO" x 6'8" An: hor Detail-MA-FL0128-05 Nall ial Auci eu,tation oz 1vianagement institute, I11e./4794 Ueorge Washington Memorial Highway/1-layes, VA 23072 Tel: ( 804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 504A 336-945-9695 Date: 12/29/09 Product: Single Door 3'x6'8" Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FL0170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FL0174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3116" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: silo wood screw Side member: Douglas Fir -Larch Side member thickness: t,= 1.000 in Side member dowel bearing strength: F = 4,650 psi Minimum required penetration: 1.330 in Duration Factor: Co = 1.6 ND5 2005, 11.3) Main member: Spruce -Pine -Fir Main member thickness: tin = 1.500 in Main member dowel bearing strength: F_ = 3,350 psi Screw bending yield strength: Fyb = 80,0oo psi Tabulated lateral design value: Z= 107.0 Ibs Allowable Design Value: Z'= 171 Ibs/anchor Mode IV Fastener type: 3/16" ITV Topcon N.O.A.07-1126.10 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 Ibs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 Ibs Actual edge distance: 2.50 in Design value per interpolation: Z = 189 Ibs Allowable Design Value: Z'= 189 Ibs/anchor Minimum anchor capacity: 171 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors Pressure against stabs with bump threshold: 36.38 I 79.25 A2 A2 Al Single. Pressure away from stops: 36.38 Al I Al 79.25 UMA Design pressure: 85.0 psf Area Load Ind. Max. Anchor Cap. LoadZone Z ) ftQtyIbs) in) O.C. Result in) Ibs) lbs) Al 2.3 195 N/A N/A 171 2 98 OK AZ 7.7 656 6.00 18.00 171 5 131 OK Design pressure: 85.0 psf Zone Area zft) Load Ibs) Ind. in) Max" O.C. Anchor ResultCap. Qty Load in) Ibs) Ibs) Al 10.0 851 6,00 18.00 171 5 170 OK NN 9 1 • ! y 0 r .... r 0 030. pAy ULuis R. Lomas P.E. A ` FL No.: 62514 F+ . , • , . GN .i 1n12010 0 Luis R. Lamas P. E 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 504A 336-945.9695 Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 Design pressure: 85.0 psf A A2 i A2 79.25 Zone Area 2ft) Load lbs) Ind, in) Max. O.C. in) Anchor ResultCap. Ibs) Qty Load lbs) A, 2.3 1 195 N/A NIA 171 2 98 OK Az 8.9 753 b.00 18.00 171 5 151 OK Anchor locations: 36.38 i-...-......_... 18.E 9-.....- 6.00 TYR '— 6.00 TYP, t i 6.00 79.25 0 I 13.45 MAX. O.C. t 1—_. 6.00 I Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2of2 A;,-4TAT OF ; w= Fd'•10i21?. C' J/s ONA1.1 Luis R. Lomas P.E. FL No.: 62514 1 /7/2010 7/28/2015 Florida Building Code Online Iovida Pepilmentef BCIS Home Log to User Registration Hot Topics Submit Surcharge i Stats & Facts i Publications FBC Staff BCIS Site Map { Links search Busines X ProductPCoiessit " I I USER: Pubiic icU erovai Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17880 Application Type New Code Version 2014 Application Status Approved Approved by DBPR, Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors< Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 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 Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/09/2015 Date Validated 07/09/2015 Date Pending FBC Approval Date Approved 07/16/2015 Year 2008 httpsillflotidabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDg12ZOX6B2Y1UlXUEGeFd2vFOOy8wzGd7cAcYZJpZFQ5Yw%3d%3d 1/3 7/28/2015 Florida Building Code Online Sumro mofPductsr--- — .-- I FL # Model, Number or Name Description `W 17880. 1 1 910/3910 SGD 72x80 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 RO C CAC APC 910 Fin 72x80 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/25/2016 Design Pressure: +40/-50 Installation Instructions Other: R-PG40. Units must be glazed per ASTM E1300-04 FL17880 RO II Install Instructs - 910 OX 72x80 As Tested with safety glass. 98644).ndf Verified By: American Architectural Manufacturers Association j Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17880. 2 910/3910 SGD 72x96 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 RO C CAC APC 910 Fin 72x96 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/29/2016 Design Pressure: +30/-30 Installation Instructions Other: R-PG30. FL17880 RO 1I 08-01901 512593 odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17880 RO AE 512593 72x96 odf Created by Independent Third Party: Yes 17880. 3 910/3910 SGD 107x96 Fin Frame O.OX W Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 RO C CAC APC 910 Fln 107x96 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/29/2016 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17880 RO 11 08-02491 513254 odf i Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17880 RO AE 513254 107x96 odf Created by Independent Third Party: Yes 17880. 4 910/3910 SGD 72x80 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 RO C CAC APC 910 Finless 72x80 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/12/2016 Design Pressure: +40/-50 Installation Instructions Other: R-PG40. Units must be glazed with safety glass, FL17880 RO II 0$ 01157A 511726A odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17880 RO AE 511726A 72x80 odf L by Independent Third Party: Yes Created17880. 5 1910/3910 SGD Limits Use 72x96 Finless Frame of Certification Agency Certificate Approved for use in HVHZ: No FL17880 RO C CAC APC 910 Finless 72x96.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/29/2016 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17880 RO 11 08-01901 512593 ndf i Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports I FL17880 RO AE 512593 72x96 odf Created by Independent Third Party: Yes 17880. 6 910/3910 SGD 1 107x96 Finless Frame O,OX Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 RO C CAC APC 910 Finless 107x96 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date I ImpactResistant: No 08/29/2016 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17880 RO II 08-02491 513254 odf Verified By: Luis R Lomas, PE PE-62514 https:// floridabui lding,orglprlpr_app_dtl.aspx?param=wGEVXQwtDgt2ZOX662Yl U lXU EGeFd2vFOOy8wzGd7cAcYZJpZFQ5Yw%3d%3d 2/3 Validator / Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approvalisbasedonsuccessfulcompletionoftests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory, 1. The listing below will be added to the next published AAMA Certified Products Directory, SPECIFICATION AAMA/WDMA/CSA 101/I.S.2/A440-08 R-PG40-1816x2019 (72x80)-SD Negative Design Pressure = -50 psf COMPANY AND CODE MI Windows & Doors, LLC Code: MTL RECORD OF PRODUCT TESTED CPD NO. SERIES MODEL & PRODUCT DESCRIPTION MAXIMUM SIZE TESTED 91013910 SGD (FIN) I FRAME PANEL 4106 (PVC)(OX)(OG)(INS GL) 1816 mm x 2019 mm 927 mm x 1962 mm REINF)(ASTM) (6'0" x 6'8") (31" x 6'5") 2. This Certification will expire February 25, 2016 (extended from February 25, 2014 per AAMA 106-13) and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: 98644.01-109-47 Date of Report: April 9, 2010 Date: December 5, 2013 Cc: AAMA JGS ACP-04 (Rev. 1/11) Validated for Certification h' 4-tL A oci ted Laboratories, Inc. Authorized for Certification American Architectural Manufacturers Association ELEVATION 72" 3" 48" on center im U ca a 00 Rnchors 1 1/4" Min, HEAD DETAIL penetration. Min Edge Distance A" 6 x 1 5/8' Screw Edge Distance A" JAMB DETAIL Caulk under nailing fin entire perimeter before fastening. 6 x 1 5/8' Sci Notes: 0 1. InstolloUon depicted based off of E E structural test report #98644.01-109-47. d 2. Fasteners are 16 x 1-5/8' screws. 3. Wood buck installations are assumed 2X S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial with bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Screw lengths shall be sufficient to guarantee 1 1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load bearing, non—compresible type. 6. The drawings depict the details necessary to meet the structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the design pressure shown and the design pressure claimed, For door sizes smaller than shown, locate head, sill and jamb fasteners 3' from each comer and 8' on center. Design pressures of smaller door sizes are limited to that of the test unit. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +40/-50 UNITS UP TO 72" x 80` SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) INSTALLATION INSTRUCTIONS V.M.R. 4-9-09 FASTENER SCHEDULE — FIN Windows &Doors 910/3910 Sliding Glass Door " OX" NONE 1 a 1 a. Gratz, PA Rr 910 XO Tnstatlatlon — a 7/28/2015 Florida Building Code Online Ior0a Depai 1_jn BCI$ Home i log In i User Registration ; NOC Topics i Submlt Surcharge Stats & Facts Publications j FBC Staff BcIS Site Map j Links Search .i BrrusiinfCC^es ) Product Approval I I JJi81hal USER: Public User j t (}y` 45..'lg. ut i1 ii Vi I Product Aooroval Menu > Product or Aeplication Search > Application List > Application Detail FL # FL17676-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 07/14/2015 07/14/2015 07/23/2015 Year 2008 hUps:llfloridabuilding.orglprlpr_app dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG1oCf5hOzkrKelOkRkLlv7ftvdmK8eq%3d°1%3d 1/4 7/28/2015 Florida Building Code Online S—um_m_pry of Products FL # _ I Model, Number or Name j Description 77676.1 3540 SH m 1 3604 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R1 C CAC APC 3540 Fin 36x74 odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 RI II Install - 3540 SH 36 x74 Fin odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676,2 13540 SH j 36x84 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-50 Other: LC-PG40. Units must be glazed in accordance with ASTM E1300-04, Certification Agency Certificate FL17676 Rl C CAC APC 3540 Fin 36x84 odf Quality Assurance Contract Expiration Date 07/27/2020 Installation Instructions FL17676 Ri II Install - 3540 SH Fin 36x84 odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 13540 SH j 40x66 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-45 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 RI C CAC APC 3540 Fin 40x66 odf Quality Assurance Contract Expiration Date 08/26/2016 Installation Instructions FL17676 R1 II Install - 3540 SH Fin 40x66 odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 3540 SH ,, 44x63 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-47 Other: R-PG40. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 Rl C CAC APC 3540 Fin 44x63 odf Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL17676 R1 II Install - 3540 SH Fin 44x63 odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.5 13540 SH ! 4402 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04, 17676.6 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R1 C CAC APC 3540 Fin 44x72 odf Quality Assurance Contract Expiration Date 08/01/2017 Installation Instructions FL17676 R1 II Install...-.3540 SH Fin 44x72 odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x84 Fin Frame Certification Agency Certificate FL17676 Rl C CAC APC 3540 Fin 44x84.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 Rl II Install -_3540 SH Fin 44x84,odf Verified By: American Architectural Manufacturers Association https:I/floridabuilding.org/prlpr_app d.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG1oCf5hOzkrKelOkRkLlv7ftvdmK8eg%3d%3d 2/4 Validator / Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory, SPECIFICATION RECORD OF PRODUCT TESTEDAAMA/WDMA/CSA 101A.S. 2/A440-08 LC-PG35*-911x1867 (36x74)-H Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTEDDESCRIPTION MI Windows & Doors, LLC 3540 SH (FIN) FRAME SASH Code: MTL 11355 PVC)(O/X)(IG)(INS GL) 911 mm x 1867 mm 860 mm x 919 mm REIN F)(TI LT)(ASTM) 3,0" x 6'2") 2'10" x TO") 2. This Certification will expire April 12, 2017 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: C7327.01-109-47 Date of Report: May 7, 2013 Date: September 3, 2013 Cc: AAMA JGS ACP-04 (Rev. 1 /11) Validated for Certification 4-;4- A4ocidLaboratories, Inc. Authorized for Certification American Architectural Manufacturers Association ELEVATION 2" typ, o.c" t max. 2" typ. 12' o.c. max. a a't"'CLEARANCE ALL FOUR SIDES) FLASH BY DTH Anchor See Sectlon De - Min Edge 7/16" HEAD DETAIL JZE HEADER AS NEEDED CAULK UNDER NAILING FIN ENTIRE PERIMETER BEFORE FASTENING. SHIM AS REQUIRED MUST ACHIEVEs1-t/4EW ( PENETRSHOWN ATION" SHEATHING) INTO STUD.e SILL DETAIL Notes: 1. Installation depicted based off of structural test report #C7327.01-109-47. 2. Wood screws shall satisfy the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S-P-F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be load bearing, non - compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners approx. 2" from comers and no more than 12" on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER T1PE AND SPACING SHOWN WILL &OW DESIGN PRESSURES UP TO +35/ —50 UNITS UP TO 36' x 74" SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) SHEATHING Min Edge 7/16" m,n, INSTALLATION INSTRUCTIONS .M.R. 12-14-09* mom& FASTENER SCHEDULE - FIN— ew ft JAMB DETAIL 3540 Single Hung NONE 11 WHICH Windows & Doors o 2' FRONT FLANGE) Gratz, PA 3540-3240 SH FIN - 7/28/2015 Florida Building Code Online r ' 4 o Florida L7e,,.:=gmentq BCIS Home Log in i User Registration j Hot Topics Submit Surcharge Stats & Facts % Publications FBC Staff i+ BCIS Site Map Links Search B sin s/",] ProfessilJlI t.t' Product Approval USER: ublic User Product Approval Menu > Product or Application Search > Application List > Application Detail a¢ FL # FL12194-RI Application Type Revision Code Version 2010 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 Address/Phone/Email 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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert J. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2015 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL12194 RI COI Trinity ERD CI - Nieminen pdf Standard AAMA 1402 ASTM E330 Year 1986 2002 hftps:lifloridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALiaTZZ%2fJiuPbVxGF%2fD57kxq%3d%3d 1/2 7/28/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/15/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/22/2011 Date Approved 01/31/2012 Date Revised 06/26/2015 Summa of Products FL # ; Model, Number or Name 1 Description 12194A Alumunum Coils Aluminum Soffit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +48/-64.2 Other: The design pressure noted herein relates to a specific installation of the 16" x 12" panel. Refer to the ER Appendix for design pressures of other panels / attachments. Aluminum soffit panels Installation Instructions FL12194 Rl II Al er121311FINAL ALUMINUM COILS FL12194-Rl.odf FL12194 R1 II A2 er121311FINAL ALUMINUM COILS FL12194-R1,Ddf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL12194 Rl AE er121311FINAL ALUMINUM COILS FL12194- R1_odf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street 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 electronicmailtothisentity. 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 apersonaladdress, 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 Approve l Accepts: am F981 Ed . . https:lttloridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALiaTZZ%2fJiuPbVxGF%2fD57kxg%3d%3d 2/2 2,38" F- CHANNEL (3/8-) ALUMINUM 0.0165" nominal rhickness Exterior Research and Design, LLC. d/b/a TrinityjERD Certificate of Authorization #9503 Robert Nienninen, PE-59166 18' BLANK 3 / 8 PROFILE 25 TYP. 0,125 TYR ITRINITY IERD 2, 625 REF. 50 TYR o aaafla oaaa aaaoaa aaaoa oaaaao aao a L. OUVERS FORMED IN SAME DIRECTIDN AS RIBS) Evaluation Report A13360.02.09-R1 for FL12194-RI Aluminum Coils, Inc, Revision 1: 12/13/2011 Appendix 1, Page 1 of 2 18' ru" VENT Exterior Research and Design, LLC. d/b/a TrinityjERD Certificate of Authorization #9503 Robert Nieminen, PE-59166 J TRINII T ERfl htt ' nh 11 Evaluation Report A13360.02.09-R1 for FL12194-R1 Aluminum Coils, Inc. Revision 1; 12/13/2011 Appendix 1, Page 2 of 2 r r s z S ": X: r w r`°. p r,,i `' r ,sr . , ,r•t, e%,:j C(Gu p pj It .i SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications F8C Staff I BCiS Site Map o Links Search i PtPro4ii'-USER: duct Approval Public User Product Aeproval Menu > Proouct or Application Search > Allpi;:atirn ! isc > Application Detail 1y a FL # FL2346-R5 a `tea Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205)553-1734 Ext115 Steven@Wa rriorRoofing, net Authorized Signature Steven Crew Steven@ WarriorRoofing.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205)553-1734 Ext1024 Steven@WarriorRoof'ing.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205)553-1734 Ext1024 Steven@WarriorRoofing, net Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/05/2019 Validated By Jesus Gonzalez, P.E. Validation Checklist Hardcopy Received Certificate of Independence FL2346 R5 COI PRI CMT Cert of In egendence.edf Referenced Standard and Year (of Standard) Standard Year ASTM D226 2006 ASTM D4869 2005 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. Documentation from approved Evaluation or Validation Entity Yes - No . N/A Product Approval Method Method 1 Option B Date Submitted 02/13/2015 Date Validated 02/13/2015 Date Pending FBC Approval Date Approved 02/19/2015 Summary of Products 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 InstallationInstructions. DO Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: PRI Construction Materials Technologies, LLC Test Reports Design Pressure: N/A Other: Primary roof covering should be installed FL2346 RS 'TR 15A Test Reoort.odF FL2346 R5 TR 30A Test Reoort.odf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346. 2 15w and 30w roofing felt ASTM D 4869 Tested Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A FL2346 RS It[nstallationInstructions odf Verified By: PRI Construction Materials Technologies, LLC Test Reports Design Pressure: N/A Other: Primary roof covering should be installed FL2346 RS TR 15vi Test Reoort.Quf FL2346 RS TR 30w Test Report odf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. aack Veit Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: $50-487.1824 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 of 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: W4I eC_1 Im re" tt- " Pik Report for: Warrior Roofing Manufacturing 3050 Warrior Road Tuscaloosa, AL 35405 Attention: Steven Crew Product ID(s): #30 Manufacturer: Warrior Roofing Manufacturing Tuscaloosa, AL) PRI-CMT Project No.: WRMI-008-02-02 Source: Warrior Roofing Manufacturing Date Received: Jul. 24, 2008 Date(s) Tested: Jul. 29, 2008 — Aug. 8, 2008 Purpose: Evaluate Warrior Roofing Manufacturing's (Tuscaloosa, AL) #30 for compliance with ASTM D 226: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing. Test Methods: Testing was completed as described in ASTM D 226-06, -05, and -97a: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing. Test methods assigned or referenced include ASTM D 70: Standard Test Method for Density of Semi -Solid Bituminous Materials Pycnometer Method); ASTM D 146: Standard Test Methods for Sampling and Testing Bitumen -Saturated Felts and Woven Fabrics for Roofing and Waterproofing; and ASTM D 6136: Standard Test Method for Kerosine Number of Unsaturated (Dry) Felt by Vacuum Method. Sampling: The sample received from Warrior Manufacturing on July 24, 2008 was a full factory labeled roll of felt. WRMI-008-02-02 PRI-CMT Accreditations: IAS TL-189: Miami -Dade 11-0429.05; Florida TST5878; Los Angeles TA24819; CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. Ri Cer irucUun Wta fiats Tachnofc i ltC cAQ8 Wager Dave Tama, rt 33610 Tel: 813-621-5777 Fa) 813-621-8MO e-mail maari Gtesriny pricmlcom we@Si'e: hLr:f%,vmi.p c nt ems; Warrior Roofing Manufacturing ASTM D 226 for 30 Page 2 of 3 Physical Rsi u;Jra%ienfs - Breaking Strength (Ibf/in-width) 20 specimens; 1" x 6" x thickness; Cond. 2h @ 73.4±3.6°F & 50±5%RH; Test @ 73.4±3.6°F; Rate=tin/min ASTM D 146 Longitudinal (with fiber grain) 66 30 40 Transverse (across fiber grain) 30 15 20 Pliability [PasslFailj 10 specimens; 1" x 8" x thickness; Cond. 10-15min in water @ 77±1,80F; Test 900 around radius in 2s ASTM D 146 j Y2" radius o" radius { Longitudinal (with fiber grain) J Pass No Failures No Failures Transverse (across fiber grain) Pass No Failures No Failures Loss on Heating (weight %) 2 specimens; 12' x 6" x thickness; Test Cond. 221±5°F for 5h±3min ASTM D 146 2 5 4 5 4 Dimensions and masses Width of Roll (in) ASTM D 146 36 36 36 Variation, % 0.3 0.7 0.7 Area, min (fe) Moisture at Point of Manufacture (%) ASTM D 146 ASTM D 146 216 NT 432 4.3 216 4.1 J As Received' I _ 3.0 5 4.3 5 4.1 l Net Mass of Saturated Felt (lb/100fe) ASTM D 146 27.3 11,6 26 Mass of Saturant (lb/100ft2) ASTM D 146 15.9 6.2 15,0 Percent Saturation (%) ASTM D 226 150 120 150 Saturation Efficiency (%) I ASTM ASTM D 226 NA y 70 Mass of Desaturated Felt (Ib/100ftz) D 146 10.6 5,2 10.0 Ash {°lo) ASTM D 146 4,0 5 10.0 10.0 Continued on Following Page WR+MI-008-02-02 PRI-GMT Accreditations: IAS TL-189; Miami -Dade 11-0429 05; Florida TST5878: Los Angeles TA24819 CRRC The test results, opinions: or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRl COnstr rp n tifaiLri?js i echncicgies LC 64?3 8alger 0n-,t T ampa.1` 33610 Tel: 813-621-57U Fax. e13-621-5340 e-mail, rnaieriaisws!inc,,«picmt,cern ,+/ebSite: http iiivhvj";,ricmi.xm Warrior Roofing Manufacturing ASTM D 226 for 30 Page 3 of 3 Perforated Felt (in'`) ASTM D 226 NA s 0.05 Average Venting Area (°I°) ASTM D 226 NA >_ 0.1 ••- Other I Unrolling @ 50OF and 140°F [PasslFaJE]:]ASTM D 226 Pamage No Damage Note( s): 1- Moisture (As Received) was utilized in lieu of Moisture at Point of Manufacture; NT- Not Tested: NA- Not Applicable Statement of Compliance: The product tested is compliant with ASTM D 226: Standard Specification for Asphalt - Saturated Organic Felt Used in Roofing and Waterproofing as Type II (No. 30). _..,.- Signed:', Signed: Brad GMY i/ Managing Director Date: Date: Report Issue History: Issue # I Date Pages I Revision Description (if applicable) Original 07/24/2008 3 NA Revisionl 11/09/2011 3 Revised to exclude reference to Florida Building Code 2007. Reissued, END OF REPORT WRMI- 008-02-02 PRI-CMT Accreditations: IAS TL-189-, Miami -Dade 11-0429 05: Florida TST5878 Los Angeles TA24819 CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report, PRI Caastru^'ten M2iert<a TeCnnpl w LLt; fi408 6.hlger Drkea Tampa cL'K613 Ti4. 813-621-aTf `3m 813-621.5&l0 s ru ii` r aterials es{in 1Cpr rm cnm ,a Srtt, h;tp' frn• .pr;cmtcem 91 NVARRIORI,i, ROOFING MANUFACTURING P.0.80X400 s TUSMOOSA,AL354U *PHONE (205)553-1734 *FAX (205)553-1755 193 LEROY ANDERSON ROAO 9 MONROE. CA 30M * PHONE (770) 207-0&% 0 FAX (770) 207-077549323DEVELOPMENTAVENUE * CHAMBERSBURG, PA 17201 # PHONE (71.7) 7MO323 * FAX (717) 709-0027 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 la'yer 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 afourinchoverlapovertheendofthepriorroll (sometimes referred to as end lap). The same fastening pattern used on the'raiddle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner, Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt, if you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each subsequent length a minimum of two inches as you move up the valley to,insure .- proper 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, I 7/28/2015 Florida Building Code Online or `Ud D rr,'YeiTf BCIS Home i log In i User Registration i Hot Topics I Submit Surcharge Stats & Facts j Publications FBC Staff $CIS Site Map ; Links eSearch Busines ,z) 1 05411'Product Approval USER: Public UserjPr f e } /irkI1egu'atio i Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL1956-R11 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 TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency UL LLC Validated By Robert J. M. Nieminen, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https:/ifloridabuilding.org/pr/pr_app otl.aspx?param=wGEVXQwtDgsp/p2fmGFoyT6raQ%2b%2bCX5ulUhFA3ULv8xAB4z%2bKOdbOlOtBwp/o3d%3d 1/4 7/28/2015 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 03/20/2015 04/02/2015 04/06/2015 FL # Model, Number Description or Name 1956.1 Elite Glass -Seal A three tab asphalt shingle, Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R11 C CAC Tamko Sery Conf FL 1956 2012 odf Approved for use outside FL1956 Rll C CAC UL certification 10-11-12 odf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be I FL1956 Rll II Glass Seal Elite Glass Seal aoo inst odf used only on roof slopes of 2:12 Verified By: Robert Nieminen 59166 or greater. Nails must be used Created by Independent Third Party: No as the method of attachment. Evaluation Reports iCreatedbyIndependentThirdParty: 1956.2 Glass -Seal A three tab asphalt shingle. 0 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R11 C CAC Tamko Sery Conf FL 1956 2012 odf Approved for use outside FL1956 Rll C CAC UL certification 10-11-12 odf HVHZ: Yes Quality Assurance Contract Expiration Date iImpactResistant: N/A 10/10/2015 i Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R11 II Glass Seal Elite Glass Seal arm inst odf used only on roof slopes of 2:12 Verified By: Robert Nieminen PE 59166 or greater. Nails must be used as the method of attachment. Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.3 I Heritage A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R11 C CAC Tamko Sery Conf FL 1956 2012 odf Approved for use outside FL1956 R11 C CAC UL certification 10-11-12 pdf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R11 iI Heritage D F J P goo inst odf used only on roof slopes of 2:12 FL1916 R11 II Heritage F aoo inst odf { or greater. Nails must be used i FL1956 Rll II Heritage T aoo inst odf i as the method of attachment. Verified By: Robert J. M. Nieminen FL 59166 Created by Independent Third Party: No i Evaluation Reports Created by Independent Third Party: 95,b,4 - Heritage 30 A dimensional asphalt shingle. I Limits of Use . Certification Agency Certificate Approved for use in HVHZ: No FL1956 R11 C CAC Tamko Sery Conf FL 1956 2012odf Approved for use outside 1 FL1956 R11 C CAC UL certification 10-11-12 pdf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 Rll 11 heritage 30 aoo inst aoril 10 odf used only on roof slopes of 2:12 FL1956 Rll II heritage 30 aoo inst f aoril 10 odf or greater. Nails must be used as the method of attachment. Verified By: Robert Nieminen PE 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956. 5 I Heritage 50 A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL19S6 R11 C CAC Tamko Sery Conf FL 1956 2012 odf Approved for use outside FL1956 R11 C CAC UL certification 10-11-12pdf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R11 II heritage 50 ago inst aoril 10 odf used only on roof slopes of 2:12 FL1956 R11 II heritage 50 am) inst f aoril 10 odf or greater. Nails must be used Verified By: Robert Nieminen PE 59166 as the method of attachment. Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: https: l/floridabuiiding.orglprlpr_app dtl.aspx?param=wGEVXQwtDgs%a2fmGFovT6raQ%2b%2bCX5ulUhEA3ULv8xAB4z%2hKO(it-,OlOtPwai')rla a,i ire THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. THIS PRODUCT IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER (BELOW 40°F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMPORTANT. It is not necessary to remove the plastic strip from the back of the shingles. 1. ROOF DECK These shingles are for application to roof decks capable of receiving and retaining fasteners, and to inclines of not less than 2 in, per foot. For roofs having pitches 2 in. per foot to less than 4 in, per foot, refer to special instructions titled "Low Slope Application". Shingles must be applied properly. TAMKO assumes no responsibility for leaks or defects resulting from improper application, or failure to properly prepare the surface to be roofed over. NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth, dry and free from warped surfaces. It is recommended that metal drip edges be installed at eaves and rakes. PLYWOOD: All plywood shall be exterior grade as defined by the Engineered Wood Association. Plywood shall be a minimum of 3/8 in, thickness and applied in accordance with the recommendations of the Engineered Wood Association, SHEATHING BOARDS: Boards shall be well -seasoned tongue - and -groove boards and not over 6 in. nominal width. Boards shall be a 1 in. nominal minimum thickness. Boards shall be properly spaced and nailed. 2. VENTILATION Inadequate ventilation of attic spaces can cause accumulation of moisture in winter months and a build up of heat in the summer. These conditions can lead to: 1. Vapor Condensation 2. Buckling of shingles due to deck movement. 3. Rotting of wood members. 4. Premature failure of roof. To insure adequate ventilation and circulation of air, place louvers of sufficient size high in the gable ends and/or install continuous ridge and soffit vents. FHA minimum property standards require one square foot of net free ventilation area to each 150 square feet of space to be vented, or one square foot per 300 square feet if a vapor barrier is installed on the warm side of the ceiling or if at least one half of the ventilation is provided near the ridge. If the ventilation openings are screened, the total area should be doubled. IT IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VENTILATION FASTENERS WIND CAUTION: Extreme wind velocities can damage these shingles after application when proper sealing of the shingles does not occur. This can especially be a problem if the shingles are applied in cooler months or in areas on the roof that do not receive direct sunlight. These conditions may impede the sealing of the adhesive strips on the shingles. The inability to seal down may be compounded by prolonged cold weather conditions and/ or blowing dust. In these situations, hand sealing of the shingles is recommended. To insure immediate sealing, apply 4 quarter -sized dabs of TAM-PROa' Premium SBS Adhesive or TAMKO Tam -Seal Adhesive on the back of the shingle 1 in. (25mm) and 13 in. (330mm) in from each side and 1 in. (25mm) up from the bottom of the shingle. Press shingle firmly into the adhesive. For maximum wind resistance along rakes, cement shingles to the underlayment and each other in a 4 in. (102mm) width of TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting in the asphalt flowing, dripping and staining. Shingles must also be fastened according to the fastening instructions described below. Correct placement of the fasteners is critical to the performance of the shingle. If the fasteners are not placed as shown in the diagram and described below, this will result in the termination of TAMKO's liabilities under the limited warranty. TAMKO will not be responsible for damage to shingles caused by winds in excess of the applicable mph as stated in the limited warranty. See limited warranty for details. FASTENING PATTERNS: Fasteners must be placed 6-1/8 in. from the bottom edge of the shingle, penetrating through the common bond, and located horizontally as follows: 1) Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener 1 in. back from each end and one 13-1 /2 in. back from each end of the shingle for a total of 4 fasteners. (See standard fastening pattern illustrated below). STANDARD FASTENING PATTERN NAILt—_ BON zor E i COMMON FASTENERS ems -•---•— ONO 6-1>i FEXPOSURE 5-5/8" 1 !!- - 12-1 /2" -P- 12-3/8" -1'- 12-1 /2"--, fa-1 " Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 71)09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St„ Tuscaloosa, AL 35401 800-228-2656tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 i.. x .,, ;. r , z ..may . , , .-,- •- F.... - ."a. , a:,. CONTINUED from page 1) Dallas, TX *Tuscaloosa, AL a Phillipsburg, KS e Joplin, MO 2) Mansard Fastening Pattern. (For use on decks with slopes greater than 21 in, per foot.) One fastener 1 in. back from each end and one fastener 8-1/2 in. back from each end and one fastener 16 in. back from each end for a total of 6 fasteners per shingle. (See Mansard and High Wind Fastening Pattern illustrated below.) MANSARD AND HIGH WIND FASTENING PATTERN i .._... FASTENERS NAIL ZONECOMMON BOND 6 EXPOSURE 5-5/3„ 1e-y Ita-+rz-+rz^-}f--s^-•}--tirz'"rf'••+rz"I f'--y. 3) High Wind Fastening Pattern. (For High Wind Application requirements) One fastener 1 in, back from each end, One fastener 8-1/2 in. back from each end and one fastener 16 in. back from each end for a total of six (6) fasteners per shingle. In addition to this shingle fastening pattern requirement for High Wind Application, TAMKO also requires the use of the following TAMKO products: TAMKO felts or underlayments; TAMKO Moisture Guard Plus underlayment at all eaves, rakes, and valleys; TAM KO or TAM -PRO cements and coatings products where required; TAMKO ventilation where required, TAMKO starter shingles if available in area, and TAMKO Hip and Ridge shingles installed on all hips and ridges. Along rakes, cement shingles to the underlayment and each other in a 4 in. (102 mm) width of TAM - PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Also, see local building codes for proper nailing application. High Wind Application is offered on new construction or complete tear -off applications only. It is not offered for recover applications. If High Wind Application requirements are not followed, the High Wind Application Warranty MPH, as stated on Table I in the Limited Warranty, reverts to the Standard Application Wind Warranty MPH limit. (See Mansard and High Wind Fastening Pattern illustrated above.) NAILS: TAMKO recommends the use of nails as the preferred method of application. Standard type roofing nails should be used. Nail shanks should be made of minimum 12 gauge wire, and a minimum head diameter of 3/8 in. Nails should be long enough to penetrate 3/4 in. into the roof deck. Where the deck is less than 3/4 in. thick, the nails should be long enough to penetrate completely through plywood decking and extend at least 1/8 in. through the roof deck. Drive nail head flush with the shingle surface. Properly Driven Improperly Driven W min diameter underdriven overdriven crooked Asphalt Shingles Decking straight, t straight, good panelration, Inadequate toa deep, cuts Inadequate and flush with shingle surface penetratlon into shingle anchorage STAPLES: If staples are used in the attaching process, follow the above instructions for placement. All staples must be driven with pneumatic staplers. The staple must meet the following minimum dimensional requirements. Staples must be made from a minimum 16 gauge galvanized wire. Crown width must be at least 15/16 in, staple crown width is measured outside the legs). Leg length should be a minimum of 1-1/4 in. for new construction and 1-1/2 in, for reroofing thus allowing a minimum deck penetration of 3/4 in. The crown of the staple must be parallel to the length of the shingle. The staple crown should be driven flush with the shingle surface. Staples that are crooked, underdriven or overdriven are considered improperly applied. Properly Driven Improperly Driven underdriven overdriven crooked Asphalt t1 Shingles i Decking I :i rron. CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE NAIL ZONEXOMMON BOND AS SHOWN IN THE DIAGRAM ABOVE. 4. UNDERLAYMENT UNDERLAYMENT: An underlayment consisting of asphalt saturated felt must be applied over the entire deck before the installation of TAMKO shingles. Failure to add underlayment can cause premature failure of the shingles which is not covered by TAMKO's limited warranty. Apply the felt when the deck is dry. On roof decks 4 in. per foot and greater apply the felt parallel to the eaves lapping each course of the felt over the lower course at least 2 in. Where ends join, lap the felt 4 in, If left exposed, the underlayment felt may be adversely affected by moisture and weathering, Laying of the underlayment and the shingle application must be done together, Products which are acceptable for use as underlayment are: TAMKO No. 15 Asphalt Saturated Organic Felt A non -perforated asphalt saturated organic felt which meets ASTM: D226, Type I or ASTM D4869, Type I Any TAMKO non -perforated asphalt saturated organic felt TAMKO TW Metal and Tile Underlayment, TW Underlayment and Moisture Guard Plus'" (additional ventilation may be required. Contact TAMKO's Technical Services Department for more information.) In areas where ice builds up along the eaves or a back-up of water from frozen or clogged gutters is a potential problem, TAMKO's Moisture Guard Pluso waterproofing underlayment (or any specialty eaves flashing product) may be applied to eaves, rakes, ridges, valleys, around chimneys, skylights or dormers to help prevent water damage. Contact TAMKO's Technical Services Department for more information. TAMKO does not recommend the use of any substitute products as shingle underlayment. S. APPLICATION INSTRUCTIONS STARTER COURSE: A starter course may consist of TAMKO Shingle Starter, self-sealing 3-tab shingles or a 9 inch wide strip of mineral surface roll roofing. If self-sealing 3-tab shingles are used, remove the exposed tab portion and install with the factory applied adhesive adjacent to the eaves. Attach the starter course with approved fasteners along a line parallel to and 3 in. to 4 in. above the eaves edge. The starter course should overhang both the eaves and rake edges 1/4 in. to 3/8 in. Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11r09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.eom Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 2 ti y a. CONTINUED from page 2) a a f, J ar Of t' Dallas, TX a Tuscaloosa, AL a Phillipsburg, KS e Joplin, MO SHINGLE APPLICATION: Start the first course with a full size shingle and overhang the rake edge 1/4 in. Cut 10-3/8 in. from a full shingle to form a shingle 29 in. long. Use this to start the second course (see diagram below). Cut a 23 in. long shingle to start the third course. Use the remaining 16-3/8 in. piece of shingle to start the fourth course and use the remaining 10-3/8 in. piece to begin the fifth course. Continue up the rake in as many rows as necessary using the same formula as outlined above. The butt of the shingle should be aligned with the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. exposure (see shingle application drawing illustrated on this panel). When you make your final cut at the roof's edge, flip any pieces that are 8 in. or longer back onto the roof. These pieces can be worked in anywhere without creating zippers or color variations. NOTE: Do not align joints of shingle courses when working in cut pieces. Joints should be no closer than 4 in, from one another. repeatcourses 5th course 4th course 3rd course 2nd course tst course Me t cut your first Co.— swn,la 1a make 29' anal a 10 3.s" Mm th. Cut a sacond ;hingfe to make a 23" and a 16 3.9' bngth. I t0 3r8" `y1 1 23' ; 16 are, l 17 q Bey'n apprKatw's with a lull length 5hmgte. L.Then ky your 29', 15 3f8' and 10 3,s' kngihs, AS yo Can See, Ihtae shinglas wiin Iwo Cuts make Ii,e CGmS t , I11318,r its 4' s '-2k 10-3r8" 3Comima working your o 7 acras the roa1. When you make yourlina1a,: ai 1he roofs edge, flip any pieces that are 8' or Iona WCk on:o tha roof. Then, pi-— tx —ke.^, in anyw't— Wthcul casting zippers or color ariatiorls. NOTE: Do not slign joints of shingle. Co.— when working In Cut pleces. Joints should be no closer than 4" from one anothv. S. LOW SLOPE APPLICATION On pitches 2 in, per foot to 4 in. per foot cover the deck with two layers of asphalt saturated felt. Begin by applying the felt in a 19 in. wide strip along the eaves and overhanging the drip edge by 1 /4 to 3/4 in, Place a full 36 in. wide sheet over the 19 in. wide starter piece, completely overlapping it. All succeeding courses will be positioned to overlap the preceding course by 19 in. If winter temperatures average 25°F or less, thoroughly cement the felts to each other with TAM -PRO or TAMKO Plastic Roof Cement from eaves and rakes to a point of a least 24 in. inside the interior wall line of the building. As an alternative, TAMKo's Moisture Guard PlusO self -adhering waterproofing underlayment may be used in lieu of the cemented felts. 7. MANSARD ROOF OR STEEP SLOPS ROOF If the slope exceeds 21 in, per foot (601, each shingle must be sealed with TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive immediately upon installation. Spots of cement must be equivalent in size to a $.25 piece and applied to shingles with a 5-5/8 in. exposure, use 6 fasteners per shingle, See Section 3 for the Mansard Fastening Pattern. 8. RE -ROOFING Before re -roofing, be certain to inspect the roof decks. All plywood shall meet the requirements listed in Section 1. Nail down or remove curled or broken shingles from the existing roof. Replace all missing shingles with new ones to provide a smooth base. Shingles that are buckled usually indicate warped decking or protruding nails. Hammer down all protruding nails or remove them and refasten in a new location. Remove all drip edge metal and replace with new. If re -roofing over an existing roof where new flashing is required to protect against ice dams (freeze/thaw cycle of water and/or the backup of water in frozen or clogged gutters), remove the old roofing to a point at least 24 in. beyond the interior wall line and apply TAMKO's Moisture Guard Plush waterproofing underlayment. Contact TAMKO's Technical Services Department for more information. Measurements will vary when nesting over an existing 5 in. exposure single roof: Call TAMKO Technical Services for further information. The nesting procedure described below is the preferred method for reroofing over existing metric size shingles with a 5-5/8 in. exposure. See description below: Starter Course: Remove the tabs and an additional portion from the head of a full size shingle so that its height is equal to the exposure of the existing shingles. Position the resulting strip over the existing roof edge (with the factory -applied adhesive strip along the eaves). Cut approximately 6 in. from the rake end and apply the remaining portion at the eaves. Continue the starter strip by applying full length shingle strips cut to height as above, evenly along the existing roof at the eaves. The existing roof should overhang the eaves far enough to carry water off into the gutter. If this is not the case, cut and apply the starter strip so that it will provide sufficient overhang for proper drainage. First Course: Remove an amount from the butt edge of a full-size shingle so that the remaining portion of the shingle fits between the butts of the existing third course. This course must also be applied evenly along the eaves edge of the new starter strip. Continued)] Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 vos Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District tramko.COtll 2300 35th St„ Tuscaloosa, AL 35401 800-228-2656 Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 3 Alt CONTINUED from page 3) HERITAGE" E r I. ASPHA16T r; r Dallas, TX e Tuscaloosa, AL e Phillipsburg, KS a Joplin, MO Second and Succeeding Courses: Remove 10-3/8 in. from the rake end of the first shingle in the second course, and continue with full width shingles for the remainder of the course, placing the top edge of each new shingle against the butt edge of the old shingle in the course above. This method should create an exposure of 5-5/8 in. after the first course. When beginning the succeeding courses continue to follow the Heritage application instructions. See section 5). Drip ec New 9.9ALLEY APPLICATION Over the shingle underlayment, center a minimum 36 in. wide sheet of TAMKO Nail-FastO, Moisture Guard Pluse or a minimum 50 lb. roll roofing in the valley. Nail the felt only where necessary to hold it in place and then only nail the outside edges. IMPORTANT PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLES TO FORM VALLEY. After valley flashing is in place: Apply the first course of shingles along the eaves of one of the intersecting roof planes and across the valley. Note: For proper flow of water over the trimmed shingle, always start applying the shingles on the roof plane that has the lower slope or less height. Extend the end shingle at least 12 in. onto the adjoining roof. Apply succeeding courses in the same manner, extending them across the valley and onto the adjoining roof. Press the shingles tightly into the valley. Use normal shingle fastening methods. Note: No fastener should be within 6 in. of the valley centerline, and two fasteners should be placed at the end of each shingle crossing the valley. To the adjoining roof plane, apply one row of shingles vertically facing the valley and 2 in. back from the valley centerline. Note: For a neater installation, snap a chalkline over the shingles for guidance. To complete the valley, apply shingles on the adjoining roof plane by positioning the tip of the first shingle of each row at the 2 in, point from the centerline where the edge of the vertical shingle has been applied, covering the vertical shingle. FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT. valley centerlineMinimum38" wide sheat of Nail Fast. Moisture Guard Plus or 50 lb. or he. Undarlayrnent Extra nail in mace ap of sn,ngls on tho eggs of the vertical -in" 2 inchas back tom valley centerline and cm:enng the vertical shingle. 10. HIP AND RIDGE FASTENING DETAIL Extend end shingle 12'-18' beyond valley camenine No fasteners arithin 9" of centerline Apply the shingles with a 5 in. exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds. Secure each shingle with one fastener on each side, 5-1/2 in. back from the exposed end and 1 in. up from the edge. TAMKO recommends the use of TAMKO Hip & Ridge shingle products. Where matching colors are available, it is acceptable to use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces. Fasteners should be 1/4 in. longer than the one used for shingles IMPORTANT: PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER. Direction of prevailing wind start 5" exposure here— Starthe r 5" exposure THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. TAMKOO, Moisture Guard PlusO, Nail FastO, TAM -PROD and Heritage0 are registered trademarks of TAMKO Building Products, Inc. Information included in these application instructions was current at time of printing. To obtain a copy of the most current version of these application instructions, visit us online at tamko.com or call us at 800-641-4691. Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 1 V09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656taimkOxomSouthwestDistrict7910S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-580-8868 4 7M7377-77- 0 October 10, 2012 Tamko Building Products 220 W 4th Street PO Box 1404 Joplin, MO 64801 Contact Name: Kerri Eden Email Address: Kerri Eden(O-)-tamko.com Subject: UL Third Party Inspection Service for Florida Quality Assurance Expiration Date: October 10, 2015 Reference: File R2919 Dear Ms. Eden: This letter is to confirm that Tamko Building Products has an agreement with UL LLC to conduct audits at your plant to verify Florida Quality Control requirements at the following locations: Tarnko Building Products 601 N. High St Joplin MO 64801 Tamko Building Products 7910 S Central Expy Dallas TX 75216 Tamko Building Products 1598 Hwy 183 Phillipsburg KS 67661 Tamko Building Products 4500 Tamko Dr Frederick MD 21704 Tamko Building Products 2300 35th St Tuscaloosa AL 35401 Quality Control System and Products will be inspected according to Florida Product Approval Report FL1956 to ensure the manufacturer's quality documentation is well defined, fully documented andeffectivelyimplemented. A minimum of two (2) inspections per year will be conducted. This service has been established under file R291 9. UL LLC 333 Pfingsten Road, Northbrook, IL 60062-2096 USA T84T272.8800 11 F: 847.272.8129 / W: UL.corn Ifyou have any questions, please call m9ed314-57O-34U8. Kind regards, J. Kay Chancellor Project Coordinator Product Safety ULLLC 335PfinQstenRoad Northbrook, | L80082-2OQSUSA K4: 314-578-3406 F: 847-664-6157 October 11, 2012 Tamko Building Products Inc Ms. Kern Eden 220 W 4th St PO Box 1404 Joplin, MO 64801 RE: TAMKO Shinla]-_S! Dear Ms. Eden: This is to confirm that the attached shingle matrix pertains to Tamko produced shingles. All the products have been tested and meet the criteria for the standards mentioned. They are covered by UL's Follow -Up Service Program under Tamko's File R2919. C) The Listing Mark of Underwriters Laboratories Inc. on the product Is the only method provided by UL to identify products manufactured under its Listing and Follow -Up Service. Combination Listing/Classification Mark — A Listing Mark combined with a Classification Mark is provided on products that have additionally been Investigated in accordance with various supplemental standards. Please refer to the labels on the product. Should you have any questions, please feel free to contact the writer. Very truly yours, William G Marshall (Ext. 42735) Sr. Engineering Associatezn Fire Protection Division 3019A Reviewed By: 7' Alpesh Patel (Ext. 42522) Staff Engineerzn Fire Protection Division 3019A 01 TP-WO Shingle Matrix Phillipzhuxq, AS Frederick, n Product Name AST-M ASTM AST-v UIL ASTM CSA Product Nam ASIM. ABTM A3TM UL A3TM CSA D3462 D3161 D6281 2290 MISS 122.5 D2462 D2161 D6281 2290 D7158 123.5 Cla®4 Clara Clas!! Clay Class Clam? Claz!! Claff 2 F H H H F H H H Clams -Seal (AR) Gla!is-Seal CAR) x x x x x Elite Glamor -Seal CAR! Elite Ka5!i-Seal (AR) x x x x x Heritage x x x x x x Heritage x x x x x x Heritage 30 (AR) x x x x x x Heritage 30 CAR) x x x x x x Heritage JU (AR) Heritage U CAR) x x Heritage Woodgate y 71 Heritage 50 (AR II x x x x x x Heritage 50 (AR) x x x x x x Heritage Premium x x x x x x Heritage PteMiUrn x x x x x x Heritage Vintage AR) x x x x x x Heritage Vintage CAR) Heritage Vintage X A 12-1/4 1 12 Hip and Ridge x x 12 X 12 Hip and Ridge Dallam, TX Tu5cal=52, AL Product Ham ASTM ASTM ASTY U1 ASTM CSA UL Product Nam AS Y ASTM ASTM Irl. ASTMI CSA D2462 D2161 Df 2 81 2290 D7158 122.5 2218 D2462 D2161 D6ML 2290 D7158 Class Clasen C1255 C1255 cla!1!1 C12.9!i Cla!35 C112.i5 F H H H F H H H Claw -Seal CAR) Glass -Seal (AR) x x x x x Elite Glass -Seal AR) Elite GIAi!rSe2l (AR) x x x x x Heritage x x x x x x Heritage x x x x x x Heritage 20 (AR,, x x x x x x Heritage 20 CAR) x x x x x x Heritage XL CAR) x x x x x Heritage XL (AR) Heritage Tomdgate x x x x x x Heritage 50 CAR; x x x x x x Heritage 50 CAR) x x x x x x Heritage Premium x x x x x x Heritage Premium x x x x x x Heritage Vintage CAR) Heritage Vintage (AR) Heritage IR y X y y X y y 12 X '12 Hip and Ridge x x Producr Name Glass -Seal (AR} EliteEGlass-Seal (,'-R) Heritage Heritage 3 0 (AR) Heritage XL (AR) Heritage 50 ( AR) Heritage Premium Heritage Vintage (AR) 12 X 12 Hip and Ridge 12- 1/4 x 12 Hip & Ridge Joplin, 1,110 ASTM D3 462 ASTM D3161 AST M D6321 UL 2390 AST`?` D7158 GSA Class F Class H Class :H Class H 123.5 x x x x x x x x x x x x x x x x x x x x x f Specialty Structural Englnelr=ring CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub Category: Roofing Accessories that are an Integral Part of the Roof System Product: "MMI-2" Off Ridge Vent Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 14-104-MM12-StORV-ER-14 Date: 2 11126 / 15 Contents: Evaluation Report Pages 1— 7 1111i1Jltt J,! No 31242 yk U * a w STATE OF 44J 0 NA E•• ttJttit1110 CN;tzR9y i?ed ty. Jama.1:. 8 sckner, P.E. CBUCK, Inc. 2015.03.02 10:57.51-05'00' 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-5t0RV-ER_14 Page 2 of 7 Sp>` +clalf j Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Product Name: Product Category: Millennium Metals, Inc. MMI-2" Off Ridge Vent Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: a 15/32 (min.) or greater plywood, a or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. t FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-5tORV-ER_14 Page 3 of 7 Specialftj Structural Enginppring CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-St0RV-ER_14 Page 4 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: MMI-2" Off Ridge Vent by Manufacturer): Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: o ASTM A792 coated, or a ASTM A6S3 G90 galvanized steel Nominal Dimensions: Width: 24" Height: 4-1/2" Lengths: 2' , 4, 6', 8' and 10' Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 EL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report NO.: 15-104-MM2-StORV-ER_14 Page 5 of 7 Sp cldlftj Structural Enginesring CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Referenced Data: Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) EngineeringCBUCK FL #: FL 16S68.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 6 of 7 Spc cult j Structural Englneering CSUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI_2" Steel Off Ridge Vent ;Attached to Wood Deck 5-1/ 2' J- 41/2in i Profile Drawings 118" ( 18-114' 1 3° Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) Higher Slope Back) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEngineeringReport No.: 15-104-MM2-StORV-ER_14 Page 7 of 7 Speaclalty Structural Engineering CBUCK, Inc. Certificate of Authorizotion #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. 1 1/2" 4" o.c. 4" o.c. Typical, Maximum Nominal Lengths 4 Ft. 6 Ft. 8 Ft. 10 Ft. Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) i e a s Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Base Flange 24" Typical Ridge Vent Assembly Isometric View (Not To Scale) BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS 75LB MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. t CENTER OF GRAVITY \ ASSUMED TO ACT AT THE w GEOMETRIC CENTER OF THE j MECHANICAL UNIT. = a MECHANICAL UNIT MUST BE _ SQUARE OR RECTANGULAR, _ NO IRREGULAR SHAPES. F Z0U f aw ofw II 3" MAX TYP. HOST STRUCTURE DESIGN I tCENTER OF I SEE DESIGN GRAVITY," SCHEDULE FOR MAXIMUM SURFACE AREA AND DESIGN PRESSURE, TYP. i STEEL TIE -DOWN CLIPS, SEE DETAIL 1/3 & 2/3 FOR CLIP INFORMATION, BY OTHERS. SEE DESIGN it q SCHEDULES FOR d i ALLOWABLE SUBSTRATES MA\ MECHANICAL UNIT ? TYP. TIE -DOWN ISOMETRIC ISOMETRIC 3 TYR. 3" MAX TYP J 4 DV J lMAXTYP., SG S 0 I YPt OF CLIP AND NUMBER OF CLIPS PER CORNER WILL VARY PER CONNECTION TYPES Cl-C4 ON SHEET 2 TIE -DOWN CLIP DIRECTIVE EXAMPLE THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF -TOP INSTALLATION HEIGHT, H, FOR ANY GIVENMECHANICALUNITTHATCONFORMSTOTHEDIMENSIONRESTRICTIONSANDDESIGNCRITERIALISTEDHEREIN. SEE SHEETS 4-5 FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA= Vult=170 MPH, EXPOSURE'B' 48" TALL x 48" DEEP x 48" WIDE, 100 LS (WEIGHT AS VERIFIED BY OTHERS) INSTALLED TO 3000 PSI MIN CONCRETE WITH (1)-2" CLIP AT EACH CORNER OF UNIT (TOTAL OF (4) CLIPS) PROCEDURE: PROCEDURE STEP RESULT I DETERMINE THE CONNECTION TYPE BASED ON THE DIAGRAMS ON SHEET 2 CONNECTION TYPE 3 -- THIS INSTALLATION IS INTENDED FOR A Vult=170 MPH, EXPOSURE W. THIS DESIGN2DETERMINEWHICHDESIGNSCHEDULETABLETOUSE CRITERIA CORRESPONDS TO TABLE 5 3 DETERMINE LARGEST FACE AREA OF 1111HANICAI UNITTO BE INSTALLED THIS UNIT HEIGHT OF 48" IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48". 4 CHECK MAXIMUM UNIT HEIGHT RESTRICTION NOTE. THIS PRODUCTAPPROVAL ALLOWS THE UNIT TO BE INSTALLED ON TOP OF AN AIC STAND THAT IS A MAXIMUM 30" TALL IF AN A/C STAND IS UTILIZED, CHECK TO SEE THAT THE STAND DOES NOT EXCEED 30"IN HEIGHT 5 CHECK MINIMUM UNIT W15TH RESTRICTION UNIT WIDTH IS 48" WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 6 DETERMINE THE ALLOWABLE ROOF -TOP HEIGHT OF THE INSTALLATION 24" THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 FT. ADDITIONALLY, THIS UNIT MAY BE INSTALLED ON ROOF -TOP HEIGHTS GREATER THAN 60FT AND LESS THAN 100 FT. SEE (') ON TABLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE DESIGN NOTES: THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND Th1E FLORi lhOBUILDINGCODEFORUSEWITHINANDOUTSIDETHEHIGHVELOCITY F 4HURRICANE20N65 INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES, THE DESIGN CRITERIA USED T6INITETTONE1) TCALCULATETHEALLOWABLEROOF -TOP HEIGHTS CONSIDERS ASCE 1C FOR ROOFTOP HEIGHTS (H) 560 FT AND SECTION 29.5 FOR ROOFTOP HEIGHTS (H)>60 FT# SECTION 29.4.1 FOR INSTALLATIONS AT GRADE. (GG)i =3.10 WITHIN THE HVHZ, GG)iamn1=1.90 OUTSIDE THE HVHZ, (Gc,) 1.5 FOR ALL LOCATIONS (CONCURRENT). 4 µL 'u 'S w 3• a i ALL OTHER DESIGN VARIABLES ARE W ACCORDANCE WITH ASCE 7-10 CHAPTERS 26 & 29. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT I I l a Q W LL (7 7Of THE BUILDING. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30I TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP L','`1 3WWOFTHEHEIGHTSLISTEDINTHEDESIGNSCHEDULES. W m3 3: m GENERAL NOTES: o 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & ASCE 7-10. a THIS PRODUCT MAY USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THISSYSTEM. 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST v REPORTS #TEL 01970387A, #TEL 019703876 BY TESTING EVALUATION LABORATORIES, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS z to § ENGINEER SHALL BEPERMITTED. J J 4, MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL J 2 G CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS Q m O a AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. riO2 ^I e5. FASTENERS TO BE #12 X 3/" OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, w CARBON STEEL ONLY, INSTALLED TO 3000 PSI MIN CONCRETE, SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL Q w Q HAVE APPROPRIATE CORROSION PROTECTIONTOPREVENTELECTROLYSIS. ILn m I: 6. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL (GRADE D) WITH Fy=33 KS[ OR BETTER. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST z CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90-RATED COATINGREQUIREDFORALLCOASTALINSTALLATIONS, W v a sS 7. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, z O ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. U 8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALSTOPREVENTCaC. x w ELECTROLYSIS. 9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. G m 10. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALLBEVERIFIEDBYTHEONSITEDESIGNPROFESSIONALANDISU NOT INCLUDED iN THISCERTIFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL IN w a CERTIFICATIONSORAFFIRMATIONSAREINTENDED. 11. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR ASPECIFICSITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED o y!I 3gn i_- m @ m ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS Q FORUSEINCONJUNCTIONWITHTHISDOCUMENT. 12. WATER D O _ e TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED' MMy OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND LLL @@@ INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY I S WATERPROOFINGORLEAKAGEISSUESWHICHMAYOCCURASWATER - TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE IN CONTRACTOR, QI FOR AN 13. SPEEDS USED IN T1HIS APPROVAL, SEE ECTION 26.7.3 OF SCE 7 10?HE Vult WIND ONOFEXPOSURECATEGORIESTHATACCOMPANYy 8 15- 2378 I ANCHOR SCHEDULE: 1T 1" CLIPS 2" CLIPS z X u E W f ? Q = J 3" TVMAXP. Ti1" CLIPS 3" MAX. -1" CLIPS - nP. 3" MAX: nP. 3" MAX 3" MAXP. TY J NJCNFO SUBSTRATE DESCRIPTION 1}-5/16"O CARBON S-jEC ITW BUILDEX TAPCOS CONCRETE: 2Y," FULL EMBED TO 4" THICK MIN, CONCRETE, 3%' MIN. 3000 PSI MIN.) EDGE DISTANCE, 3-Y," MIN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: (2)-#14 SAE GRADE 11.111" MIN. SHEET METAL SCREWS TO THICKAL, 6061-T6 ALUMINUM, PROVIDE (5) MIN. UMINUM) PITCHES MIN. PAST THREAD PLANE STEEL: ( 2) #14 SAE GRADE 5 0. 125" MIN. SHEET METAL SCREWS TO THICK, 33 KSI STEEL, PROVIDE (5) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. CZ CONNECTION TYPE Cl 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. C3. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. 1" CLIP - UTILIZE (1} AT EACH CORNER FOR A TOTAL OF (4JPER UNIT CZ ONNECTION TYPE C2 1" CLIP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF Il PER UNIT I Z --- UNITWIDTH o kN^ 6"MAX K ~ V N p F a= N 2" CLIPS 3 MAX T3 MAX , TYP _2" CLIPS j TYP. -_ i 3 MAX TYP I y OqN yl i _ 3 ryp X J'F yGN OJ ' 3, MAX O Q}ESI nP 60 OE MAX - N GN y/ M0' n CONNECTION TYPE C3 CONNECTION TYPE C4 2" CLIPS - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT 2" CLIPS - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF , 8 PER UNIT SUBSTRATE DESCRIPTION 16"O CARBON STEEL BU[LDEX TAPCON, CONCRETE: FULL EMBED TO 4" THICK MIN,NCRETE, 3)'e' MIN. EDGE 3000 PSTMIN.) DISTANCE, 33," MIN.PACING TO ANYJACENT ANCHOR. ALUMINUM; 1)-# 14 SAE GRADES 0. 125" MIN, SHEET METAL SCREW TO THICK, 6061- T6 ALUMINUM, PROVIDE (5) MIN. ALUMINUM) PITCHES MIN. PAST THREAD PLANE STEEL: 1)-# 14 SAE GRADE 5 0.125' MIN. SHEET METAL SCREW TO THICK, 33 KSI STEEL, PROVIDE (5) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE CLIP OFFSET PAIR MAX CLIP PAIR SPACING-# CLIP OFFSET 3 TYP MECHANICAL CLIP - CLIP UNIT PER SPACING SEPARATE CERTIFICATION UTILIZE ( 4) CLIPS EA SIDE OF UNIT FOR A TOTAL OF 8) PER UNIT s ALTERNATE ( 8) CLIP DETAIL N.T. S. PLAN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CLIPS AT EACH CORNER FOR A TOTAL OF (8) CLIPS PER UNIT. 117 15- 2378 FOR ANY CLIP LONGER THAN 10" 0.19" UTILIZE (5)-#12 SAE TYP. GRADE 5 SHEET o METAL SCREWS, TYP. 0.068" THICK a ASTM A283 vSTEEL, TYP. 3)-#12 SAE GRADE 5 -I w SHEET METAL SCREWS o o 0 FOR CLIPS UP TO 5" LONG. UTILIZE (5)-#12 SHEET METAL YSCREWS FOR CLIPS LONGER------ f9t9 THAN 5", TYP. rt, i/4"O HOLE, WITH d4I(f'JII ANCHOR FROM 1" a 0.75" CLIP ANCHOR SCHEDULE, TYP. OTHER 0 375" DIMENSIONS 6 l G SIMILAR) 1 1" CLIP ISOMETRIC DETAIL 1 3 N.T.S. ISOMETRIC rR l 0.072" OR O I IJI 0.113'• THICK ASTM A283 STEEL, TYP. i ti d 0.75" s 3)-912 SAE GRADE 5 SHEET METAL SCREWS v FOR CLIPS 4" LONG. UTILIZE (4)-# 12 SHEETJTyp. METAL SCREWS FOR CLIPS LONGER THAN 4", 0 HOLES, NOT TO BE USED FOR ANCHORS, TYP. SO 0.50" FACTORY -MILLED %"0 HOLES; QS-0".. UTILIZE (1) OR (2) ANCHORS- pa FROM 2'• CLIP ANCHOR SCHEDULE, TYP. 2" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty=30 KSI, Q. 125" MIN, THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy=33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t=0.0299"). 0.068" THICK ASTM A283 STEEL CLIP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CLIP, NO SPACE PERMITTED, TYP, 3)-# 12 SAE GRADE 5 SHEET METAL SCREWS FOR CLIPS UP TO 5" LONG. UTILIZE (5)-012 SHEET METAL SCREWS FOR CLIPS LONGER THAN 5". PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. ANCHOR PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR Ir SCHEDULE VARIES) t 1" TIE -DOWN CLIP K71 ANCHOR DETAIL 3 3" = 1'_0" DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty=30 KSI, 0.125" MIN. THICKNESS, STEEL HOUSING UNITS (3)-#12 SAE GRADE 5 SHEE-T SHALL BE ASTM A653 Fy=33KSI MIN. METAL SCREWS FOR CLIPS 4" STEEL, GRADE 33, 22GA MIN. (t=0.0299"). LONG. UTILIZE (4)-#12 SHEET METAL SCREWS FOR CLIPS LONGER THAN 4". PROVIDE (5) PITCHES THICK" OR 0 MIN. PAST THREAD PLANE FOR EACH SMS, TYP. THICK ASTM A283 STEEL CLIP TYP BASE OF UNIT SHALL BE FLUSH WITH BASE 1) OR (2)ANCHORS PER ANCHOR OF CLIP, NO SPACE 3/8 SCHEDULE PERMITTED, TYP SUBSTRATE PER i ANCHOR SCHEDULE VARIES) 2" TIE -DOWN CLIP a ANCHOR DETAIL 3 3" = 1'-0" DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. 5 1 a 0Q1Q w 0z og ti 093zua V) oLu a 15-2378 I TABLE 1: Vult=175 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE' ALLOWABLE ROOF TOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OFj UNIT UNIT UNITS LARGEST HEIGHT WIDTH Cl C2 C3 C4 FACE I IS FT' 24 MAXI 12 MIN N/A ! A7 GRADE H 200 9FT 32 MAX 15 MIN_ ATGRADE N/A H 60_If4Fi ATGRADE ATGRADE H 200 FT 41 _ATGRADE H 5 30 FT H 200 A7 GRADE H 40 FT ATGRADE ! H 200 6FT 9FT48" MAX 24" MIN i N/A er r Anon 16 FT ! N/A N/A 1 ATGRADE 20 FT= ATGRADE N/ A I AT GRADE N/A AT GRADE j 25FT30 FT ` 60 MAX j 48 MIN N/ A ATGRADE N/A AT GRADE N/ A N/A N/A 36 FT N/A N/A A- N/ A GRADE TFIIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS AT BROWARD AND MIAMI- DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 3 : Vult=170 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY II STRUCTURE-) ALLOWABLE ROOF -TOP HEIGHT (H) TIE- DOWN I -D WN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT UNIT UNIT'S LARGEST HEIGHT WIDTH Cl C2 C3 C4 FACE 6FT 24 MAX 12" MIN N/A H5200 FT ATGRADE H5200 FT 9 FT 32 MAX ! 15' MIN N/A H <_ 15 FT AT GRADE 5 FT<H<200FTFI200FT4 FTzI ATGRADE 60 FT<H 5200 FT H 5 200 FT H 5200 FT ! H S 200 FT 6FT AT GRAD N5200 FT H540 FT H5200 FT 60 FT < H < 200 FT N/A H 5 200 F7 AT GRADE H<200 FT 9 F7 48 MAX 24" MIN 60 FT<H 80FT 12 FT'N/ A I ATGRADE N/A H < 200 FT 60 FT<H5200FT16FT' N/ A ATGRADE N/A H 5 200 FT 20 FT' N/ A ATGRADE N/A H < 200 FT 25 FT N/ A N/A N/A H _ 30 FT 60' MAX 48" MIN 4 60 FT<H<200 FT, 30 FT N/ A N/A N/A AT GRADE J 160 FT H 5 180 FTl 36 FT'N/ A N/A N/A ATGRADE AS AN EXAMPLE, THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES TABLE 2 : Vult= 175 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE') ALLOWABLE ROOF TOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT'S LARGEST UNIT - UNIT I HEIGHT WIDTH Cl CZ I C3 C4 FACE 6 FT FT 24 MAXI 12" MIN N/A GRADE--- AT 32 MAX15" MIN AT_GRADE H S 200 FT 4 4FT I _ NA ATGRADE ATGRADE N/A ' H < 30 FT _ 6 FT H5200 FT N/ A _ H < 15 FT ATGRADE H5200F7 ATGRADE H 5 200 FT 9 FT- 12 FT 48' MAX ! 24" MIN N A----"-" ATGRADE ATGRADE H S 80 FT N/A ATGRADE N/A AT GRADE 16 FT 20 FT N/ A ATGRADE N/A ATGRADE 25 FT N/ A I _ ATGRADE N/ A N/ A AT GRADE 30 FT-- 60' MAXI 48" MIN NSA - N/A N/ A ATGRADE 36 FT' ,( N/ A N/ A N/ A ; AT GRADE ATGRADE THIS TABLE ISPERMISSIBLETOBEUSEDWITHINTHEHVHZWHICHCONTAINSBROWARDMIAMI-DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION AND FOR THE APPLICABILITY OF THIS TABLEWITHINCERTAINFLORIDACOUNTIES. TABLE 4 : Vult= 170 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY II STRUCTURE') ALLOWABLE ROOF -TOP HEIGHT (H) TIE-DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT UNIT UNIT'S LARGEST HEIGHT WIDTH j Cl C2 C3 C4 FACE _ 6 FT' 24" MAX 12" MIN N/A jI H S 200 FT AT GRADE 60 FT<H58OFT H5200 FT 9 FT' 32" MAX 15' MIN N/A ATGRADE N/A I_ 60 FT< H 5200 FT' H5200 FT 4 FT' I60 ATGRADE H e 200 FT<H<100FT! FT N 5 200 FT H<_200 FT 6 FT' N/ A H 5 200 FT H 5 15 FT 60 FT<H 5200 FT. H 5 200 FT 9 FT' 48" MAX 24" MIN I N/A H 5 15 FT AT GRADE 160 FT < H < 200 FT' H S 200 FT 12 FT' N/ A ATGRADE N/A H 200 60 FT H120FT5FT16FT' I N/A N/A N/A H 5 40 FT 1-_---- 60 FT < H <200 FT 20 FT' ! N/ A AT GRADE N/A H <40 FT l 60 FT < H 5 200 FT 25 FT' N/ A N/ A N/A ATGRADE 60' MAX 48" MIN 60 FT < H 5 200 FT 30 FT' N/ A N/A N/A ATGRADE I CO FT < H 5100 FT 36 FT' j N/A N/A N/A ATGRADE AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES 1iiZ4 Si.N.} zz a u Ill g tm woy wu33i3 w NLL3 w el Ham$ 15-2378 2 TABLE 5 : Vuit=140 MPH, EXPOSURE B FOR USE WITH A RISK CATEGORY It STRUCTURE') TABLE 6 : Vult=140 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY It STRUCTURE') ALLOWABLE ROOF TOP HEIGHT (H) ...___....._.. TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT UNITsUNIT'S LARGEST AXI HEIGHT WIDTH C1 I C2 C3 C4 j 'SURFACE UNITAREAOFUNTFACE_ _ " UNIT'S LARGEST HEIGH W DTH CST FACE 6 FTz 1 24" MAX 12" MIN H 515 FT H 5 200 FT -----'----- 60 FT H5120 FT) T— H<200 FT H5200 FT I 6FTz 24"MAX 12"MIN AT GRADE9FTz32" MAX 15" MIN AT GRADE H 5 200 F7 H <200 FT H s 200 FT g----T—_ _______ 9 FTz fJ 4 FTz j H 5200 FT __ ____ - - _ 32" MAX 15" MIN ! N/A H 5 200 FT H < 200 FT H < 200 FT 4 FT' " H 5 200 FT 6 FTz H < 40 FT T __— 60 FT < H < 200 FT H 5 200 FT H 5 200 FT H 5 200 FT 6FTz AT GRADE I AT GRADE — a 60 FT<H 5180 FT9FT u - --- _-- 48' MAX 24 + MIN -- - -- H 5 200 FT H 5 200 FT ----" 60 FT < H- <80 F7 H _ 200 FT j ! 9 FTz 48" MAX 24" MIN AT GRADE 12 FTz AT GRADE H 5 200 F7 H 540 FT H 5 200 FT160FTH5200FT 12 FTz 16 FT' N/A H 5 200 FT r H 515 FT ? ---- I — N/A -- y j60 FT <H5300 FT H5200 FT 16 fiz — e .... .- -...J N/A 20 FT' ! N/A H < 200 FT ..-.- _._- s I60 FH-H <180 F7 H<200 FT i i...- ...--_ --- _ I a ._ _ _. 20 FT' 25 Fiz N/q H 540 F7 - F T GRADE H 5 20O FT N/A AT GRADE --- m ...... - 60 FT c H 200 FT 60 FT < H 5 8E FT H 5 200 FT 60" MAX 48" MIN - -- ._ _.__- j , 25 FT' I N/A 30 FT' H < 15 FT .____ N/A , 60" MAX 48" MIN - ---- 60 FT<H 160 FT! 30 FT' N/A 8 36 FTz N/q AT GRADE 60 FT<H 80 FTC AT GRADE H5200 FT 36 FT' L NA TABLE 7 : Vult=140 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY II STRUCTURE') ALLOWABLE ROOFTOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPEiMAXIMUM SURFACE AREA OF UNIT UNIT UNIT'SLARGEST HEIGHT WIDTH C1 C2 C3 C4 FACE ........ H 5 30 FT H < 200 FT , H 6FTz 24 MAX 12 MIN N/A H5200 FT FT 5200 FT t 9 fiz 32" MAX 16 MIN ! N/A H 5 200 FTAT GRADE ; F ._..._ ...... ....- _--..._ 60 FT < H 5140 FT H < 200 FT v........_._ -..:i 4FT' ! I H540 FT __... ..........._ x i 60 FT<H 5200 FT H<200 FT H5200 FT H5200 FT d , 6FTz : AT GRADE 160 FT< H 5100 FT H < 200 FT H 5 200 FT H 5 200 FTM i I9FT48" MAX 24" MIN N/A a; ......._ 200 FT IH 515 FT - H 5 200 FT HS200 FT 5 12 FT' N/A H 5 40 FT J AT GRADE H 5 200 F760FT < H s 200 F7I 60 FT < H < 80 FT 16 FT ! N/A AT GRADE _ 60 FT < H < 200 FT N/A H c 200 FT p 20 FT N/A AT GRADE H 5 200 FTI60ATGRADE FT<H5200 Fr 25 FT N/A GRADE60"MAX 48 MIN - j A_--_ FT<H 580 FT N/A H 5 200 FT AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN ! 30 FTz N/A N/A N/A H 40 FT BREVARD COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTIONI60 FT < H 5 200 FT FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. i 36 FTz I I IN/A N/A N/A AT GRADE160FT < H 5 200 FT ALLOWABLE ROOF -TOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPE-' C2 C3 h4f . rn C4 _ 0 tJ ZTA H<200FT H5200 FT H5200 H <_200 FT 60 FT < H 5 00 FT H 5 200 FT/ 4n/ W ¢ H 5200 FT H<200 FT--H<_200 FT Zk aWo Zoo H 5200 FT W w: H 5200 FT I H5200 FT ! WW '"Wr4 3. 2 Hc200 FT H_40 FT - 3 In 3 n 60 FT H_200 FT H5200 FT oW a AT GRADEH <_200 FT e60FT<H_140 FT! H 200 FT H515FT 60 FT<H<_200 FT AT GRADE H5200 FT .+ H 5 30 FT AT GRADE60FTH211111 H 200 FT z N AT GRADE ---- F-i ' 60 FT H _ 140 FT AT GRADE H 5 200 FT Uz AT GRADE i N/A I H 5 200 FT Q v O W z O m I] a N/A H < 30 FT O z Ii 2 w 60 FT < H 5 200 FT! r 'r' r P GATGRADE_ aW' ate' v i w a VI Nz k d Wo a z z a w m u m 15-2378 L J