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1405 W 7 St 16-1572 New construction Duplex
CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 c.10 /s ? 01 Documented Construction Value: $. 100, 00 0 Job Address: 1 `i O S Lu "i _f' S t- 3 a.-1-) I Historic District: Yes No ,[3 Parcel ID: -1 9. 3 0-. Z A I - pg 1 7 - 0 0 2 Residential 0 Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: 0 e.4-3 0 [j--io r. X Plan Review Contact Person: JQSf_p te'- t-, Title: C Phone: Y Fax: Lto 1 -, 3 , ,8 - 8()__' Email: M \4 Q t h s1 Qv, 0,ce 2 vr,eJ_ Property Owner Information Name Wf-en, F-(InWJ T G16:4 S Street: J- I City, State Zip:S ' 3 X171 Phone: Resident of property? : Contractor Information Name P L14 CDAStrctc'h'Jr, Phone: yo")- 3-6o- 7/0 1/ Street: P 0 a X (P S Fax: VD'7 _ 39 P- 6047 City, State Zip: State License No.: UQ. Architect/Engineer Information C ak7Y3 Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. 3 5 Signature of Owner/Ag Date Signature fContractor/A ent Date Print CEUA BERNARDI MY COMMISSION N FF 166566 kzf EXPIRES: November 16, 2018 Bonded Thru Notary Pu611c Underwriters Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 S^. Contractor/Agent is Personally Known to Me or Produced ID Type of ID UTILITIES: /ICWASTE WATER: FIRE: BUILDING: all THIS INSTRUMENT PREPARED BY: Name: Celia Bernardi {:{_.:. Fi;` L) C,;.'I_)t...ti ;`+??`' - =•f%:!,,,...(.,; ! cAddress:P.O.Box 0625 Sanford, FL 32772 State of Florida fr't`lil,I., NOTICE OF COMMENCEMEkf Permit Number 1 1511 2 Parcel ID Number (PID) 25-19-30-5A1-0917-0030 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) LOTS 3 & 4 & N 1/2 OF VACD ALLEY ADJ ON S BLK 9 TR 17 SEMINOLE PARK PG 2 PG 75 GENERAL DESCRIPTION OF IMPROVEMENT New Residential Duplex 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 OFIiJIl C i COUNTY OF I t Il?' 0 R y t4 R if e— JPts °° OWNERS SIGNATURE ( OWNERS PRINTED NAME NOTE: Per Florida Statute 713.13 1 g y p g zg), owner must sign and no one else may be permitted to sign in his or her stead." The foregoing instrument was acknowledged before me this day of I i CA 20 to j by j L .~ yC - n 1 Who is personally known to me o Name of person making tatement N OR who has produced identification type of identification produced CC p z a VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES. z 4 z UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN ITp ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF. LL SIGNATURE OF NAT RAL PERSON SIGNING ABOVE J CELIABERNARDI LL MY COMMISSION]568 { u W g q: a EXPIRES: Novem r 18,- 18 i Notary Signature y °v ,`n m pf°`' Bonded Thru Notary Public Underwriters City of Sanford F Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2015 Residential Permit Fee Calculation Form Effective August 2015 - February 2016 BP# 16-1572 1405 W 7th Street Type of Construction: III -B SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 2180 1 square feet SQUARE FOOTAGE OF GARAGE ONLY: F 580 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 2760 square feet Dollar Valuation of Work: 303,732.09 State Fee: 93.07 Permit Fee 21,166.13 Application Fee: 25.00 Plan Review Fee: F 911.20 Total Building Permit Fees: 1 33,195.40 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 100,000.00 Job Address: 1405 W. 7th St., Sanford, FL 32771 Historic District: Yes No Parcel ID: 25-19-30-5A1-0917-0030 Zoning: Description of Work: New Residential Duplex Plan Review Contact Person: Joseph Hillery, Sr Title: General Contractor Phone: 407-330-7104 Fax: 407-328-8055 E-mail: Mygc@rlhmanagement.com Property Owner Information Name Emory & Gladys Green Phone: Street: 2181 Brisson Ave. Resident of property? City, State Zip: Sanford, FL 32771 Contractor Information Name RLH Construction - Phone: 407-330-7104 Street: PO Box 625 Fax: 407-328-8055 City, State Zip: Sanford, FL 32772-0625 State License No.: CBC1251684/CCC1328743 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Building Permit EZ Square Footage: 2760 Construction Type: SFR No. of Dwelling Units: 2 Flood Zone: X Electrical 0 New Service — No. of AMPS: 200 Mechanical EI (Duct layout required for new systems) No. of Stories: 1 Plumbing 0 New Construction - No. of Fixtures: 12 Fire Sprinkler/Alarm 0 No. of heads: Billing Department REMODEL BUILDING CONTRACTP.O. Box 625RLHfff Sanford, FL 32772-0625 MyGC n RLHManagement.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: 405-0411-4-0701-005 Report No: N/A Property Address: 1405 W. 7" Street 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 005-WWU-1405 W. 7TH ST 1wr Billing Department RL P.O. Box 625 Sanford, FL 32772-062511MvGCrkRLHManaEement.COm CONSTRUCTION COMPANY License #: CBC1251684/CGC1512297 Reliable Luxury Habitations Phone 407-330-7104Fax407-328-8055 REMODEL BUILDING CONTRACT 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: 6664 30, 2015 150730 005-WWU-1405 W. 7TH ST OWN ER(S): Reviewed and Accepted b : Emory or Gladys Green Date: 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. J'MPf!:V V3113-1, Signature of Owner/Ag Date F/3 iS Signature f Contractor/A ent Date w ..M. 9JI", s(-. Print Contractor/ is Nam 44 y 115 f DatJ Sign e of tary-Stat bate CEUABERNARDI MY COMMISSION Y FF 166568 EXPIRES: November 16, 2018 Bonded Thru Notary Public Underwriters Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: Ci' Sm'h UTILITIES: ENGINEERING: (— t3 —10 "'FIRE: Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: COMMENT; Ok to construct new duplex as shown on plan. Meets area and dimension regulations for MR -2 zoning district. Rev 11.08 i Permit #: 16- 1572 Address: 1405 W 7th Street Structure Information Construction Type: III -B Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 1 Number of Bathrooms: 2 (4 Total) Square Footage: 1380 (2760 Total) Plumbing Fixtures: 12 (24 Total) Fire Sprinkler System: No Fire Alarm: No Occupant Load: 7 (14 Total) Plumbing Fixture Calculation 16-1572 1405 W 7th Street TOTALS FOR DUPLEX Bath Tubs 4 Sinks 2 Drinking Fountain Solar Piping Disposal Soda Fountain Dishwasher Urinals Floor Drain Vacuum Breakers 2 ewer Connection 2 Washing Machines 2 ce MakerIL Water Closets 4 aundry Tubs Water Heaters 2 Lavatories 4 Water Piping 2 Pool Piping Water Softener Showers Total Plumbing Fixtures - 24 EACH UNIT 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 CITY OF SANFORD A BUILDING & FIRE PREVENTION z SUN D Z PERMIT APPLICATION Application No: 1 (.00 S r/ Documented Construction Value: $ 3d3 . .31 . 09 Job Address: ( 4-0 S ice ' S t" 3 a,"7 7 I Historic District: Yes No [3 Parcel ID: 19 - 3 0-- Z /4 t - oq 1 7 - D0 c7 Residential Commercial Type of Work: New ® Addition / Alteration Repair Demo Change of.Use Move Description of Work: 2c.} tJ LL -lo - X Plan Review Contact Person: QSh (le r ti Title: 4O D - Y01 ' 18 - 3 Email: `; c(e- @ h h am 2w,ew Phone: h ' 3 3 r1 1 t) F Fax: Property Owner Information Name We -en, E m cN t G) ALLti S Phone: Street: Resident of property? City, State Zip: -' 3 X17 i Contractor Information Name LH Phone: YO ') - Street: p D a x (P S Fax: 007 -- City, State Zip: State License No.: CQe. Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding,Company:,,_ I 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' of tain'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, x separate,perini't.must.be secured for';electHcal'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: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable<to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of 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 Signature of Date nt Contractor/Agent's Name Signature - Notary -State of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent i Personally Known to Me or Produced ID Type of ID Produced IDpe of ID Permits Required: Building Q ElectricalEl Mechanical 0 Plumbing© Gas[] Roof Construction Type: 11 ( Occupancy Use: 93 Flood Zone: ao Total Sq Ft of Bldg: VU -0 00 NTin. Occupancy Load: # of Stories: t6o MCrl(JNrr> (a E.Gt uNrr) New Construction: Electric - # of Amps 3O0 Plumbing - # of Fixtures -Z k ToTA - Fire Sprinkler Permit: Yes . No d # ofH ads Fire Alarm Permit: Yes Nog APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: 5F x'31" 14 COMMENTS:.•,^et nEf_ { AMPS . 4 xw2cs l.S ;,D; 1> u Revised: June 30, 2015 Permit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 16100003 BUILDING APPLICATION #: 16-10000344 BUILDING PERMIT NUMBER: 16-10000344 perm / 16-_ / '5 7 DATE: June 23, 2016 UNIT ADDRESS: W. 7TH ST. 1405 25-19-30-5AI-0917-0030 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: EMORY & GLADYS GREEN ADDRESS: 2181 BRISSON AVE SANFORD FL 32771 LAND USE: DUPLEX TO REPLACE SFR TYPE USE WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 1405 W. 7TH ST. DUPLEX TO REPLACE SINGLE FAMILY RESIDENCE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS Condominium* CO -WIDE ORD 379.00 2.000 dwl.unit 758.00 ROADS -COLLECTORS Condominium* N/A 00 000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY Condominium* N/A 54.00 1.000 dwl unit 54.00 SCHOOLS Multifamily N/A 2,450.00 2.000 dwl unit 4,900.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 CREDIT FEES: RSCILIBRARY Sin le Family Housing 54.00 1.000 dwl unit 54.00- SCI S HOOLS R Single Family Housing R 4,900.00 1.000 dwl unit 4,900.00- SCI ROAD ARTERIALS Single Family Housing 705.00 1.000 dwl unit 705.00 - AMOUNT DUE 53.00 STATEMENT RECEIVED BY: ' T L SIGNATUREIf PLEASE PRINT NAME) DATE: l j/ 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 WRITTENREQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST ME= 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. FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: R0915357 Builder Name: Street: 1405 W. 7th Street Permit Office: City of Sanford City, State, Zip: Sanford , FL , 32771 Permit Number: #_ C6 2Owner: Duplex Unit A & B Jurisdiction: 691510 J Design Location: FL, Orlando 1. New construction or existing New (From Plans) 9. Wall Types (1669.3 sqft.) Insulation Area 2. Single family or multiple family Multi -family a. Concrete Block - Ext Insul, Exterior R=5.0 1205.30 ft2 3. Number of units, if multiple family 1 b. Frame - Wood, Adjacent R=13.0 464.00 ft2 c. N/A R= ft2 4. Number of Bedrooms 6 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (2180.0 sqft.) Insulation Area 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. N/A R= _ ft2 11. Ducts R ft2 7. Windows(169.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 225 a. U -Factor: Dbl, U=0.65 169.33 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 c. U -Factor: N/A ft2 b. Central Unit 23.6 SEER:15.00 SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft2 a. Electric Heat Pump 17.1 HSPF:8.50 SHGC: b. Electric Heat Pump 17.1 HSPF:8.50 Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.350 14. Hot water systems 8. Floor Types (2180.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab-On-Grade'Edge Insulation R=0.0 2180.00 ft2 b. Conservation features EF: 0.970 b. N/A R= ft2 None c. N/A R= ft2 15. Credits None Total Proposed Modified Loads: 57.28 Glass/Floor Area: 0.078 PASSTotalBaselineLoads: 58.08 1 hereby certify that the plans and specifications covered by Review of the plans andpTRE Tq1, this calculation are in compliance with the Florida Energy specifications covered by this 4, _p Code. calculation indicates compliance.nt, with the Florida Energy Code. ti F+++tR i PREPARED BY: Before construction is completed c DATE: 09-23-15 this building will be inspected for'i y compliance with Section 553.908 Yi I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. d'Or} WTI OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: '2 14,- 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. ' d 9/23/2015 1:37 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 6 Scott, Annette From: Forte, Jami <JForte@seminolecountyfl.gov> Sent: Thursday, June 23, 2016 2:45 PM To: Scott, Annette Subject: RE: RIS Yes this morning, and 1 gave him a statement which he said he was bringing to you when he left here! It's for 53.00 after the credit for the original SFR. Best Regards, W Jami Forte / Planning Coordinator / Impact Fees & Concurrency Seminole County Planning and Development / Business office / Building Div. 1101 East First Street / Sanford, FL 32771 / 407-665-7356 / iforte@seminolecountyfl.gov Sf.:tdlr\(_Y U:YA/7); We are paperless! Please submit electronically... NEW.! Digital Signature Appearance Requirements for all Licensed Design Professionals Click to find out more: Planning & Development I Building Permitting I Digital Signature Requirements Customer Service, our top priority. www.seminolecountvfl.qov/devcustomersurvey From: Scott, Annette[mailto:ANNETTE.SCOTT@Sanfordfl.gov] Sent: Thursday, June 23, 2016 2:41 PM To: Forte, Jami <JForte @seminolecountyfl.gov> Subject: RIS Hello Jamie, did Joseph Hillery call or stop by in reference to 1405 w 7th St? about impact fee's? he is building a duplex there. PLEASE NOTE: Florida has a very broad public records law. Any written communication to or from City officials regarding City business is a public record available to the public and media upon request. Your e-mail communications may be subject to public disclosures. Florida has a very broad Public Records Law. Virtually all written communications to or from State and Local Officials and employees are public records available to the public and media upon request. Seminole County policy does not differentiate between personal and business emails. E-mail sent on the County system will be considered public and will only be withheld from disclosure if deemed confidential pursuant to State Law.**** cad, BOUNDARY SURVEY DESCRIPTION (As Furnished) LOTS 5 & 6, BLOCK 10, TIER 14, SEMINOLE PARK, according to the plat thereof as recorded in Plat Book 2, Page 75, of the Public Records of Seminole County, Florida, NOTES: ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BENCH MARK 4775101 ELEVATION 13.67 NAVD 88 CERTIFIED TO: RLH CONSTRUCTION EMORY & GLADYS GREEN Based on the FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, Seminole County, Florida, Community Panel Number 120294 0070 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", 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 EAST line of Lot 6, Block 10, Tier 14, Being N 89'5900" 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 flies, 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 T CERTIFICATION OF AUTHORIZATION #LB7945 4500 ORANGE BOULEVARD, SUITE 1000 SANFORD, FLORIDA 32771 Surveying & Phone: (352) 735-3796 Mapping, PLC JOB NO. 15.1501 Sheet 1 of 2 r:^' ."D JU 22'6 2016 REVISIONS AND ADDITIONS 02-15-16 LOCATE FORM BOARDS HSY 0-22-16 FINAL SURVEY JGH LEGEND: Light Pole yy0 Fire Hydrant p = Delta (Intersection Angle) R Radius DENOTES CONCRETE L= Arc Length WF = Wood Fence U.E. Q 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 = Denotes Utility Pole P) — Per Plat OCenterline = Well COL. = Column I>< = Water Meter T RP = Radiusl Point ® = Covered R) — Radial CNA = Corner Not Accessible NR) — Non Radial (C) = Calculated BFE — Base Flood Elevation D.U.E.= Drainage & Utility Easement PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM DRAWING: 15.1501-1 DWG SURVEY DATE: 07/14/15 INTENDED DISPLAY SCALE: 1" = 40' DRAWN: HSY EXPECTED USE OF THIS LAND: RESIDENTIAL PURPOSES IT IS CERTIFIED THgT. $1 dBy REPRESENTED HEREON MEETS OR EXCEEDS THE STA,JW p R -* pRIfCTICE AS SET FORTH IN CHAPTER 5,'F A,f C 01 M1STRATIVE CODE, PURSUAfyT A 4g 027, FLORIDA STATUTES. NOT VALID W;THZ II E=AND THE ORIGINAL RAISED SEAL OF:A4L5)RL N&D1`SVRVEYOR AND MAPPER R10111.110VA40f, DOUGLAS S. WILLf3,t,r Qiydd% Registration # 5984 FOR THE FIRM: IRON PIPE CATION WALK IS 2.5' N. BOUNDARY SURVEY 8TH STREET SET NAIL & DISK 66' PLATTED RIGHT OF WAY SET 1/2" IRON ROD & SITE BM 12 21.3' ASPHALT ROADWAY SET NAIL & DISK CAP STAMPED LB .# 7945 FOUND 5/8" IRON ROD ELEV. = 22.67' EDGE OF PAVEMENT GUY ANCHOR SITEELEBM= 2217, FOUND 3/4" IRON PIPE NO IDENTIFICATION N 07'17'20" W 1.66'(.) BBV2'41" E 7.9Y(m)• 14" 99.78'(.)w- ,589" 4'31'E 7.75' NO IDENTIFICATION BACK OF WALK IS 3.4' N. `. S 8972'40' E_97.81'(m) .. 10' WALK...:..: I SCALE: 1" = 40 47.75'(P) i 50'(p) 50'(0) I 50'(•.. 50.• FOUND 1" IRON PIPE I 47.75' (P) 400 i I NO IDENTIFICATION I FOU NO DENIIIBACKOFWALKIS2.7' N. 'o BACK OF I I 19.1' O 12.01. 20 30.D' O I &I 24.7 E o I o0 Noo oa o 0.. L 0 V la LOT 1 to LOT 2 wl` BLOCK 10 IS I " I •-a 4.0' I1. I- w w $ 4.0' o -r 40 < co TIER 14 I BLOCK 10 I mLOT3ILOT4 o ,; oU a, r m b, Y TIER 14 g1 BLOCK 10 I BLOCK 10 c r ,n •- 4.E)' N,z I W w 4.0' o p w M I a I I j TIER 14 TIER 14 U o BNS I Qgo m c" C zz I UWP Ln.LLo0pwN J(pp: n 48.7' I vZ N 0 Q Z 15T' [ 3A/C A/C9 30.0' V) FOUND 1" IRON PIPE I I w I I NO IDENTIFICATION I I n I Z I I47.75'(D) --_1_----(P) -__-- I SO(P) (P)_--50'(P) N I ca r LyJ ; t ALLEY WAY(p) I---_ 47.75' N 69'21'39' W 99.57(.) .-. FOUND 1/2" IRON RO- N89"1431 "W 97.75'(p) c Q P) ----------- 147.75' NO IDENTIFICATION N 89'14'31" W 97.61' m FOUND 1' IRON PIPE NO IDENTIFICATION EI---__ BACK OF WALK IS 19.0' OLOTI' Y 710 I s a; Q 5U BOCK LOT 10 j x BLOCK 10 aN TIER 14 TIER 14 Ig I mL----------- 147.75'(P) I--_--_----------147.75'Sp) I I I I I E FOUND 1/2' IRON ROD LOT 8 I n NO IDENTIFICATION 3 BLOCK 10 is LOT 11 S I TIER 14 j BLOCK 10 i I I I TIER 14 I Ig147.75'(0]-----------I----------- 147.75' I _--- sPi............ u1 E FOUND 3/4" IRON ROD NO IDENTIFICATION LOT 9 I LOT 12 IY REVISION BLOCK 10 I BLOCK 10 a3 02-15-' NOTES: TIER 14 TIER 14 0-22-1 ELEVATIONS SHOWN 147'75(P) _ _ I_ 147.75'(p) g DRA HEREON ARE BASED ON INTEN SEMINOLE COUNTY BENCH MARK 4775101 ELEVATION 13.67 NAVE) 88EXF FOUND 3/4" IRON PIPE IT ISNOIDENTIFICATION EXCE PROFESSIONAL SURVEYORS AND MAPPERS 9TH STREETCERTIFICATIONOFAUTHORIZATIONOL87945SUBJECTPARCELCONTAINS NOI4500ORANGEBOULEVARD, SUITE 1000 SANFORD, FLORIDA 32771 0.2692± ACRES 66' PLATTED RIGHT OF WAY Surveying & Phone: (352) 735-3796 11730.0256± SQUARE FEET IRON PIPE CATION WALK IS 2.5' N. iL40 5 J -7"6--c- BOUNDARY SURVEY DESCRIPTION (As Furnished) LOTS 3 & 4, BLOCK 10, TIER 14, SEMINOLE PARK, according to the plat thereof as recorded in Plat Book 2, Page 75, of the Public Records of Seminole County, Florida, NOTES: r , x CERTIFIED TO: ELEVATIONS SHOWN HEREON ARE BASED ON RLH CONSTRUCTION SEMINOLE COUNTY BENCH MARK f EDDIE GREEN #4775101 ELEVATION 13.67 NAVD 88 Mj Nd Based on the FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, Seminole County, Florida, Community Panel Number 120294 0070 F, last dated 09/282007, 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 EAST line of Lot 6, Block 10, Tier 14, Being N 89'59'00" 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 110 CERTIFICATION OF AUTHORIZATION #LB7945 713 V V 4500 ORANGE BOULEVARD, SUITE 1000 SANFORD, FLORIDA 32771 S 1!J'vey'I ig & Phone: (352) 735-3795 Iltippiirg, PLC JOB NO. 15.1531 Sheet 1 of 2 AUL, REVISIONS AND ADDITIONS 02-15-16 1 LOCATE FORM BOARDS HSY 07-22-161 FINAL SURVEY JGH E 2-9 2016 LEGEND: Light Pole yyo = Fire Hydrant p = 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) 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 rQ = Denotes Utility Pole P) = Per Plat OCenterlineO = Well COL. = Column pd = 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 PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM DRAWING: 15.1531-1 DWG SURVEY DATE: 07/14/15 INTENDED DISPLAY SCALE: 1" = 40' DRAWN: HSY EXPECTED USE OF THIS LAND: RESIDENTIAL PURPOSES IT IS CERTIFIED THAI%VEy REPRESENTED HEREON MEETS OR EXCEEDS THE STq(JPP R ° PR.iCTICE AS SET FORTH IN CHAPTER 1 NLSTRATIVE CODE, PURSUANT *,,07-10e7,0e7, FLORIDA STATUTES. NOT VALID WtTF101ff E=AND THE ORIGINAL RAISED SEAL OF J+ 4L R &N DO SLRVEYOR AND MAPPER mN• DOUGLAS S. WILLf13,.,r q`td d Registration # 5984 FOR THE FIRM: SCALE: 1" = 40' NOTES: ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BENCH MARK 4775101 ELEVATION 13.67 NAVD 88 SET 1/2' IRON ROD & CAP STAMPED LB / 7945 FOUND 5/8 -IRON ROD NO IDENTIFICATION FOUND 3/4" IRON PIPE N 07'1720" W 1 66'(m) BOUNDARY SURVEY 8TH STREET SET NAIL & DISK 66' PLATTED RIGHT OF WAY SITE BM /2 21,3' ASPHALT ROADWA ELEV. - 22.67' EDGE OF PAVEMENT Y c dosi97514" 7 7p} SET NAIL & DISK SITE BM /1 ELEV. = 22.17' NO IDENTIFICATION BACK OF WALK IS 3.4' N. 5. '4'31 O d ' : 972'40" E 97.81'(m) 89 S . 47.75'(p) 50'(P) SD' - 50'DT- r 47.75 I DWYE FOUND 1" IRON PIPE I FOU DENTIFICATIOND1' IRON PIPE NO IDENTIFICATION I NO I I I ", n ,;• BACK OF WALK IS 2.7' Ni BACK OF WALK IS 2.5' I I ^ I II CL I II rmN 25 OwN III I12.0'. 2 25.6' 24.7' -CD D EO I$ 3 Z O LOT 5 W O LOT 2 BLOCK 10 Is r w F 4. 04oTIER 14IBLOCK10QBLOCK10F -o sm A 0) TIER 14 I TIER 14 -P fo o oLwt I ° O I " LOT 6 I 1^. J 4.0' RZa OV 4.0 J p I Z & 8N Y lnwo I z^ Y f7 I BLOCK 10 I Q 1 I I ::n o a BN I Noo iv' I TIER 14 o g p O e Owe I wy m O In INLjjC d H Q m N A I 2 C D] O I lV ^ DoZ4&7'1 O I LL J -DQ 25.6' A/C oI A/C© 25.5 Z I I FOUND 1" IRON PIPE IrwINOIDENTIFICATIONNI^ N 1 D 47.75(P) 1 50' r --------- L---- (P) --- SOY) 50 P) So'(P) I 47.75'(P) ALLEY WAY p) N89'1 4'31' W 100.00'( N 8914'31" W 97.61'(m) w WAY( N 8921'39' W 99.57-(m) lP FOUND 1/2" IRON ROD ` FOUND 1' IRON PIPE O ----------------- -----_-_----_--NO IDENTIFICATION--- NO IDENTIFICATIONQ -------------------- EF147.75'(p) I BACK OF WALK IS 19.0' E. 1 1 147.75'(p) o O C I I In LOT 7 I n I; Q g Y BLOCK 10 Y LOT 10 U a I TIER 14 I BLOCK 103I8 0bITIER148 Q L------------- 147_75(P) --I I----------------147.75'-) - - - - - - - m I I E FOUND 1/2- IRON ROD LOT 8 I NO IDENTIFICATION 2 BLOCK 10 I s LOT 11 ^ 3 TIER 14 j x BLOCK 10 YIN I TIER 14 I I g147.75'{p---------------I-------- 14 .7nplv, I E FOUND 3/4- IRON ROD NO IDENTIFICATION LOT 9 I o LOT 12 IY REVISIONS AND ADDIT 1 " BLOCK 10 I BLOCK 10 ; 02-15-16 LOCATE I 1 + TIER 14 TIER 14 + ? 07-22-18 FINAL SU I » 147.75'(p) - - - - - I- - - - - 147.75(P)- - g DRAWING: 15.1: INTENDED DISPU EXPECTED USI FOUND 3/4" IRON PIPE TNOIDENTIFICATIONITISCERTIFIED EXCEEDS THE STA IRS AND MAPPERS PURSUA.9 RIZATION #'LB794s SUBJECT PARCEL CONTAINS GITH STREET NOT VARS ARD, SUITE 1000 IDA 32771 0.2692± ACRES 66' PLATTED RIGHT OF WAY SEAL OF ?k 735-3796 11730.0256± SQUARE FEET CITY OF SANFORD BUILDING & FIRE PREVENTION 41l 2016 PERMIT APPLICATION Application No: ff Documented Construction Value: WJobAddress: I 5 eA I 1ST1 urt- Historic District: Yes No Parcel ID: 1(o— ` 5 9 c-_ Residential Commercial Type of Work: New4 Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: Phone: Name E_Mov' Fax: Email: Prop779S Owner Information 2I Phone: qbl Street: 2- ( IS S V`'. Resident of property? City, State Zip. i j - t;JS ' q , • 1p Co4ractor Information Name :T A'%Cs'.,..(- t.. to--.t-i s:.. ayHd -OA Street:%Su S. 61rtMAlc e 13t0ssv,-u fir. City, State Zip:L`JyLf O.r,.ho, %/ 3 2 F -0 -f' - Name: Street: City, St, Zip: Bonding Company: Address: Phone:g0 % %t_t#7 • 4A 3 e Fax: Al ,1A State License No.: 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: 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 _ ignature of Contractor/Agent Date N,CCl j Print Contractor/Agent's Name n SiQn fNotary-State of Flor'dJa Date V ', yti fjl1, JOHN M. JOHNSON MY COMMISSION # FF 956284 EXPIRES: March 23, 2020 Bonded Thru Notary Public Underwriters Contractor/Agent is Personally K ow to Me or Produced ID (/Type of ID .. Z_ BELOW IS FOR OFFICE USE ONLY Permits Required: Building Construction Type: Total Sq Ft of Bldg: Electrical Mechanical Occupancy Use: Main. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Plumbing[] Gas Roof 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 b CITY OF SANFORD TEU BUILDING & FIRE PREVENTION OCT 0 4 2016 PERMIT APPLICATION BY: Application No: S Documented Construction Value: 06. Job Address: CLi D l - fin Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair lDemo Change of Use Move Description of Work: N e>UJ d \A c, „\J (iII 1 'C'&'N VG Plan Review Contact Person:ab yL 0WZ>,s Title: Phone: , 1 > 6Fax: Email: 37,56 6P 66,11,)ryt Property Owner Information Name Street: iyIA City, State Zip: 011 tl it n, i,z:)iit;;x r,rn v9i t Name Phone: Resident of property? : r Information Phone: i?--b,' Street: q s WA ed Fax: N n N -e_' City, State Zip: \s2r)jn A , 3 2n3 2 State License No.: Arch itect/EngInee r 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-wor-k-and-installations-as-indicated.—)-certify-thatno -work or -installationhas 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: 51b 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. i 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 O«ner/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 Pobott Owc"-.) s Print ntmctor/Agent's Name ANNETTE SCOTT Notary Public . State of Florida My Comm. Expires Jan 16, 2018 Commission # FF 071760 aor/Aaent is Pers'0a'l W Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY 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, Fire Sprinkler Permit: Yes No # of Heads ENGINEERING: UTILITIES: lalm Plumbing - # of Fixtures. Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application r CBC1251684/CGC1512297/CCC1328743 EW P.O. Box 625 i Sanford, FL 32772-0625 MyGC(&RLHMana2ement.comRLHI CONSTRUCTION COMPANY Phone 407-330-7104 Reliable Luxury Habitations Fax 407-328-8055 Trade Contractor Purchase Order & Notice to Proceed uaie: uts/uyi b Page ul Ot u9 Trade Contractor: Walter Harris Job Number: 0701-005 - Property Owner: Emory Green Company Name: R.O. A/C -Walter Harris Rep & Sev. Property Address:1405 7th Street Work Phone: 407-951-9515 Cell Phone: 407-951-9515 City: Sanford Email: RobertOwens3756wanoo.com Fax Phone: N/A Cit /Count Permit #: 16 -1572 -City Contractor: R.O. A/C & Service LLC. Contact Person: Robert Owens Address: 2962 E Osceola Rd Geneva FL 32732 Email Address: RobertOwens3756Ayahoo.com Phone Number: 321-363-2501 Project Name: Green Duplex (0701-005 Project Location: 1405 7th Street Sanford, FL 32771 Quote Due Date: 8/1/16 Sly OCT 042016 BY: Work Order #: 005 Project Manager(s): Joseph Hillery Central Heating. and Air Condition Systems including Ducting Systems and bath exhaust with fans, and dryer Scope: vents.. . Acceptance of Agreement After review of the above referenced property and scope of work your company shall furnish all Labor & Materials for a lump sum of $7,000.00 for stated work outlined in the attached Quote Work Order#: 0701-005 Date 8/1/16. All work will be in accordance with state and local codes and will be quality workmanship. Payment Schedule: 1 st payment $3,500.00 2nd payment $2,800.00 3rd payment $700.00 1 st payment 50% after 50% completion, 2nd payment 40%after final inspection passes & 3`tl payment 10% after all work completel Work shall start on: September 12, 2016 and shall be completed on or prior to: October 31, 2016; if all work is not completed and passed final inspection by 5p.m. on agreed completion date Trade Contractor agrees to pay a penalty up to $250.00 per day.) The stated prices, specifications and conditions are satisfactory and are hereby accepted. Signature: oGve44 Trade Contractor Owner/Agent I authorize the above company to do the work as specified above. Signature: RLH Authorize Agent Date: Date: 9/9/16 A iy? S' Lo , I. BOUNDARY SURVEY LOTS 3 AND 4 AND THE NORTH 1/2 OF VACATED ALLEY ADJACENT ON SOUTH, BLOCK 9, TIER 17, SEMINOLE PARK, according to the plat thereof as recorded in Plat Book 2, Page 75 of the Public Records of Seminole County, Florida, FOUND 5/8" IRON ROD FOUND 1" IRON PIPE NO IDENTIFICATION NO IDENTIFICATION 5 89'00'13" E 99.88'(m)- J SET 1/2" IRON ROD CAP LB # 7945 FENCE CORNER IS 0.3' S & 1.0' E\ SCALE: 1" = 30' 49'(p) I 50'(p) I I I I ) I I EDGE OF PAVEMENT W 7TH STREET 66' PLATTED RIGHT OF WAY ASPHALT ROADWAY EDGE OF PAVEMENT N90'00'00"E 100'(c) 0 LOT w Y I I 25.7 — Q 13 I I E N ISO o 1I O I aM I I Iv LOT 1 is LOT 2 Q Q I^ BLOCK 9 I BLOCK 9 I Z , I TIER 17 i^ TIER 17 I 5C P- FENCE CORNER ISI I 0'N&0.5'W Q g LLJ a I I o z 0 v I I I f) BUILDING CORNER IS 0000 t NEIGHBORING I is LOT 7 is WOOD BUILDING is LOT 9 I I1 I I BLOCK 9 25.7'- I II I i BLOCK 9i I THE REMAINDER OF VACATED ALLEY I TIER 17 N 1/2 OF I+ NOT INCLUDED) 49'(p) I I o I 3 LOT 4 9 BLOC 9 17 TIER 7 12.0' 24.7' n I I 4.0' 1,5 4 IHm - co 4.0' 1 4, WOOD NFORMBOARDS FINISHED FLOOR I BUILDING C09NER IS 6.7'(ON) OVER HANG IS 8.36(ON)— OVER HANG IS 10.2'(ON)- n BUILDING COF44ER IS 9.6'(ON) 50'p) ROOF OVER HANG ATED ALLEY (Included) 50'(p) FOUND 1/2" IRON ROD CAP, # 3382. N 90'00'00 E 18.61'(m) I vl I I 31 I of I gl z FOUND 5/8" IR ROD & CAP PSM A 5823 \ 00_E 49.00' I N90'00'00"E _ 49'(p) 82 (p) 8130'0 SET I/2" IRON ROD I CAP LB p 7945 p FENCE CORNER IS yF Woa1 Fence Ysacwod 10.9'N&1.4' W M) CBW - concrete Block -11 ISO U 1I OI N I I I I SET 1/2" IRON ROD N I & CAP LB N 7945 I a cal. - ColumnDC 1.Meter 0 m)IN0076'06" wPOSITIONOFPLATTEDPOSITION I N LOT 5 I BLOCK 9 I o TIER 17 BFE - e.— Flood Elewtiw FENCE CORNER ISI I 0'N&0.5'W O I a z I o z O OVER HANG IS 7 8"'(ON) I I I f) BUILDING CORNER IS 6.2'(ON) I t NEIGHBORING LOT 6 is LOT 7 is WOOD BUILDING is LOT 9 LvONWOOD BLOCK 9 BLOCK 9 nNEIGHBORING i BLOCK 9i I 3 I TIER 17 COVERED CARPORT ON CONCRETE I I TIER 17 49'(p) I Z I- 50'(D) _I_ 6A CLF I 2 LD v J frl Based On the kLULKAL LMLKLiLINUT MAINAULMLfNI AuLNI:T, NAIIl1NAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, Seminole County, Florida. Community Panel Number 120294 0070 F, last dated 09/28/2007, it appears from a scaling of said mop 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 aboa referenced mop. h 1 roweeente a Boundwy Survey of Ne d.ecriptpn De lurnlehed1D5WSurwyinqandMallin¢ PLC, per 1 s inet—tion IM make, rdhg awnw niP w'ghle ofl'INHHn.Dno2. Beoringe eho hwew, ore Doved the NORTH f Block 9. Thr 17, 8-g N 9090'00* E. PER PLAT. 3. T1ThIv w fr hw, not shed IM Public record. or welrocleci 1b. land ehawn documwl. w aemenoCh.s. De /o nfa in the p.blic rwordfr oltrtnhcwntY tTniahor pNtinent wrch w no[ ncluded in IM ,cope 1 ae x of thi. n_ 4. The rN011w dielwce a Y Iw Doundory dimweiana oh.- herewof1Foolh10.000 feet. 5. Underground improwmente wd utilities haw n t Deen located. 6. This w cy performed by Dsw Sur eyinq and kfadppnq, PLC. i. Iw to by he cli homed h eon lar t e Prete v Pu,poose Ileled h—ch hi, &awing not Iegolly binding wRhoot by 'gndlur< ohdl wigina i.ed emboeeed left. No third sporty ie u hwiced to u 1- bowing In any way and this .urw Mal wlobe M Iiow foo clo Nee reeatinq Irwl the unaulnwized or illegal en limos pia o q wow td laws w Drofee.—. fee Poymwta. All llalR ,spool.. notes. pane. apecifdotiw,, computer flee. IINd note, w doll. athw documents and ehtole preDwed by this firm O me-rhente of ewNo' Moll ram n lh. wo,erly of lois lb— Thi. firm shall re all celotulwYandDth- n .ed ighl., including the co,,ight It e. The wigin.eofwthi. bowing romans the Propwty of DSw Surwying and MopDng. ePLC. 7. Bolding li- rence tim Ela we not to IN, u a, I way to recw.wet beunddry Ine locatnn. PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM .s.. rA PROFESSIONAL SURVEYORS AND MAPPERS CERTIFICATION OF AUTHORIZATION #LB7945 4500 ORANGE BOULEVARD, SUITE 1000 SANFORD. FLORIDA 32771 hone:(352) 735-3796 JOB N0. 15.1711 Sheet T of 1 8TH STREET 66' PLATTED RIGHT OF WAY AND ADDITIONS Light Pae t---___---__ ZZ --I1049'(p)49'(p) 03-n 50'(P) .(P) p R - A,, L yF Woa1 Fence Ysacwod I WITNESS MONUMEN I M) CBW - concrete Block -11 ISO I 1n 'm I 1I OISET1/2" IRON ROD I do CAP N 7945 I POC -Pant of Commwcemwl D) -Per Dsecrptiw I I SET 1/2" IRON ROD N I & CAP LB N 7945 I a cal. - ColumnDC 1.Meter 0 m)IN0076'06" w POSITIONOFPLATTEDPOSITION I covered I I I FENCE CORNER IS i w I 6.9' S& 13.4' IN I Z iV Cala c o edseLle BFE - e.— Flood Elewtiw FENCE CORNER ISI I 0'N&0.5'W DRAWING: 15.1711 DWG I I a z I o z I Q I I I I OR ASS SET FORTNTIED HERH CHAPTER I I I I LOT 6 is LOT 7 is LOT 8 is LOT 9 LOT 10 i BLOCK 9 BLOCK 9 BLOCK 9 i BLOCK 9i BLOCK 9 TIER 17 I TIER 17 TIER 17 I TIER 17 I TIER 17 49_(P) I- 50'(D) _I_ 501(p) so 49'(P) Based On the kLULKAL LMLKLiLINUT MAINAULMLfNI AuLNI:T, NAIIl1NAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, Seminole County, Florida. Community Panel Number 120294 0070 F, last dated 09/28/2007, it appears from a scaling of said mop 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 aboa referenced mop. h 1 roweeente a Boundwy Survey of Ne d.ecriptpn De lurnlehed1D5WSurwyinqandMallin¢ PLC, per 1 s inet—tion IM make, rdhg awnw niP w'ghle ofl'INHHn.Dno2. Beoringe eho hwew, ore Doved the NORTH f Block 9. Thr 17, 8-g N 9090'00* E. PER PLAT. 3. T1ThIv w fr hw, not shed IM Public record. or welrocleci 1b. land ehawn documwl. w aemenoCh.s. De /o nfa in the p.blic rwordfr oltrtnhcwntY tTniahor pNtinent wrch w no[ ncluded in IM ,cope 1 ae x of thi. n_ 4. The rN011w dielwce a Y Iw Doundory dimweiana oh.- herewof1Foolh10.000 feet. 5. Underground improwmente wd utilities haw n t Deen located. 6. This w cy performed by Dsw Sur eyinq and kfadppnq, PLC. i. Iw to by he cli homed h eon lar t e Prete v Pu,poose Ileled h—ch hi, &awing not Iegolly binding wRhoot by 'gndlur< ohdl wigina i.ed emboeeed left. No third sporty ie u hwiced to u 1- bowing In any way and this .urw Mal wlobe M Iiow foo clo Nee reeatinq Irwl the unaulnwized or illegal en limos pia o q wow td laws w Drofee.—. fee Poymwta. All llalR ,spool.. notes. pane. apecifdotiw,, computer flee. IINd note, w doll. athw documents and ehtole preDwed by this firm O me-rhente of ewNo' Moll ram n lh. wo,erly of lois lb— Thi. firm shall re all celotulwYandDth- n .ed ighl., including the co,,ight It e. The wigin.eofwthi. bowing romans the Propwty of DSw Surwying and MopDng. ePLC. 7. Bolding li- rence tim Ela we not to IN, u a, I way to recw.wet beunddry Ine locatnn. PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM .s.. rA PROFESSIONAL SURVEYORS AND MAPPERS CERTIFICATION OF AUTHORIZATION #LB7945 4500 ORANGE BOULEVARD, SUITE 1000 SANFORD. FLORIDA 32771 hone:(352) 735-3796 JOB N0. 15.1711 Sheet T of 1 8TH STREET 66' PLATTED RIGHT OF WAY AND ADDITIONS Light Pae Fire Hytrdnt p - Dala (Inlwewliw Mpe) DENOTES CONCRETE R - A,, L yF Woa1 Fence YsacwodU.E. - Lluily E.-- c.—I.- P.- of Culu- M) CBW - concrete Block -11PT - Point of Tangwcy PB - Plot Book PI - Point of Intw.wli- CNF - Corner Not FwrM PG s - Po e(ao) PRe( )- Pant i Rewrae Curvatura ONUL- demwd Utility LlnwPOB - Pant of eeginnmq Cif - Md. Lpk F -c. A/C - Air Conditiww POC -Pant of Commwcemwl D) -Per Dsecrptiw R/W- Right -0l -Way BY - Building Seloock I.- PcC - Point of Compound Curwture Dwotee Utility Pae P) - Pb Plal WNI cal. - ColumnDC 1.Meter TYP - Tlpica covered PRP - R... oint R.F.1N. CN t Acce NR) - lal Cala c o edseLle BFE - e.— Flood Elewtiw D.U.E.- DrI— & Utility Eosemm DRAWING: 15.1711 DWG I SURVEY DATE: 08/06/15 INTENDED DISPLAY SCALE: 1" - 30' DRAWN: OSW EXPECTED USE OF THIS LAND: RESIDENTIAL PURPOSES IEE1 TFIETHE STANDAR a P AI,,RIE OR ASS SET FORTNTIED HERH CHAPTER 5984 RAISED NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BENCH MARK, 4775101 ELEVATION = 13.67' CERTIFIED TO: RLH CONSTRUCTION COMPANY EMORY & GLADYS GREEN ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, San, r Seminole County, Winter Springs DEC 0 6 2016 Date: !' d l 6BY:—> Project Name: DuaLty Project Address: G'Vo3 I Building Permit #: 1(t- 15-1a 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. WL Print Na of Owner/Tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/10/15) J_o5eJ2LI Print Name of Gen. Contra for n%'d 4 - Sign ture of Gen. Oontractor C3 aS 16p Gen. Contractor License # T Print Name of El. C ntractor A. All Signature 1. ontractor El. Contractor License # Progress.Energy Florida Power and Light on QUEST FOR TUG & PREPOWER AGREEMENT Altamonte Springs, Casselberry, Longwood, Oviedo, Sanfor='d, -- l Seminole County, Winter Springs DEC 0 6 2016 Date: I , 16 416 Project Name:Project Address: /7 0,5 W, % ' S 1 Building Permit #: 16— -% Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1 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 Signature of bwner /Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/10/15) T,oz-34pL Hiflers, Print Name of Gen. C ntractor Sign ure of Gen. C tractor CBC Ian / ('g` --- Gen. Contractor License # f 441tA&WI, Print Name of Fl tontractor Signat e . Contractor e 13 ao dl L - El. Contractor License # Progress.Energy Florida Power and Light - on / Compliance requires certification by the air handler unit manufacturer that the air handier 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. EY JUN n 2, 9/23/2015 1:37 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software 5. - __ " " Page 1 of 6 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: R0915357 Builder Name: Street: 1405 W. 7th Street Permit Office: City of Sanford City, State, Zip: Sanford , FL , 32771 Permit Number: # 1 6 - 1 5 7 2Owner: Duplex Unit A & B Jurisdiction: 691500 Design Location: FL, Orlando 1. New construction or existing New (From Plans) 9. Wall Types (1669.3 sqft.) Insulation Area 2. Single family or multiple family Multi -family a. Concrete Block - Ext Insul, Exterior R=5.0 1205.30 ft2 b. Frame - Wood, Adjacent R=13.0 464.00 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(169.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 225 a. U -Factor: Dbl, U=0.65 169.33 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 17.1 HSPF:8.50 SHGC: b. Electric Heat Pump 17.1 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 Glass/Floor Area: 0.078 Total Proposed Modified Loads: 57.28 F q SS Total Baseline Loads: 58.08 i hereby certify that the plans and specifications covered by Review of the plans and 0 jjtE S7',, this calculation are in compliance with the Florida Energy specifications covered by this Code.' calculation indicates compliancerF,r with the Florida Energy Code. PREPARED BY: Before construction is completed wt 09-23-15DATE: this building will be inspected for 0 1 compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. G'0L3` with the Florida Energy Code. W OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handier 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. EY JUN n 2, 9/23/2015 1:37 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software 5. - __ " " Page 1 of 6 FORM R405-2014 9/23/2015 1:37 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 6 PROJECT Title: R0915357 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: Rotate Angle: 0 Street: 1405 W. 7th Street Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL , 32771 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Unit A 1090 8720 2 Unit B 1090 8720 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID 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 Bedroom1 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 139 1112 No 0 1 Yes Yes Yes 8 Dining 275 2200 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 Bedroom1 213 1704 No 2 1 1 Yes Yes Yes 12 B BathRM1 43 344 No 0 1 No Yes Yes 13 B BathRM2 43 344 No 0 1 No Yes Yes 14 B Kitchen 81 648 Yes 0 1 No Yes Yes 15 B Living 139 1112 No 0 1 Yes Yes Yes 16 B Dining 275 2200 No 0 1 Yes Yes Yes 9/23/2015 1:37 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 6 FORM R405-2014 9/23/2015 1:37 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 6 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 146 ft2 0 0 1 2 Slab -On -Grade Edge Insulatio Bedroom2 25 ft 150 ft2 0 0 1 3 Slab -On -Grade Edge Insulatio Bedrooml 12.3 ft 213 ft2 0 0 1 4 Slab -On -Grade Edge Insulatio BathRM1 1 ft 43 ft2 0 0 1 5 Slab -On -Grade Edge Insulatio BathRM2 1 ft 43 ft2 0 0 1 6 Slab -On -Grade Edge Insulatio Kitchen 1 ft 81 ft2 0 0 1 7 Slab -On -Grade Edge Insulatio Living 8 ft 139 ft2 0 0 1 8 Slab -On -Grade Edge Insulatio Dining 13 ft 275 ft2 0 0 1 9 Slab -On -Grade Edge Insulatio B Bedroom3 16.9 ft 146 ft2 0 0 1 10SIab-On-Grade Edge Insulatio B Bedroom2 25 ft 150 ft2 0 0 1 11SIab-On-Grade Edge Insulatio B Bedrooml 12.3 ft 213 ft2 0 0 1 12SIab-On-Grade Edge Insulatio B BathRM1 1 ft 43 ft2 0 0 1 13SIab-On-Grade Edge Insulatio B BathRM2 1 ft 43 ft2 0 0 1 14SIab-On-Grade Edge Insulatio B Kitchen 1 ft 81 ft2 0 0 1 15SIab-On-Grade Edge Insulatio B Living 8 ft 139 ft2 0 0 1 16SIab-On-Grade Edge Insulatio B Dining 13 ft 275 ft2 0 0 1 ROOF V 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 2248 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 2181 ft2 N N 9/23/2015 1:37 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 6 FORM R405-2014 CEILING 9/23/2015 1:37 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 6 Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Bedroom3 38 146 ft2 0.1 Wood 2 Under Attic (Vented) Bedroom2 38 150 ft2 0.1 Wood/ 3 Under Attic (Vented) Bedroom1 38 213 ft2 0.1 Wood 4 Under Attic (Vented) BathRM1 38 43 ft2 0.1 Wood 5 Under Attic (Vented) BathRM2 38 43 ft2 0.1 Wood 6 Under Attic (Vented) Kitchen 38 81 ft2 0.1 Wood 7 Under Attic (Vented) Living 38 139 ft2 0.1 Wood 8 Under Attic (Vented) Dining 38 275 ft2 0.1 Wood 9 Under Attic (Vented) B Bedroom3 38 146 ft2 0.1 Wood 10 Under Attic (Vented) B Bedroom2 38 150 ft2 0.1 Wood 1-1 Under Attic (Vented) B Bedroom1 38 213 ft2 0.1 Wood 12 Under Attic (Vented) B BathRM1 38 43 ft2 0.1 Wood 13 Under Attic (Vented) B BathRM2 38 43 ft2 0.1 Wood 14 Under Attic (Vented) B Kitchen 38 81 ft2 0.1 Wood 15 Under Attic (Vented) B Living 38 139 ft2 0.1 Wood 16 Under Attic (Vented) B Dining 38 275 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowoSpace 1 N Exterior Concrete Block - Ext InsdBedroom3 5 4 0 8 0 32.0 ft2 0 0 0.3' 0 2 W Exterior Concrete Block - Ext InsdBedroom3 5 13 0 8 0 104.0 ft2 0 0 0.3 0 3 S Exterior Concrete Block - Ext InsuBedroom2 5 12 0 8 0 96.0 ft2 0 0 0.3 0 4 W Exterior Concrete Block - Ext Insdl3edroom2 5 13 0 8 0 104.0 ft2 0 0 0.3 0 5 S Exterior Concrete Block - Ext InsLJBedroom1 5 12 4 8 0 98.7 ft2 0 0 0.3 0 6 N Exterior Concrete Block - Ext Insul Living 5 8 0 8 0 64.0 ft2 0 0 0.3 0 7 N Exterior Concrete Block - Ext Insul Dining 5 4 4 8 0 34.7 ft2 0 0 0.3 0 8 W Exterior Concrete Block - Ext Insul Dining 5 8 8 8 0 69.3 ft2 0 0 0.3 0 9' N Exterior Concrete Block - Ext Ins13lBedroom3 5 4 0 8 0 32.0 ft2 0 0 0.3 0 10 E Exterior Concrete Block - Ext lnsBlBedrOOm3 5 13 0 8 0 104.0 ft2 0 0 0.3 0 11 E Exterior Concrete Block - Ext InsBlBedroom2 5 13 0 8 0 104.0 ft2 0 0 0.3 0 12 S Exterior Concrete Block - Ext InsBlBedroom2 5 12 0 8 0 96.0 ft2 0 0 0.3 0 13 S Exterior Concrete Block - Ext InsBl Bedroom1 5 12 4 8 0 98.7 ft2 0 0 0.3 0 14 N Exterior Concrete Block - Ext Insul B Living 5 8 0 8 0 64.0 ft2 0 0 0.3 0 15 N Exterior Concrete Block - Ext InsulB Dining 5 4 4 8 0 34.7 ft2 0 0 0.3 0 16 E Exterior Concrete Block - Ext InsulB Dining 5 8 8 8 0 69.3 ft2 0 0 0.3 0 17 E Garage Frame - Wood Dining 13 29 8 232.0 ft2 0.23 0.01 0 18 W Garage Frame - Wood B Dining 13 29 8 232.0 ft2 0.23 0.01 0 9/23/2015 1:37 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-2014 DOORS Ornt Door Type Space Storms U -Value Width Height Area. Ft in Ft In - 1 N Insulated Dining None 35 3 6 8 20 ft2 2 N Insulated B Dining None 35 3 6 8 20 ft2 3 E Insulated Dining None 46 3 6 8 20 ft2 4 W Insulated B Dining None 46 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Pro osed orientation. Wall OverhangV # Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 W 2 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 W 4 TIM Low -E Double Yes 0.65 0.35 11.7 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 3 S 5 TIM Low -E Double Yes 0.65 0.35 11.7 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 4 N 6 TIM Low -E Double Yes 0.65 0.35 16.3 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 5 W 8 TIM Low -E Double Yes 0.65 0.35 33.3 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 6 E 10 TIM Low -E Double Yes 0.65 0.35 11.7 ft2 1 ft in 0 ft 6 in Drapes/blinds Exterior 5 7 E 11 TIM Low -E Double Yes 0.65 0.35 11.7 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 8 S 13 TIM Low -E Double Yes 0.65 0.35 11.7 ft2 1 ft 4 in Oft 6 in Drapes/blinds Exterior 5 9 N 14 TIM Low -E Double Yes 0.65 0.35 16.3 ft' 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 1453.3 79.79 150.05 1855 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 17.06 kBtu/hr 1 sys#1 2 Electric Heat Pump Split HSPF:8.5 17.06 kBtu/hr 2 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15.0 23.6 kBtu/hr 787 cfm 0.75. 1 sys#1 2 Central Unit Split SEER: 15.023.6 kBtu/hr 787 cfm 0.75 2 sys#2 9/23/2015 1:37 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 6 FORM R405-2014 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 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 225 ft2 Attic 150 ft2 Default Leakage Garage Default) Default) 1 1 2 Attic 6 225 ft2 Attic 150 ft2 Default Leakage Garage Default) (Default) 2 2 TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooliri Jan Feb Mar X A r Ma Xj Jun X Jul Au Se Oct Nov Dec Heating Jan Feb Mar Apr May j ]Jun f Jul Aurj SepJXJ Oct XNovDec lX Ventin [ Jan lX Feb X Mar X] A r [ Ma Jun ( Jul Aug Se X] Oct X 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 9/23/2015 1:37 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 6 of 6 FORM R405-2014 CRY PERFORMANCE LEVEL EPL). DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1405 W. 7th Street, Sanford, FL, 32771 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Ext Insul, Exterior R=5.0 1205.30 ftz2. Single family or multiple family Multi -family b. Frame - Wood, Adjacent R=13.0 464.00 ft 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=0.65 169.33 ft 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 SEER15.00 d. U -Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 17.1 HSPF:8.50 Area Weighted Average Overhang Depth: 1.333 ft. b. Electric Heat Pump 17.1 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. 9/23/2015 1:37 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: R0915357 wrightsoft® r r Date: 09-16-15 UnitA By: JND Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax 407-328-8055 For: Duplex Unit & B 1405 W. 7th Street, Sanford, FL 32771 Design Conditions Outdoor design DB: 42.0°F Indoor design DB: 70.0°F Heat loss: 11439 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Goodman or Eqv. Model: SSZ140241A+ASPT30C14 Actual airflow: 787 cfm Output capacity: 22000 Btuh 192% of load Supplemental heat required: 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 The above equipment was selected in accordance with ACCA Manual S. Entering coil DB: 69.1°F Capacity balancer 26 °F Economic balance: -99 °F wri htsoft 2015 -Sep -2314:11:48 r" 9 Right -Suite® Universal 2015 15.0.19 RSU07440 Page 1 File\R0915357 - Affordable Duplex\R0915357.rup Calc = MJ8 House Front faces: N e o 0 0 0 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 17688 Btuh Entering coil DB: 77.7°F Outdoor design WB: 76.0'F Latent gain: 3029 Btuh Entering. -coil WB: 63.8'F Indoor design DB: 75.0°F Total gain: 20717 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+ASPT30C14 Actual airflow: 787 cfm Sensible capacity: 17700 Btuh 100% of load Latent capacity: 5900 Btuh 195% of load Total capacity: 23600 Btuh 114% of load SHR,: 75% Design Conditions Outdoor design DB: 42.0°F Indoor design DB: 70.0°F Heat loss: 11439 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Goodman or Eqv. Model: SSZ140241A+ASPT30C14 Actual airflow: 787 cfm Output capacity: 22000 Btuh 192% of load Supplemental heat required: 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 The above equipment was selected in accordance with ACCA Manual S. Entering coil DB: 69.1°F Capacity balancer 26 °F Economic balance: -99 °F wri htsoft 2015 -Sep -2314:11:48 r" 9 Right -Suite® Universal 2015 15.0.19 RSU07440 Page 1 File\R0915357 - Affordable Duplex\R0915357.rup Calc = MJ8 House Front faces: N Manual S Compliance Report Job: R0915357 wrlghtsoft® Date: 09-16-15 Unit B By: JND Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 For: Duplex Unit & B 1405 W. 7th Street, Sanford, FL 32771 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 17677 Btuh Outdoor design WB: 76.0°F Latent gain: 3029 Btuh Indoor des.ign DB: 75.0°F Total gain: 20706 Btuh Indoor RH: 50% Estimated airflow: 787 cfm Manufactur'er's Performance Data at Actual Design Conditions Entering coil DB: 78.70F Entering coil WB: 64..1°F Equipment type: SplitASHP Manufacturer: Goodman or Eqv. Model: SSZ140241A+ASPT30C14A Actual'airflow: 787 cfm Sensible capacity: 17700 Btuh 100% of load Latent capacity: 5900 Btuh 195% of load Total capacity: 23600 Btuh 114% of load SHR: 75% a o • Design Conditions Outdoor design DB: 42.0°F Heat loss: 11439 Btuh Entering coil DB: 69. VF Indoor design IDB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP 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 The above equipment was selected in accordance with ACCA Manual S. Capacity balance: 26 °F Economic balance: -99 °F rF wri htsoftg 2015 -Sep -2314;11:48 9 Right -Suite® Universal 2015 15.0.19 RSU07440 Page 2 ACCA .. File\R0915357 - Affordable Duplex\R0915357.rup Calc = MJ8 House Front faces: N Project Summar Job: R0915357 W rlghtsofte y Date: 09-16-15 U111tA By: JND Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax 407-328-8055 eMl For: Duplex Unit A & B 1405 W. 7th Street, Sanford, FL 32771 Notes: Load Calculation was obtained from an electronic copy of drawing. 0 0 GA's 4 Weather: Orlando, FL, US Winter Design Conditions Outside db Inside db Design TD Summer Design Conditions 42 °F Outside db 70 °F Inside db 28 °F Design TD Daily range Relative humidity Moisture difference Heating Summary Structure 8735 Btuh Ducts 2704 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 11439 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft2) 1093 1093 Volume (ft') 8748 8748 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 Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 22200 Btuh @ 47°F 26 F 787 cfm 0.069 cfm/Btuh 0.50 in H2O 93 °F 75 °F 18 °F M 50 % 44 gr/Ib Sensible Cooling Equipment Load Sizing Structure 13003 Btuh Ducts 4685 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 17688 Btuh Latent Cooling Equipment Load Sizing Structure 2090 Btuh Ducts 939 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 3029 Btuh Equipment total load 20717 Btuh Req. total capacity at 0.75 SHR 2,0 ton Cooling Equipment Summary Make Goodman or Eqv. Trade Split AC Cond SSZ140241A Coil ASPT30C14 AHRI ref 5722672 Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 11.5 EER, 15 SEER 17700 Btuh 5900 Btuh 23600 Btuh 787 cfm 0.044 cfm/Btuh 0.50 in H2O 0.85 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A.... Wrl htSO'ftm 2015 -Sep -23 14:11:48 f" g Right -Suite® Universal 2015 15.0.19 RSU07440 Page 1 File\R0915357 - Affordable Duplex\R0915357.rup Calc = MJ8 House Front faces: N I Notes: Load Calculation was obtained from an electronic copy of drawing. Pill Weather: Orlando, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 °F Outside db 93 F Inside db 70 °F Inside db 75 F Design TD 28 °F Design TD 18 F Daily range M Relative humidity 50 Moisture difference 44 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 8735 Btuh Structure 12139 Btuh Ducts 2704 Btuh Ducts 4685 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 853 Btuh Piping 0 Btuh Equipment load 11439 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 17677 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2090 Btuh Ducts 939 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 1093 1093 Equipment latent load 3029 Btuh Volume (ft') 8748 8748 Air changes/hour 0.32 0.16 Equipment total load 20706 Btuh Equiv. AVF (cfm) 47 23 Req. total capacity at 0.75 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman or Eqv. Make Goodman or Eqv. Trade Split AC Trade Split AC Model SSZ140241A Cond SSZ1.40241A AHRI ref 5722672 Coil ASPT30C14A AHRI ref 5722672 Efficiency 8.5 HSPF Efficiency 10.7 EER, 15 SEER Heating input Sensible cooling 17700 Btuh Heating output 22000 Btuh @ 47°F Latent cooling 5900 Btuh Temperature rise 26 °F Total cooling 23600 Btuh Actual air flow 787 cfm Actual air flow 787 cfm Air flow factor 0.069 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. MLL htsoftRight-Suite® 2015 -Sep -2314:11:48 rF wri Universal 2015 15.0.19 RSU07440 Page 2SCAL. File\R0915357 - Affordable Duplex\R0915357.rup Calc = MJ8 House Front faces: N PF wrightsoft' Right -JO Worksheet Unit Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 Job: R0915357 Date: 09-16-15 By: JND 1 Room name Unit A Bedroom3 2 Exposed wall 74.9 ft 16.6 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 1093.4 ft' 145.9 ft' Ty Construction U -value Or HTIVI Area (ft') Load Area (ft') Load number Btuh/W'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 -566-7 A,4,25 n j i 60 2'50 128 91 320 229 29 103 73 4 A& 18. 20 9:80 A 5.53 0 299 0 00 0 11N0.0350 tna b b 1 97 19 b W 13A-5ocs 0.125 e 0. 0.00 0 0 0 0 0 0 0 0 11 4A5 -lob 0.650 e 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 0.650 e 0.00 0.00 0 0 0 0 0 0 0 0 W_ A 3, A-1 25 3.'56 166 l 195 18.3 457 b 1 20 5'3 2 12 214 183 0 0 0 IW 13A-5ocs 0.125 w 3.50 2.50 277 220 771 551 104 92 323 231 4A5-2ob 0.650 w 18.20 34.28 24 3 428 805 12 1 214 403 4A5-2ob 0.650 w 18.20 35.06 34 3 610 1175 0 0 0 0 12B Osw 0 097 2.72 1:78 96 76 208 135 0 ' b 6 0 1N 0 10.92 x' oI 1 1: ,, , -, -0 , I i 0 P 12C-Osw 0.0 191 2.55 1.48 144 144 367 214 0 0 0 0 G , , 11, 1 - , __ 60 I I 10913, 1 46 25 F 22A-cpI 0.989 27.69 0.00 1093 75 2075 0 146 17 459 0 Z' 6 c) AED excursion 1041 228 Envelope loss/gain 7303 7398 1229 1191 12 a) Infiltration 1431 460 318 102 b) Room ventilation 0 0 0 0 13 1 ntemal gains: Occupants @ 230 4 920 1 230 Appliances/other 4225 0 Subtotal (lines 6 to 13) 8735 13003 1547 1523 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8735 13003 1547 1523 15 Duct loads 31% 36% 2704 4685 31% 479 549 Total room load 11439 17688 2027 2071 Air required (cfm) 787 787 139 92 Calculations aDoroved by ACCA to meet all reauirements of Manual J 8th Ed Fk wrightsc),ft- 2015 -Sep -23 14:11:48 ACC,lkRight-Suite® Universal 2015 15.0.19 RSU07440 Page 1 File\R0915357 - Affordable Duplex\RO915357.rup Calc = MJ8 House Front faces IN 9- wrightsoft` Right -JO Worksheet Unit A Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 Job: R0915357 Date: 09-16-15 By: JND 1 Room name Bedroom2 Bedrooml 2 Exposed wall 226 25.0 ft 12.3 ft 3 Room height 1700 1363 8.0 ft heat/cool 8.0 ft 12 heat/cod 4 Room dimensions 477 153 1.0 x 150.4 ft 76 1.0 x 212.6 ft 5 Room area 0 0 ft150.4 ft' 0 212.6 ft' Intemal gains: Occupants @ 230 1 Ty Construction U -value Or HTM 460 Area (ft') Appliances/other Load Area (ft') Load number 13tuh/ft2 °F) Btuh/ft2) or perimeter ft) Btuh) or perimeter (ft) Btuh) 1285 1296 Less external load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 13A 5ocs 0 125 0 0 0 0 0 0= 0 0 0 0 0 4A52ob 0850 n 1&20 15'53'0 1747 0 0 0 0 Duct loads 0:0 36% 0` 629 31% 11N0 0350 n 9.80 15`92 0 0_0 2376 0 1683 1763 Air required (cfm) IW- 13A-5ocs 0.125 e 0.00 0.00 0 78 0 0 0 0 0 0 0 11 4A5 -20b 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 l 4AS2ob 0 650 a 0.00 0.00 0 0 0 0 0 0 0 0 W 00 125 s , 3:50 2.50 96 96 336 240 99 87 304 217 4AS 3 650. s,d, 18:20 15:53 0 0 0 0 12 12 214 13A-5ocs 0.125 w 3.50 2.50 104 92 323 231 0 0 0 0 4A5-2ob 0.650 w 18.20 34.28 12 1 214 403 0 0 0 0 4A5-2ob 0.650 w 18.20 35.06 0 0 0 0 0 0 0 0 12B Osw 0 097 e 2.72 1 78 o,; o 0 0 0 0 o o: v11N0. ! 0.350,. n r 9;80. 10:92 0 0 r ._0 0 t: 0 0'-..-, a„0. ap P 12C Osw 0.091 2.55, 1.48 0 0 0 0 0 0 0 0 1613-3Pad 0 032 0:907 1: Z5 50 r> 150 263135 213„S 213 F 22A-cpl 0.989 27.69 0.00 150 s 25 692 0 213 12 342 0 t .. Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsOftw - 2015 -Sep -23 14:11:48 P. Right -Suite® Universal 2015 15.0.19 RSU07440 Page 2 File%RO915357 - Affordable DuplexAR0915357.rup Calc = MJ8 House Front faces: N 6 c) AED excursion 226 11 Envelope loss/gain 1700 1363 1050 761 12 a) Infiltration 477 153 235 76 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 1 230 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 2177 1747 1285 1296 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2177 1747 1285 1296 15 Duct loads 31% 36% 674 629 31% 36% 398 467 Total room load 2851 2376 1683 1763 Air required (cfm) 196 106 116 78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsOftw - 2015 -Sep -23 14:11:48 P. Right -Suite® Universal 2015 15.0.19 RSU07440 Page 2 File%RO915357 - Affordable DuplexAR0915357.rup Calc = MJ8 House Front faces: N di F wrightsoft, Right -JO Worksheet Unit Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 Job: R0915357 Date: 09-16-15 By: JND 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 Room dimensions 5.0 x 8.7 ft 5.0 x 8.7 ft 5 Room area 43.3 ft' 43.3 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number Btuh/W-'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 W 12IA'!5c6"' 0,12 n 60 2;'50 0 b Ib b 04A5-2bb' b'650': 1 b,,b A5`53 - b b 0850 9.8010;92 0' 0 0 000 0 ;,,7 IW 13A-5ocs e 0.00 0.00 0 0 0 0 0 0 0 0 11 4A5 -lob 0.650 e 0.00 0.00 0 0 0 0 0 0 0 0 4AS2ob 0.650 e 0.00 0.00 0 0 0 0 0 0 0 0 W 3.50 250 0 O' 0 b d 4 2ob' 0&50 S, 18.20 K63 d d b 0 0 0 Q o W. 13A-5ocs 0.125 w 3.50 2.50 0 0 0 0 0 0 0 4A5-2ob 0.650 w 18.20 34.28 0 0 0 0 0 0 0 0 4A5-2ob 0.650 w 18.20 35.06 0 0 0 0 0 0 0 0 0-97 A 7 b b 0 0 b JIN 635b 1 gi2 0 0 0 P 12C-Osw 0.091 2.55 1.48 0 0 0 0 0 0 0 0 B".qQa 6.90 1. 7t 43 43 39 76,' F 22A-cpl 0.989 27.69 0.00 43 0 0 0 43 0 0 0 ZI/ 5, 4 6 c) AED excursion 1 1 Envelope loss/gain 39 75 39 75 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 1 ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 1 39 75 1 39 75 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 39 75 39 75 15 Duct loads 31% 36% 12 27 31% 36% 12 27 Total room load 51 102 51 102 Air required (cfm) 3 5 1 5. Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wwrightsc),ft- 2015 -Sep -2314:11:48 A _ZA Right -Suite® Universal 2015 15.0.19 RSU07440 Page 30 ... File\R0915357 - Affordable DupleAR0915357.rup Calc = MJ8 House Front faces: N F rFIdI wrightsoft, Right -M) Worksheet Job: R0915357Date: 09-16 , -15UnitA By: JND 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 5 Room dimensions Room area 9.3 x 80.9 ft, 8.7 ft 17.3 225.3 W x 13.0 ft Ty Construction U -value Or HTM Area (W) Load Area ft') Load number Btuh/W-'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Coal 6 s', ob b: 12 6.65b 360 3,50 18 20 480 2 50 15.63 10:92 0 0 o Cl 0 0 0` O 0 0 62 2i 1' 299 9J`197 j 58 256 1 WW 13A-5ocs 0.125 e 0.00 0.00 0 0 0 0 0 0 6 0 11 I G 4A5-2ob 0.650 e 0.00 0.00 0 0 0 0 0 0 0 0 W 4A5-2ob 4A-2ob,',,_' 13A-5ocs 0.650 0 0.125 e w 0.00 0 3.50 0.00 50 6: 51 2.50 0 0, 0 0 0 0 0 0 0 0 0 0 0, 0 0 0 0 b 0 0 0 0 4A5-2ob 0.650 w 8.20118.20 34.28 0 0 0 0 0 0 0 0 1 4A5-2ob 12 0sw 1 - -, ' -, " , 7"' 0.650 I 'd 097 0,356 w jn 2".7j' 9.,8, 0 35.06 A 6 O 92 0 0 0 0, 0 A, 0 0 0 0 0 0 0 b 0 0 0 4, P 12C-Osw 166r 0.091 2.55 1.48 0 0 0 0 144 144 367 214 F 22A-cpl 0.989 27.69 0.00 81 0 0 0 225 12 342 0 j A V y A: 6 c) AED excursion 14 24 Envelope loss/gain 72 127 1624 1214 12 a) Infiltration 0 0 235 76 b) Room ventilation 0 0 0 13 1 ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 1500 1500 Subtotal (lines 6 to 13) 72 1627 1860 2790 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 72 1627 1860 2790 15 Duct loads 1 31% 36% 22 586 31%,j 36%1 576 1005 Total room load 1 95 2214 1 2435 3795 Air required (cfm) 7 98 168 169 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A, _Fk vvrightsc),ft- 2015 -Sep -23 14:11:48 AC_-Z k Right -Suite@ Universal 2015 15.0.19 RSU07440 Page 4 File\RO915357 - Affordable DupleAR0915357.rup Calc = MJ8 House Front faces: N 9- wrightsoft, Right -J@ Worksheet Unit Florida SPECS 815 French Ave, Sanford, FL 32774 Phone 407-322-0216 Fax: 407-328-8055 Job: R0915357 Date: 09-16-15 By: JND 1 Room name Dining 2 Exposed wall 8.7 ft 3 Room height 8.0 ft heat/cool 4 Room dimensions 1.0 x 191.6 ft 5 Room area 191.6 ft' Ty Construction U -value Or HTM Area (ft') Load Area Load number Btulh/Wp'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 v 125 n 2'50 0 0 c) AED excursion 638 4A 5 lob, 0 ., 660 n" 18.'20 5z 0 0 1550 2592 11N0 0,350 n '"'_b 8 10:92q2 0 0 0 53 W 13A-5ocs 0.125 e 0.00 0.00 0 0 0 0 13 1 ntemal gains: 11 0 4A5-2ob 0.650 e 0:00 0.00 0 0 0 0 Appliances/other 4A5-2ob 0.650 e 0.00 0.00 0 0 0 0 1715 3870 1'5'61 50 0 0 0 4A572c5ol,,":,,,-,,,",.,;,,-.,,"' 0650 s 218 0 53R 0 0 Redistribution W. 13A-5ocs 0.125 vv' 3:50 2.50 69 36 125 90 S ubtotal 1715 4A5-2ob C 8.20118.2035. 34.28 0 0 0 0 36% 531 1394 4A5 -lob Total room load 0 66 34 3 610 1175 5264 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk vvriiightsc),ft- 2015 -Sep -23 14:11:48 ACC4,, Right -Suite@ Universal 2015 15.0.19 RSU07440 Page 5 File\R0915357 - Affordable Duplex\R0915357.rup Calc = MJ8 House Front faces: N 7 c) AED excursion 638 Envelope loss/gain 1550 2592 12 a) Infiltration 165 53 b) Room ventilation 0 0 13 1 ntemal gains: Occupants @ 230 0 0 Appliances/other 1225 Subtotal (lines 6 to 13) 1715 3870 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 S ubtotal 1715 3870 15 Duct loads 31% 36% 531 1394 Total room load 2246 5264 Air required (cfm) 155 234 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk vvriiightsc),ft- 2015 -Sep -23 14:11:48 ACC4,, Right -Suite@ Universal 2015 15.0.19 RSU07440 Page 5 File\R0915357 - Affordable Duplex\R0915357.rup Calc = MJ8 House Front faces: N rF wrightsoft' Right -JO Worksheet Unit B Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 Job: R0918357 Date: , 09-16-15 By: AD 1 Room name 1431 4601 Unit B 318 102 B Bedroom3 b) Room ventilation 2 Exposed wall 0 0 0 74.9 ft Internal gains: Occupants @ 230 4 16.6 ft 920 3 Room height 230 Appliances/other 8.0 ft d 4225 8.0 ft heat/cool 0 4 Room dimensions 8735 12139 1547 1350 1.0 x 145.9 ft 5 Room area 0 0 1093.4 ft' Less transfer 145.9 ft' 0 Ty Construction U -value Or HTM Area (ft') 0 Load Area (ft') Load 0 14 Subtotal number Btuh/ft2-'F) 8735 Btuh/ft2) or perimeter (ft) Btuh) 1547 or perimeter (ft) 13tuh) Duct loads 31% 39% 2704 4685 31%1 Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Coal 6 Av UALSocs 0125 50 1'28 4i 32b 87 229 29 29 1'0'3 13 4A 25 db`, 0- 656 hj,`i, N3 299 266 0 0 0 i N0 350 n 9 80 i'l Q;92 0 20 21,9 9 b o W, 13A-5ocs 0.125 e 3.50 2.50 277 226 771 551 104 92 323 231 11 4A5-2ob 0.650 e 18.20 34.28 24 3 428 805 12 1 214 403 4A5-2ob 0.650 e 13.20 35.06 34 3 610 1175 0 0 0 0 g, 3 50bs; - b'i 25 i< i 183 640 487 0 15.5"3 12 1 12 21,4 183 018.2 0 :,0, i 0 13A-5ocs 0.125 w 0.00 0.00 0 0 0 0 0 0 0 0 4A_5,2cb 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 126-Osw' 178 66 x'76 125 0 6 0 11N0_,„ 0,350 n,, 197 219 P 12C-Osw 0.091 2.55 1.48 367 214 01 0 0 0 32 l -:75 109 3 1093 8 1'46C' 22A-cpl 0.989 27.69 0.00 1093 75 2075 0 146 17 459 0 Zl 6 c) AED excursion 1 1 1771 1 1 1 55 Envelope loss/gain 1 73031 65341 1 1 12291 1017 12 a) Infiltration 1431 4601 318 102 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) 8735 12139 1547 1350 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8735 12139 1547 1350 15 Duct loads 31% 39% 2704 4685 31%1 39% 479 521 Total room load 1 11439 16824 2027 1870 Air required (cfm) 787 787 1391 87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wrightsc)-ft' Right -Suite® Universal 2015 15.0.19 RSU07440 2015 -Sep -23 14,11 48 ACZ5N Page 6 File\RO915357 - Affordable Duplex\RO915357.rup Calc = MJ8 House Front faces: N rF wrightsoft, Right -JO Worksheet Job: Date: 09R0915357 16-15UnitB By: JND Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 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 Room dimensions 1.0 x 150.4 ft 1.0 x 212.6 ft 5 Room area 150.4 ft' 212.6 ft' Ty Construction U -value Or HTIVI Area (ft') Load Area (ft') Load number Btuh/ft2-'F) at /ft2) or perimeter ft) at h) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Coal 6 A- bJ'25 n 0 0 0 0 0 4A 5 lob 0:650 18:210 15:53 0 0 0 o 0 z11K," A., 60 n, 9M 2 ',: 11 1 , 0 I I I b 6 A P W. 13A-5ocs 0.125 e 3.50 2.50 104 92 323 231 0 0 0 0 11 4A5-2ob 0.650 e 18.20 34.28 12 1 214 403 0 0 0 0 4A5-2ob 0.650 e 18.20 35.06 0 0 0 0 0 0 0 0 Irs, 96 336, 240 016 87 3 21 E65b 18.20 f&6 o b 0 o 12 12 183 W 13A-5ocs 0.125 w 0.00 0.00 0 0 0 0 0 0 0 0 4A52ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 126 Osw 11,Nb 6647 2 1 78 10 0 b o b 0 b 6 3 05 0 92 0 0 0" 0 P 12C-Osw 0.091 2.55 1.48 0 0 0 0 0 0 0 0 1813 Nja 032 O g 0 1.75 150, 160 3$ 1 213 ibb1 .1 72 F 22A-cpl 0.969 27.69 0.00 150 25 692 0 213 12 1 342 0 V" 4 Y 6 c) AED excursion 50 28 Envelope loss/gain 1700 1187 101,50 743 12 a) Infiltration 477 153 235 76 b) Room ventilation 0 0 1 0 0 13 1 ntemal gains: f Occupants @ 230 1 2301 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 2177 1570 1285 1279 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2177 1570 1285 1279 15 Duct loads 31% 39% 674 606 31% 39% 398 494 Total room load 2851 2176 1683 1773 Air required (cfm) 196 102 116 83 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed vwriightsc'ft- Right -Suite® Universal 2015 15.0.19 RSU07440 2015 -Sep -23 14:11:48 4CCAN ... File\RO915357 - Affordable DuplexAR0915357.rup Calc = MJ8 House Front faces: N Page 7 r " ELr wrightsoft, Right -J@ Worksheet Job: R0915357 Date: 09-16-15UnitB By: JND Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 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' 43.3 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number Btuh/ft22F) Btuh/ft2) or perimeter ft) 13tuh) or perimeter (ft) 13tuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 125 o 0 0 0 b A, 0 650 h j" 11820 i5M b 0 0 4 O._350-, n 9.8 d 10 9 o b b o 0 0 5 ", '0 0 W 13A-5ocs 0.125 e 60 2*5'0 0 0 0 0 b 0 0 0 11IO4A5J2 lob 0.650 e 18.20 34.28 0 0 0 0 0 0 0 0 4A5-2Iob 0.650 e 18.20 35.06 0 0 0 0 0 0 0 0 W 25 I'3 66 Z'5d 0' 0 b o 0 q 4 2o lb"' b650 18.20 115.53 0 0 0 0 0 W. 13A-56cs 0.125 w 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 ijo"ds j"F 0 097,'272 78 d o b b b 6 6 Q 350 9M i" 920. 0, 0 0 0; 0 0 0 P 12C-Osw 0.091 2.55 1.480 0 0 0 0 0 0 0 d/' 0 Q32 0.0 0 l 15 i 43 4 gl 46 43 3 F 22A-cpl 0.989 27.69 0.00 43 0 0 0 43 0 0 0 Y c) AED excursion 2 2 Envelope loss/gain 39 74 39 74 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 74 39 74 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 39 74 39 74 15 Duct loads 31% 39% 12 29 31% 39% 12[_ 29 Total room load 51 103 51 103 Air required (cfm) 31 51 31 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvrightsc)Pft- 2015 -Sep -2314:11:48 4C0NRight-Suite(@ Universal 2015 15.0.19 RSU07440 Page 8 File\RO915357 - Affordable DupleAR0915357.rup Calc = MJ8 House Front faces: N wrightsoft5 Right -JO Worksheet Unit B Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 Job: R0915357 Date: 09-16-15 By: JND 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 ft80.9 ft' 225.3 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number Stuh/ft' °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 So 0.125 n 3.50 2.50 0 0 0 0 99 62 217 155 I G 4A5-2ob 0 650 n 18.20 15.53 0 0" 0 0 16 0 299 256 No " 0.350 n 9.80 10.92. 0 0 0 0 20 20 197 219 13A-5ocs 0.125 a 3.50 2.50 0 0 0 6 0 0 0 b 11 G 4A5-2ob 0.650 a 18.20 34.28 0 0 0 0 0 0 0 0 C' 4A5-2ob 0.650 a 18.20 35.06 0 0 0 0 0 0 0 0 W" ` 13A-5o6s 0.125 s' A'50 2.50 0 0 0 0 b 0 0 0 L_G 4A S2ol " 0.650 s 18.20. 15.53 0 0 0 0 0 0 0 0 13A-5ocs 0.125 w 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 0.650 w 0.00 0.00 0 0 0 0 0 0 0,, 04A5-2ob 126 Osw"' b697 2:72 1.76 0 0 0 o 0 o 0 11N0 0 350 n 9,80 10.92: 0 0 0 0 0 0 0 P_ " 0.091 2,55 1.48 0 0 0 0 144 144 367 21412C-0sw,. C 16200ad 0.032 0:,90 1.75 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 36 61 Envelope loss/gain 72 106 1624 1177 12 a) Infiltration 0 0 235 76 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 1500 1500 Subtotal (lines 6 to 13) 72 1606 1860 2753 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 72 1606 1860 2753 15 Duct loads 31% 39% 22 620 31% 39% 576 1062 Total room load 95 2226 2435 3815 Air required (cfm) 7 104 168 178 Calculations aDDroved by ACCA to meet all reouirements of Manual J 8th Ed w rig h t90ft" 2015 -Sep -23 14:11:48 Right -Suite® Universal 2015 15.0.19 RSU07440 Page 9 File\R0915357 - Affordable Duplex\R0915357.rup Calc = MJ8 House Front faces: N r-, Al.. IFF wrightsoft, Right -J@ Worksheet Unit B Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 Job: R0915357 Date: 09-16-15 By: AD 1 Room name B Dining 0.650 2 Exposed wall 8.7 ft 0 3 Room height 8.0 ft heat/cool 0 4 Room dimensions 1.0 x 191.6 ft 5 Room area 191.6 ft' O,b 11" Ty Construction U -value Or HTM Area (ft') Load Area Load number Btuh/ft?'F) 11 NO' Btuh/ft2) or perimeter (ft) Btuh) or perimeter AO Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 12C-OswB73 0.091 2.55 1.48 6 W, JA566 ob' 0.125 0.650 j§0 n 3.,5O 8 20, 2 50 53 0 A 0 o 0 o O b 6 'Y' OA0 W 2, 13A-5ocs 0.125 e 3.50 2.50 69 36 125 90 F 22A-cpl 0.989 11 0.00 4A5 -lob 0.650 e 18.20 34.28 0 0 0 0 G 4A5-2ob. 7 4A 5 -2ob, 0.650 q 128 0 e 18.20 18. k 35.06 2.5 0 f5.53 34 11 0 b 3 0 b 610 O 1175 b 0 13A-5ocs 0.125 w 0.00 0.00 0 0 0 0 7, t—'G 4A5-2ob 0.650 w 0.00 0.00 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A L vvrightsoft- 2015 -Sep -23 14:11:48 Right -Suite® Universal 2015 15.0.19 RSU07440 Page 10 File\RO915357 - Affordable DuplexNRO915357.rup Calc = MJ8 House Front faces: N 4A5-2ob 0.650 w 0.00 0.00 0 0 0 0 F iM bisw, O,b 11" I , 2.72 66 76 26i3 lk 11 NO' 56ri` 9-8Q 10 .929 AO 20 19 P 12C-OswB73 0.091 2.55 1.48 0 0 0 0 6 'Y' OA0 75 2, M5 F 22A-cpl 0.989 27.69 0.00 192 9 240 0 7, J 6 c) AED excursion 201 Envelope loss/gain 1550 2155 12 a) Infiltration 165 53 b). Room ventilation 0 0 13 1 ntemal gains: Occupants @ 230 0 0 1 Appliances/other 1225 Subtotal (lines 6 to 13) 1715 3433 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1715 3433 15 Duct loads 31% 39% 531 1325 1 TotalTotal room loadTAir : reqredl 2246 4758 cfm) 155 223 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A L vvrightsoft- 2015 -Sep -23 14:11:48 Right -Suite® Universal 2015 15.0.19 RSU07440 Page 10 File\RO915357 - Affordable DuplexNRO915357.rup Calc = MJ8 House Front faces: N Duct System Summary Job: R0915357 wraghtSOft Date: 09-16-15 UnitA By: JND Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 For: Duplex Unit A & B 1405 W. 7th Street, Sanford, FL 32771 Name 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 , Supplyj 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) Oxo VIFx 189 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 BathRM1 c 102 3 5 0.265 4.0 Ox VIFx 35.0 120,0 st3 BathRM2 c 102 3 5 0.265 4.0 Oxo VIFx 35.0 120.0 stl Bedrooml h 1683 116 78 0.265 6.0 Oxo VIFx 35.0 1,20.0 st3 Bedroom2 h 2851 196 106 0.265 8.0 Oxo VIFx 35.0 120.0 st3 Bedroom3 h 2027 139 92 0.265 7.0 Oxo VIFx 35.0 120.0 st3 Dining -A c 5264 155 234 0.265 8.0 Ox'0 VIFx 35.0 120.0 stl Kitchen c 2214 7 98 0.265 6.0 Oxo VIFx 35.0 120.0 SO Living c 3795 168 169 0.265 7.0 Oxo VIFx 35.0 120.0 stl s:.naa rr,n: < . r.-4.. .,xxi ,„s,N.,syz ;n r re-2e .: , ,... "`aa: ,z FaJ. „ y- $ReturnBran,chDetail Table = v .r Name Trunk Htg Clg Design Veloc Diam H x W Duct Stud/Joist Opening (in) Duct Matl Name Type cfm) cfm) FR fpm) in) in) Material Trunk Ox 0 st3 Peak AVF 455 281 0.265 834 10.0 0 x 0 VinlFlx stl SO Peak AVF 787 787 0.265 736 14.0 0 x 0 VinlFlx y- $ReturnBran,chDetail Table = v .r Bold/italic values have been manually overridden wri htsoft 2015 -Sep -2314:11:50 9 Right -Suite® Universal 2015 15.0.19 RSU07440 Page 1 File\R0915357 - Affordable Duplex\R0915357.rup Calc = MJ8 House Front faces: N Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR 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 Bold/italic values have been manually overridden wri htsoft 2015 -Sep -2314:11:50 9 Right -Suite® Universal 2015 15.0.19 RSU07440 Page 1 File\R0915357 - Affordable Duplex\R0915357.rup Calc = MJ8 House Front faces: N Duct System Summary Job: R0915357 wrightsofte Date: 09-16-15 Unlit B By: JND Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 For: Duplex Unit A & B 1405 W. 7th Street, Sanford, FL 32771 Name 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 0.252 / 0.128 in H2O 0.252 / 0.128 in H2O Lowest friction rate 0.193 in/100ft 0.193 in/100ft Actual air flow 787 cfm 787 cfm Total effective length (TEL) 0x0 VIFx 196 ft 75.0 0 "• ® 0 IT: gi 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 0.198 4.0 0x0 VIFx 32.2 95.0 st4 B BathRM2 c 103 3 5 0.283 4.0 0x0 VIFx 14.0 75.0 st2 B Bedrooms h 1683 116 83 0.199 7.0 Ox 0 VIFx 32.1 95.0 st4 B Bedroom2 h 2851 196 102 0.193 8.0 Ox 0 VIFX 35.5 95.0 st4 B Bedroom3 h 2027 139 87 0.202 7.0 Ox 0 VIFx 29.9 95.0 st4 B Dining -A c 4758 155 223 0.290 8.0 Ox 0 VIFx 11.9 75.0 st2 B Kitchen c 2226 7 104 0.283 6.0 Ox 0 VI Fx 14.3 75.0 st2 BLiving c 3815 168 178 0.270 7.0 Oxo VIFx 18.4 75.0 st2 NE ' a* t r s SuPpIyTrunk Detail Tabl s w, Name Trunk Htg Clg Design Veloc Diam H x W Duct Stud/Joist Opening (in) Name Type cfm) cfm) FR fpm) in) in) Material Trunk st4 Peak AVF 455 277 0.193 579 12.0 0 x 0 VinlFlx st2 st2 Peak AVF 787 787 0.193 736 14.0 0 x 0 VinlFlx Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb4 Ox 0 787 787 66.0 0.193 736 14.0 Ox 0 VIFx Bold/italic values have been manually overridden rFrwri htsoft$ 2015 -Sep -2314:11:50 9 Right -Suite® Universal 2015 15.0.19 RSU07440 Page 2 File\R0915357 - Affordable DupleAR0915357.rup Calc = MJ8 House Front faces: N HVAC Layout Job M R0915357 Performed by JND for: Duplex Unit A & B 1405 W. 7th Street Sanford, FL 32771 Florida SPECS 815 French Ave Sanford, FL32774 Phone: 407-322-0216 Fax: 407-328-8055 Scale: 1 : 98 Page 1 Right -Suite® Universal 2015 15.0.19 RSU07440 2015 -Sep -23 14:11:52 Affordable Duplex\R0915357.rup Page Bottom RECORD COPY Design No. U905 BXUV.U905 Fire -resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer Pagel of 2 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 BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada Design No. U905 OSANFORD March 11, 2016 Bearing Wall Rating — 2 HR. 16 7 Nonbearing Wall Rating — 2 HR 152 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. I. ":a I ; of ,;j ,•= .j> +'1q ? 174' t - iOCtkGe tE $srCi.lt; 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). 6/21/2016 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 — "EnvergeT" 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-RTM ci _ Insulation 5A. Building Units — As an alternate to Items 5, min. 1 -in thick polyisocyanurate 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 page Terms of Use Page Top 2016 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: "© 2016 UL LLC". 6/21/2016 f Paoe Bottom RECORD COPY Design No. U301 BXUV.U301 Fire -resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer Page 1 of 6 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 BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 LD1A/G, See General Information for Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada Design No. U301 sPNFORID May 27, 2016 O FPA RSA Bearing Wall Rating — 2 Hr. Finish Rating — 66 Min. # 1,6 1 5 7 2 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 1-7/8 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. long 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. 6/21/2016 Page 2 of 6 a 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 BEIJING 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 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. 6/21/2016 Page 3 of 6 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 1 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 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 horizontaljoints 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 43. 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 6/21/2016 Page 4 of 6 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 413) 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 i 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 413) 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 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 resilient sound isolation clip as described below: 6/21/2016 e Page 5 of 6 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* — Resilient sound isolation clip 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 resilient sound isolation clip 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* — Resilient sound isolation clip 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 BZJZ) 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 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 6/21/2016 Page 6 of 6 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 2016-05-27 Ouestions? Print this page Terms of Use Page Top 2016 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: "© 2016 UL LLC". 6/21/2016 RECORD COPY Service Calculation for Single family Home 1090 SQ FT LIVING AREA 240 VOLT SERVICE 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 # of washers 1,500 VA Total general light and small appliance 7,770 VA DEMAND FAC_TURS 3000 va_@ 100% 3,000 VA 4,770 va @ 35% 1,670 VA4ormorefixedappliancesat.75% (see 220-53) Water 0-1 Heater 1 4,500 VADishwasher11,200 VA Disposal 1 960 VA Micro Wave 1 1,800 VA 6 ' 5 7 2 Pool Pump VA 1 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 2785 Wrights Road Suite 1105 Oviedo, FL 32765 150A 240V 1 -Phase Servicing Al11 Florida E(# 13009390 Office: 407 960 3„$z8} EFFa '8$8 X2916'35# fi N ,www.electricorlando,co JUN 02 20? ., 4: t RECORD COPY o w' ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IC Yom'. MITek" JUN 0 i 2016 RE: 94515020 -iTek USAq, Site Information: 66T904 Parke pBlvdd.. 5 33East Customer Info: RLH CONSULTING &:MANAGEMENT, I Project Name: 1405 W 7TH a'Model:l DUPLEX Lot/Block: 1405 Subdivision: W 7TH ST Address: 1405 W 7TH ST City: SANFORD State: FL 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, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, 1 hereby certify that -1 am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section,5 of the Florida Board of Professional Engineers Rules:`' R e No. Seal# . " Truss Name Date No. Seal# Truss Name 18 Date j 1 I T8753464 JA 16/2/016 I T8753481 I E6S 16/2/016 I iNG2IT8753465IAl16/2/016 119 I T8753482 I NX I'6/2/016 1 I 13 I T8753466 I A2 h6/2/016 120 I T8753483 I R6 16/2/016 14 I T8753467 I AX 16/2/016 j 15 I T8753468 I B6 16/2/016 1 i 6 I T8753469 I B8 16/2/016 1 6- p 7 I T8753470 I B 10 16/2/016 I 18 I T8753471 B12 '. 16/2/016 I 9 I T8753472 I B 14 16/2/016 I 110 IT8753473 IB16 16/2/016 I 11 I T8753474 I B 18 16/2/016 112,. I T8753475 I B20 16/2/016 I 6 `' 5 7 113 I T8753476 I B22 16/2/016 114, I T8753477 I B24 r 16/2/016 1 115 I T8753418 I C2 16/2/016 116 I T8753479 (C4 16/2/016 1 117 I T8753480 I E6 6/2/016 The truss, drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters QUCN• P , . • • • , <<c, provided by ProBuild East (Lady Lake, FL). C E Ns c'? Truss Design Engineer'sName: Velez, Joaquin X88 182 My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for 13 STATE OF . design of individual trusses based upon design parameters shown 0., ,c 4Q on -referenced truss drawings. Parameters have not been verifiedg P••N" FS, OR.,. C? as .`. ONA, oNpreferiatepedelsdnSforfilerenceoonlnyadhasbeenused inicaio Y preparing g Suitability of truss designs for any particular building is the Joaquin Velez PENo.68182 of the building designer, not the Truss Engineer, MITeresponsibilityFl.CertTampa6904 u Parke East6904ParkeEast Blvtl::Tampa fh33610 per ANSI/TPI-1, Chapter 2. date: June 2,2016 Velez, Joaquin I of 1 Job Truss Truss Type - Qty Ply Vert(LL) -0.19PlateGripDOL1.25 TCDL 10.0 Vert(TL) -0.50LumberDOL T8753464 94515020 A MONOPITCH 8 1 Wind(LL) -0,05CodeFBC2014ITP12007 LUMBER - Job BRACING - TOP CHORD 2x4 SP No.2 Reference o tional Frobuiia, Lady laze, rL; :53pb3 1.04u s Hpr ly Nlb NII eK InoU sines, Inc. I nu Jun u[ ta:4o:LL zu 10 rage i ID:LOWYMouvCKPeLJ9gIFVdQZyxtPo-xlx5YOaQzO2eVVV3EOBuPxn IVVVRvmjLXItFRF6zAHzl i . 5-4-0 11-9-0 18-2-0 24-10-8..- r 5-4-0 6-5-0 6-5-0 - 6-8-8 3.00 12 Scale = 1:45.8 2x4 5 g 9 3x4.— 1.5x8 STP = 5x8 = 3x8 3x4 LOADING (psf) DEFL. inSPACING- 2-0-0 TCLL 20.0 Vert(LL) -0.19PlateGripDOL1.25 TCDL 10.0 Vert(TL) -0.50LumberDOL1.25 BCLL 0.0 ' Horz(TL) 0.07RepStressIncrYES BCDL 10.0 Wind(LL) -0,05CodeFBC2014ITP12007 LUMBER - BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD,, 2x4 SP No.2 Except' 6-7: 2x4 SP No.1 WEBS 2x4 SP No.3 Rigid ceiling directly applied or 6-0.0 oc bracing. I 0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP ' TC 0.71 Vert(LL) -0.19 6-7 >999 360 MT20 244/190 BC 0.88 Vert(TL) -0.50 6-7 >466 240 WB 0.48 Horz(TL) 0.07 9 n/a n/a Matrix -M) Wind(LL) -0,05 7-8 >999 240 Weight: 122 Ib ,. FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. WEBS 1 Row at midpt 3-8,4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=1261/0-8-0, 9=717/Mechanical Max Horz 8=172(LC 10) Max Uplift8=-218(LC 10), 9=-82(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-762/604, 2-13=-754/611, 2-3=-694/609, 3-4=-930/0; 6-9=-717/122 BOT CHORD 1-8=-548/761, 7-8=-113/903, 6-7=-123/689 WEBS 2-8=-390/242, 3-8=-1601/661, 4-7=0/424, 4-6=-813/150 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 6; 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 --Ir .60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.0psf.on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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) 9 except Ot=1b) 8=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 M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only, upon parameters shown, and is for an individual building component, not a truss. system. Before use, the building designer must verify the applicability of design parameters and propertyincorporate this design into the overall i building. design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of.trusses and truss systems, see ANSI/TPH Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. L.-. PQU tN vi,, y No 68182w E . O F IIJ 4% 0R1_'. ONA 0` 410 fl fit{{ Joaquin Velez PE No.68182 MiTek USA; Inc. FL Cert 6634 6904 Parke East Bivd: Tampa FL.33tt0 Date: June 2,2016 seases 10K MiTek" 6904 Parke East Blvd. Tampa, FL 36610 Jab Truss Truss Type Qty Ply TC 0.70 Lumber DOL 1.25 BC 0.45 Rep Stress Incr YES T8753465 94515020 Al MONOPITCH 2 IIJQb 11 n/a n/a Wind(LL) 0.03 7-8 er to Ilona riuoui , -y farce, rL, JJJOS 1.n us Npf IY LUIb MI eK InOU sines, Inc. I nu Jun w iJ:4o:LL LVio rage 1 ID: LO WYMouvC KPeLJ9gl FVdQZyxtPo-xlx5YOaQzO2eV W3EOBuPxn_Jj WXYm b9XItFRF6zAHzl i 5-6-4 11-10-8 18-2-12 24-10-8 54>4 6-4-4 6-4-4 6-7-12 1 3.00 12 Scale = 143.7 2x4 5 10 a / 3x4 = 2X43x63x6 = 5x6 3x4 = 3x6 — 1-0-0 5-6-4 5- 0 11-10-8 18-2-12 24-10-8 1-0-0 4-6-4 0- -12 6-2-8 6-4-4 6-7-12 Plate Offsets (X.Y)-- [3:0-3-0,0-3-01 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.70 Lumber DOL 1.25 BC 0.45 Rep Stress Incr YES WB 1.00 Code FBC2014/TP12007 Matrix -M) REACTIONS. (Ib/size) 10=1275/4-8-0, 10=1275/4-8-0, 11=703/Mechanica1 Max Horz 10=172(LC 10) Max Uplift10=-97(LC 10), 11=-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=-623/58, 7-8=-208/877, 6-7=-157/696 WEBS 2-10=-1108/325,2-8=-268/1529,4-7=0/346,4-6=-833/189 DEFL. in loc) I/defl L/d Vert(LL) 0.05 6-7 999 360 Vert(TL) 0.13 6-7 999 240 Horz(TL) 0.03 11 n/a n/a Wind(LL) 0.03 7-8 999 240 BRACING - TOP CHORD BOTCHORD PLATES GRIP MT20 244/190 Weight: 127 Ib 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=5.Opsf, BCDL=5.Opsf; h=15ft; 8=59ft; L=49ft; eave=6ft; Cat. 11; Exp B; Encl., GCpi=0.18; M WFRS (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) 10, 11. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 01iIIIMl##,, 11 NS v No 68182 Z "U • ; E OF • 4 ONA 00 Joaquin Velez PE No.68182 MiTek USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL, 33610 bate:: June 2,2016 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE rev. 10/09/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ertyisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropdamage. For general guidance regarding the MiTek* 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 8-0-8 Plate Offsets'(X Y)-- [1:0-0-4.1-7-131, [1:0-3-0,0-0-01, [3:0-3-0.0-3-01: [6.0-4-8 ,0-1-81 LOADING (psf) SPACING- 2-0-0 78753466FJobReference94515020A2MONOPITCH241 TC 0.94 Vert(LL) -0.14 7-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 optional) rwow auy farce, r, 000w I- s r pr is"io mi i ex inousmes, mc, i nu dun vz IJ:40:LJ zu io rage 1 ID:LOWYMouvCKPeLJ9qlFVdQZyxtpo-PyVTmMb2khAV6geQavPeU?XQgwoSVBhgXX?_nZzAHzk 24_10-2 8 6-10-12 5-10-12 5-10-12 6-1-14 0- 0 i 0 3.00 12 Scale = 1:43.7 2x4 5 3x8 I 3x4 = 3x6 = 3x6 = 3x4 3x8 = 10 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)-- [1:0-0-4.1-7-131, [1:0-3-0,0-0-01, [3:0-3-0.0-3-01: [6.0-4-8 ,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud 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 WE 0.41 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -M) Wind(ILL) 0.09 7-9 >999 240 Weight: 123 Ib 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer r Installation guide. REACTIONS. (Ib/size) 1=1031/0-8-0, 10=947/Mechanical Max Horz 1=172(LC 10) Max Upliftl=-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. Il; 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) The solid section of the plate is required to be placed over the splice line at joint(s) 8. 3) Plate(s) at joint(s) 8 checked for a plus or minus 5 degree rotation about its center. 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 Ib uplift at joint(s) 1 except (jt=lb) 10=115. 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 1i rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is 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 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 111111111,,!! N% Pp,U t N VFX t i GEN S• Fc' •. No 68'182 O:• E OF . r . i O R 1V P .••, N A % > Joaquin Velez PE Nd.68182 MITek,USA, Inc. FL Cert .6634 6904 Parke East Blvd: Tampa FL 33610 bate:; MiTek' 6904 Parke East Blvd. Tampa, FL 36610 June 2,2016 Job Truss Truss Type Qty Ply in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 T8753467 94515020 AX GABLE 2 1 Lumber DOL 1.25 BC 0.42 Vert(TL) n/a n/a Job ference o tional Probulld, Lady lake, FL, 33bb3 10 I b4u s Apr l5f euib MI I ek mausmes, Inc. I nu Jun uz Ib:4b23 zulb rage 1 I D: LO WYMouvC KPeLJ9q IFVdQZyxtPo-PyVTmMb2khAV6geQavPeU?XZvwuOV GagXX?_nZzAHzk 25-0-0 25-0-0 3.00 12 Scale = 1:41.9 9 10 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 3x4 = 3x8 11 5x6 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 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 Ib or less at joint(s) 11, 12, 14, 16, 18, 20, 22, 24, 25 Max Grav All reactions 250 Ib or less at joint(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. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) 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 Ib 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide 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. 11, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Corner(3) 0-0-0 to 4-10-6, Extenor(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.Opsf. 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 ACID, 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 Ib 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. 11111111/ll 1\\ PpU IN r No 68182v x. O•.• , E OF ON A1- %%i% N0 l/1.11111 1\\ Joaquin Velez PE No:68182 MMUSA, Inc. FL Cert 6634 6904 Parke_ Ead Blvd,Tampa FL.33610 Dates June 2,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. app 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 wp web and/or chord members only. Additional temporary and permanent bracing i TT CS ek' is allays 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 t Job Truss Truss Type Qty Ply Scale 1:44.2 NAILED NAILED T8753468 94515020 - .. B6 Half Hip Girder - 2 1 2 16 17 18 3 19 20 21 22 4 23 24 - 25 5 N N.: Job Reference footionah r P, a lu. m rvo' en'nuo--, ins, rage ' I D: LO WYMouvC KPeLJ9q l I Q6E IgR5r2V S lgnUtl H GTJdR IAoeGFi87BsXfzAHzd: 6-0-0 12-a-1 18-6-7 `24-10-8 ` 6-0-0. 6-4-1 6-2-5 Scale 1:44.2 NAILED NAILED NAILED Special - NAILED NAILED 3.00 12 NAILED. - 6x8 = 7x104x6 6x8 = NAILED NAILED NAILED NAILED NAILED NAILED, 2 16 17 18 3 19 20 21 22 4 23 24 - 25 5 N N.: s to9 26 27 8 28 29 30 7 31.' 32 33 - 10 3x8 3x8 ,, - 2x4 NAILED NAILED 6x8 NAILED NAILED 7x10 = NAILED NAILED ,. 3x4_ - Special NAILED NAILED 4- 6-0-0 12-4-1 18-6-7 24-9-5 24- -8 S TM 0-4- 4-8-0 - 6-4-1 6-2-5 6-2-15 Plate Offsets (X Y)-- f1:0-0-4 1-7-131 f1:0-2-0 Ed gel [2:0-1-U,0-3-41, [4:0-5-0.0-4-81, '13:10'4-0,0-3-41 c LOADING (psf) "' SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP II TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.35 8-9 >860 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.88 8-9 " >337 240 i BCLL 0.0 ' ' Rep Stress Incr NO WB 0.74 Horz(TL) 0.15 10 n/a, n/a BCDL 10:0 Code FBC2014/TP12007 Matrix -M) Wind(LL) 0.22 8 >999 - 240 Weight; .126 Ib FT = 20% LUMBER- BRACING - f TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-11-5 oc purlins, except 1-2: 2x4 SP No.2 - end verticals. BOT CHORD 2x4 SP M 31 `Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-8: 2x4 SP No.1 WEBS 1 Row at midpt. 3-7 I WE 2x4 SP No.3 `Except' MiTek recommends that Stabilizers and required cross bracing 5-7: 2x4 SP No.2 be installed during truss erection, in accordance with StabilizerWEDGEInstallationguide. Left: 2x4 SP N6.3 i REACTIONS. (Ib/size) 1=1341/0-8-0, 10=940/Mechanical Max Horz 1=40(LC 25) Max Upliftl=-100(IC 8), 10=-82(LC 8) FORCES. (Ib) - "Max. Comp./lVi Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-3529/243,2-16=-4902/376, 16-17=-4903/376, 17-18=-4904/376, 3-18=-4906/376, 3-19=-3306/277, 19-20=-3306/277, 20-21=-3306/277, 21-22=-3306/277, 4-22=-3306/277, 4-23=-3306/277; 23-24=-3306/277, 24-25=-3306/277, 5-25=-3306/277, 6-10=-940/82, 5-6=-892/98 BOT CHORD 1-9=-242/3376 9-26=-233/3389, 2627=-233/3389, 8-27=-233/3389, 8-28=-387/4919, 28-29=-38714919, 29.-30=-387/4919 7-30=-387/4919VE 1III r,` JWEBS - 2-9=0/269, 2-8=-153/1630, 3-7=-1657/133, 4-7=-290/90, 5-7=-277/3259 0 ...... cr ,' NOTES- 1) Unbalanced roof live loads have been considered for this design. F 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; NO 681,82 ,. Exp B; Encl., GCpi=0.18; MWFRS Lumber DOL=1.60 DOL=1.60directional); plate grip 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(sy at joint(s) 8 checked for a plus or minus 2 degree rotation about its center. , r E O F (V 6) This truss has been designed for a 10.0 psf bottom chord live Iliad nonconcurrent with any other live loads. i O '. Al wi' 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 2-00 wide will i P • . 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 Ib uplift at joint(s) 1, 10. tI N A ` % 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) "NAILED" indicates 3-1bd (0.148x3") or 3-12d (0.148"x3:25") toe -nails. For more details refento MiTek's ST -TOENAIL Detail. Joaquin Velez PE'No.68182: 12).Hartger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 166 Ib down and 122 Ib up at MITek USA; Inc. FL Celt 6634 6-0-0'on top chord, and'86 Ib'downat 6-0-0 on bottom chord. The design/selection of`such connection device(s) is the responsibility 69(04 Parke East Blvd.. Tampa FL,3X`10 of others. Date:; 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). June 2,2016 Continued on Daae 2 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED'MITEK REFERENCE PAGE M11-7473 rev. 10/0312015 BEFORE USE. 1I s Design valid for use only vdth 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 individualtruss 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 tnformation available from Truss.Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8753468 94515020 Be Half Hip Girder 2 1 Job Reference. o tonal ProBuild, Lady lake, FL, 33563 - 7.640 s Apr 19 2016 MiTek Industnes, Inc. Thu Jun 02 15:46:30 2016 Page 2 ID: LOVVYMouvC KPeLJ9q I FVdQZyxtPo-i IQ6EIgR52VSlgnUt1 HGTJdRIAoeGFi87BsXfzAHzd LOAD CASE(Sj Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1-2=760, 2-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 2=-109(B)5=22(B)8=-46(B)9=-86(B)3=-63(6)6=9(6)16=-63(6)18=-63(6)19=22(6)21=22(6)22=22(6)23=22(B)24=22(B)25=22(8)26=-46(B)27=-46(B); 28=9(B)29=9(B)30=9(B)31=9(B)32=9(B)33=9(B) 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.MiTekO connectors This design is based only upon parameters shown and is for an individual building component, not. a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,. see ANSIITP11 Quality Criteria, DSB-89 and BCS] 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 4 Job Truss Truss Type Qty Ply 1.25 TCDL 10.0 Lumber DOL 1.25 78753469 94515020 Be Half Hip 2 10.0 Code FBC2014/TP12007 NOTES - Unbalanced roof 1ve advbeen ldtlfor this design. Matrix -M) Wind(LL) 0.14 7-9 >999 240 Weight: 109 Ib FT = 20% job Reference (optional) vrouuna, Laay iaKe, rL, ssabs 4x6 = rrp aye ID:LOWYMouv VdCKPeLJ9gIFQZyxtPo-AU_UR5h3s9AM4uFz2aZWphsuAWV l4mrMnXP35zAHZC 5-6-5 5-9-13 Scale= 1:44.4 . 3x4 = 5x6 = 3x4 ' V 8 7 3x6. 3x8 3x4 3x8 MT20HS = 3x4 = LOADING (psf)SPACING-` 2-0-0 TCLL 20.6 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 NOTES - Unbalanced roof 1ve advbeen ldtlfor this design. LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 O (V N o Io 10 3x8 = it [6:0-4-8,0-1-81 REACTIONS. (Ib/size) 1=1031/0-8-0, 10=947/Mechanical CSI. DEFL. in loc) I/deft L/d PLATES GRIP TC 0.53 Vert(LL) -0.19 7-9 >999 360 MT20" 244/190 BC 0.94 Vert(TL) -0.56 7-9 >526 240 MT20HS 187/143 WB 0.53 HOrz(TL) 0.15 10 : n/a n/a NOTES - Unbalanced roof 1ve advbeen ldtlfor this design. Matrix -M) Wind(LL) 0.14 7-9 >999 240 Weight: 109 Ib FT = 20% QP ......... BRACING - C EN s I 3) Provide adequate drainage to prevent water ponding. TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins, except NO 68182 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. end verticals. 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 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-6 I 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding uplift at joint(s) O••' r1. E OF MiTek recommends that Stabilizers and required cross bracing v be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/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. (lb) -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 - Unbalanced roof 1ve advbeen ldtlfor this design. l fI 2) 49f, eave=6ft; Cat. 11Wind: ASCE 7-10Vult140mPh (3second9ust)Vasd 108mPh; TCDL=5.0 sf; BCDL=5.0 sf h=15ft, 6=59ft; L= i 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 QP ......... members and forces & MWFRS for reactions shown; Lumber DOL=1'.60 plate grip`DOL=1.60 C EN s I 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. NO 68182 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. 100 Ib 1, 10. I 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding uplift at joint(s) O••' r1. E OF 9) "Semi-rigid pitchbreaks including heels Member end fixity model was used in the analysis and design of this truss. v M- Joaquin Velez PE No.68182 iMiTek USA; Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL.33610 Date.,, June 2,2016 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 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"lhe overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always. required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . 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 NO_ I/defl L/d PLATES NV N " r1 T8753470 job 94515020 610 HALF HIP 2 1 7-9 999 360 MT20 244/190 i TCDL 10.0 Reference o tiona1 rromuno, Laoy l-, rL, SSJOS 7-0-0 7-0-0 3.00 12 3-0-0 4x12 = 3 Yplraye ID:LOWYMouvCKPeLJ9gIFVdQZyxtPo-t83rzicgV?IMkgDd8cxtOC C'EK9ME Wll kXJ?zAHzj 17-9-12 - 24-10-8 7-9-12 7-0-12 Scale = 1:44.2 - 2x4 16 17 4 a 8 3x8 - 3x8 MT20HS = 4x12 3x4 = 10-0-0 17-9-12 24-10-8 8-8-0 7-9-12 7-0-12 3x8 2-0-0 5 DEFL. NO_ loc) I/defl L/d PLATES NV N " r1 6 Plate Grip DOL 10 TC 0.89 2x4 7-9 t LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP a TCLL . 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.16 7-9 999 360 MT20 244/190 i TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) 0.44 7-9 670 - 240 MT20HS 187/143 1 BCLL 0.0 Rep Stress lncr YES WB 0.78 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -M) Wind(LL) 0.13 7-9 999 240 Weight: 114 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. j BOT.CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or.6-3-12 oc bracing. i WEBS 2x4 SP No.3MiTek recommends that Stabilizers and required cross bracing I WEDGE be installed during truss erection, in accordance with Stabilizer Left: 2x4 SP No.3 II tion auide. REACTIONS. (Ib/size) 1=1031/0-8-0, 10=947/Mechanical Max Horz 1=70(LC 10) s Max Uplift /=-97(LC 10), 10=-96(LC 10)_ s FORCES. (lb) -Max. Comp./Max Ten. -'All forces 250 (lb) or less except when shown. I 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=140mpn.(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 CC 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) 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 Ib 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 MII-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 mustverify 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 toprevent 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 Safety Information" available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Qv IN VF GEN...`SCC`•• ,ter No 68182 O OF .' a O R 1'O ' • Joaquin Velez'PE No.68182 MiTek,USA, Inc. FL Cert 6634,. 6904 Parke; East Blvd Tampa FL 33610 atez June 2,2016 MiTek° 6904 Parke. East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply 24-10-8 24-1 -11 1-0-0 0-4- T8753471 94515020 B12 HALF HIP 2 1 6-5-4 0- -3 Plate Offsets (X Y)-- f1:0-3-0 0-0-01 f1:0-0-4 1-7-131 eference o tional rroaun., cagy laze, IL, s000s I— s npr ro cu io mi erc mausines, inc. i nu dun uc io:vo:zo Lu io rage i I D: LO WyMouvCKPeLJ9gl FVdQZyxtPo-LKdDA2dlGJQC MzophJS6ZQcsekS6z2fz_rU5sRzAHzi 12-0-0 18-5-d 24-10-8 s116 --lo 5-6-0 6-5-4 6-5-4 Scale = 1:44.2 4x12 = 2x4 II 3x6 3.00 12 3 17 4 18 5 1u a 11 3x6 = 3x8 II 2x4 I 3x6 3x4 = 4x12 = 2x4 = 1-0-0 1 4- 6-6-0 12-0-0 18-5-4 24-10-8 24-1 -11 1-0-0 0-4- 5-2-0 5-6-0 6-5-4 6-5-4 0- -3 Plate Offsets (X Y)-- f1:0-3-0 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 0.53 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 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(TL) 0.09 11 n/a n/a BCDL 10.0 Code FBC2014(TP12007 Matrix -M) Wind(LL) 0.12 8-10 999 240 Weight: 119 Ib 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=103110-8-0,11=947/Mechanical Max Harz 1=84(LC 10) Max Uplift 1 =-95(LC 10), 11=-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 Structural wood sheathing directly applied or 3-4-5 oc purlins, except end verticals. Rigid ceiling directly applied or 6-1-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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. Il; 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) This truss has been designed fora 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 Ib uplift at joint(s) 1, 11. 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. 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 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 111111111/1, 1Qu I N VF 4.* ef No 68182 OF :4 i 40 Joaquin Velez PE No.68182 MITek USA; Inc. FL Cent 6634, 6904 Parke, East Blvd: Tampa.K 33610 Date:: MiTek' 6904 Parke East Blvd. Tampa, FL 36610 June 2,2016 Job Truss Truss Type Qty Ply 5-5-4 5-5-4 Plate Offsets (X Y)-- [1:0-3-0,0-0-01, [1:0-0-4,1-7-131 78753472Lb94515020614HALFHIP21 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC Reference (optional) vrobunQ Laay iaKe, rL, 33bb i 7-6-0 7-6-0 1. 4U s Apr 1`J ZU lb MI I eK Inausmes, Inc. i nu Jun uz 13,40:La "10 cage 1 ID: LO WYMouvC KPeLJ9gl FVdQZyxtPo-LKd DA2d IGJQ CMzophJS6ZQcgwkUgz07z_rU5sRzAHzi 8 6-6-0 5-5-4 5-4-14 0- -6 Scale = 1:44.2 3.00 F12 4x12 2x4 II 3x6 = 3 19 4 20 5 I a r 11 3x6 = 3x8 II 3XBMT20HS =. 3x4 — 5x8 = 2x4 II 2z4 = 1-0-o 0-4- 6-2-0 6-6-0 5-5-4 5-5-4 Plate Offsets (X Y)-- [1:0-3-0,0-0-01, [1:0-0-4,1-7-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.15 8-10 >999 360 MT20 244/190 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 FBC2014/TP12007 Matrix M) Wind(LL) 0.12 8-10 >999 240 Weight: 122 Ib FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-3-9 oc bracing. WEDGEMiTek recommends that Stabilizers and required cross bracing Left: 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1031/0-8-0, 11=947/Mechanical Max Horz 1=97(LC 10) Max Upliftl=-93(LC 10), 11=-100(LC 10) FORCES. (Ib) -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 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 Ib 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 M11-7477 rev. 1010312015 BEFORE USE. Design valid foruse only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss. system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1111111jill" U I N VES e JO G E'N S • F' i No 68182 O•.• , E OF v O ON.A`I_E . Joaquin Velez PE Nd:68182 MITek USA, Inc. FL Cert 6634' 6904 Parke, East Blvd: Tampa FL,33610 bate:i June 2,2016 seasee MiTek° 6904 Parke East Blvd. Tampa, FL 36610 1 r_-______,_,_,_-__,_-1',_ " Job Truss Truss Type Qty Ply Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 T8753473 Job 94515020 B16 HALF HIP 2 1 Code FBC2014rrPI2007 Matrix -M) Wind(LL) 0.11 7-9 >999 240 Weight 119 lb. FT = 20% Reference to tional) rrobuua_ Laay iaKe, rL, 66=6 i.oqu s Apr is zuiu — eK mausmes, inc. i nu jun uz t-o:zo m- age , ID LOVVYMouvCKPeLJgqlFVdQZyxtPo-pXBbOOdxlcY3z7M?F1 zL6d9yd8nUiSX6DVD.,e0tzAHzh 21- 716 Scale -=1:44.4 3.00 5 _2 4X6 2x4 11 3x4 3 4 18 5 LOADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Inrr YES BCDL 10.0 Code FBC2014rrPI2007 LUMBER - TOP CHORD, 2x4 SP No.2 BOT CHORD 2x4 SIP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 2.4 11 3x6 io" 3x8 M 24-10-8, 24-l -4 8 10 8 0_0 2 1,1[8:04-8,0-1-81 be installed during truss erection, in accordance with Stabilizer CS1. bEFL. in loc) I/defl Lid PLATES GRIP TC 0.83 Vert(LL) -0.15 6-7 >999 360 MT20 244/190 BC 0.90 Vert(TL) -0.39 6-7 >754 240 WB 0.78 Horz(TL) 0.11 10 n/a n/a Matrix -M) Wind(LL) 0.11 7-9 >999 240 Weight 119 lb. FT = 20% NOTES-, 1) Unbalanced roof live loads have been considered for this design. BRACING - 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=5.Opsf, BCDL=5.Opsf; h=15ft; 3=59ft, L=49ft; eave=15ft; Cat. 11; IN TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 16-0-0, Interion(l) 22-10-9 to 24-8-12 zone; cantilever left exposed.,C-C for members and forces& MWFRS for reactions shown; GEN so end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-11 oc bracing. live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 wide will WEBS 1 Row at.mid pt 2-7 fit between'the bottom chord and any other members. 6) Refer to for truss to truss connections. MiTek recommends that Stabilizers and required cross bracing WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use oMy.with MiTelk(D connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system., Before use, the building desidnerl must verify the applicability of "design parameters and property incorporate this design into the overall building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible I personal injury and prop" damage. Forgeneralguidance regarding the '•_. fabrication, storage, delivery, erection and bracing of trusses and truss systems see , '. ANSITPH Quality Criteria, DSB-89'and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandna, VA 22314. L__ - MiTek-, 6904 Parke East Blvd. Tampa, FIL 36610 . be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1031/0-8-0, 10=947/Mechanical Max Horz: 1=1 1,1(Lt 10 Max Upliftl=-91(LC 10), 10=-102(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) 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=-1 91/691, 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; 3=59ft, L=49ft; eave=15ft; Cat. 11; IN Exp B; Encl., GCpi=0.18, MWFRS (directional) and t -C Lxterior(2)0-0-0to4-10-6, Interior(1)4-10-6to9-1-7, Exterior(2) 9-1-7 to NN 0......... 16-0-0, Interion(l) 22-10-9 to 24-8-12 zone; cantilever left exposed.,C-C for members and forces& MWFRS for reactions shown; GEN so 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 1,0.0 psf bottom chord live load nonconcurrent with any other live loads. NO' 6,81 82 • 1. live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 wide will5)' This truss has been designed for a of on chord all areas where a rectangle fit between'the bottom chord and any other members. 6) Refer to for truss to truss connections. girder(s) truss to bearing 100 lb uplift at 1 except (jt=lb) 4417) Provide mechanical connection (by'others) of plate capable of withstanding joint(s) E 0 F 10=102. 8) "Semi-rigid including heels" Member end fixity model was used in the analysis and design of this truss. 44 pitchbreaks 0 Q Joaquin Velez PE No.68182 MITek,USA, Inc. FL Cert 6634 6904 Parke, East Blvd Tampa FL, 33$110 Date,. June 2,2016 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use oMy.with MiTelk(D connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system., Before use, the building desidnerl must verify the applicability of "design parameters and property incorporate this design into the overall building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible I personal injury and prop" damage. Forgeneralguidance regarding the '•_. fabrication, storage, delivery, erection and bracing of trusses and truss systems see , '. ANSITPH Quality Criteria, DSB-89'and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandna, VA 22314. L__ - MiTek-, 6904 Parke East Blvd. Tampa, FIL 36610 . t Job Truss Truss Type. Qty Ply LOADING (psf) SPACING- 2-0-0 T8753474 94515020 B18 HALF HIP 2 1 e TCLL 20.0 Plate Grip DOL- . 1.25 TC 0.60 Job Reference o tional ProBuiia, Laay la Ke, FL, 33563 . iolus Apr ly zu i6 Mi I eK Inausmes, Inc. Thu Jun 62 JoA62/ 20 i6 rage i I D: LOVW MouvC KPeLJ9q I FVdOZyxtPo-Ij l_bkeZowgwbHxC pkUaerh62X95RxfGR9zBwKzAHzg 24-10-5 24-1 -8 6-6-5 6-2-15 5-2-12 6-10-5 - 0-0-3 Scale = 1:44.4 3.00 F12 4x12 = 4 3X4 5 N N O V u1 1' O 3 PLATES GRIP MT20 244/190 3x6 - 3x8 II 3x4 — 3x6 10 3x4 = 3x6 = Plate Offsets (X Y)-- 1:0-3-0,0-0-01, [1:0-0-4,1-7-131, 2:0-3-0,0-3-01 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 0.81 Vert(TL) 0.40 7-9 745 240 BCLL 00 ' Re Stress Incr YES WB 066 HOrz(TL) 010 10 n/a n/ap BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Wind(LL) 0.10 7-9 >999 240 Weight: 122 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-6-1 oc bracing. WEDGE WEBS 1 Row at mid pt 476 - Left: 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation guide. REACTIONS. (Ib/size) ;1=1031/0-8-0, 10=947/Mechanical Max Horz 1=125(LC 1 Max Uplift 1 =-88(LC 10), 10=-104(LC 10) FORCES. (Ib) - Max. Comp./Max' Tenc'AII forces 250 (Ib) or less'except when shown. TOP CHORD 1-16=-25071682, 2-16=72450/691, 2-17=-2133/539; 3-17=-2051/547, 3-4=-1108/334, 6-10=-947/322 BOT CHORD 1-9=-809/2392,8-9=-625/1770, 7-8=-625/1770, 6-7=-351/1054 WEBS 2-9=-400/205, 3.9=0/491, 3-7=-859/324, 4-7=-88/617, 4-6=-1234/410 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 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 of=1b) 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 M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek®connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only., Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandra, VA 22314. _ tilli/l/III J GENS i No 68182 ti • Yt A _E OF 1811111110 - Joaquin Velez PE N6.68182 MITek USA; Inc. FL Cert 6634 6904 Parke, East Bivd Tampa FL 33610 Date: June 2,2016 ens MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty plyF2 T8753475 Job 94515020 B20 HALF HIP 1 Reference (optional) i-roduna, Lady iaKe, -L, &Mi Lb4U S Apr Ili 2u16 Mi I eK Inclusmes, Inc, I nu jun w I 5Ab:21 2UI6 Fage 7 ID:LOWYMouvCKPeLJ9qlFVdQZyxtPo-ljl_bkeZowgwbHxCpkUaerhA2X7HRtHGR9zBwKzAHzg i20-0-0 24-10-8 6-9-15 6-9-151 (3- 711-5 6-2-12 4-10-8 Scale = 145.0 3.00 12 4x12 = 2x4 11 4 5 REACTIONS. (lb/size) 1=103110-8-0, 10=947/Mechanical Max Horz 1 =1 39(LC 10) Max Uplift I =-86(LC 10), 1 0=-1 07(LC 10) FORCES. - lb) - Max, C,omp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-1 6=-2514/632, 2-16=-2456/64Z 2-17=-2010/455, 3-17=-1 906/456, 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 7r10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 8=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(l) 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 & MWIFIRS 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 Ot=lb) 10=107. 8) "Semi-rigid pitchlbreaks 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 re, 1010312015 BEFORE USE. Design valid for use only with MiTek(D connectors. This design is based.only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and Permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6U I IN V Ise r EN No 68182 E OF 44/ R Joaquin Velez PE No,68182 MITek USA, Irm FLCort:6684 004 Parke East Blvd tamps Fl 33&10 Dater June 2,2016 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 16 2x4 2 T 6IIo7 3X8 3x4 = 3x6 = 10 3x6 = 3x4 M 1 4 11-4-6 20-0-0 24- 1-4L016_6 614 1 10-0-6 8-7-10 1, 0- -12 Plate Offsets (X Y)-- [1:0-0-4,1-7-131, 11:0-3-0,Edgel. 3:0-3-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATE - S' 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 FBC2014fTP12007 Matrix -M) Wind(LL) 0.10 7-9 >999 240 Weight: 125 lb FT = 20% LUMBER- BRACING - TOP CHORD 2i4 SP No..2 TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, except BOT CHORD 2x4 SP No.2 end'vertica Is. 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordanCe with Stabilizer Installation guide. REACTIONS. (lb/size) 1=103110-8-0, 10=947/Mechanical Max Horz 1 =1 39(LC 10) Max Uplift I =-86(LC 10), 1 0=-1 07(LC 10) FORCES. - lb) - Max, C,omp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-1 6=-2514/632, 2-16=-2456/64Z 2-17=-2010/455, 3-17=-1 906/456, 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 7r10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 8=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(l) 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 & MWIFIRS 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 Ot=lb) 10=107. 8) "Semi-rigid pitchlbreaks 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 re, 1010312015 BEFORE USE. Design valid for use only with MiTek(D connectors. This design is based.only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and Permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6U I IN V Ise r EN No 68182 E OF 44/ R Joaquin Velez PE No,68182 MITek USA, Irm FLCort:6684 004 Parke East Blvd tamps Fl 33&10 Dater June 2,2016 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply 6 1 0l IIo T8753476 Job 94515020 B22 HALF HIP 2 1 3z8 10 9 8 3x6 = 7 11 3x6 = 2x4 Reference (optional)- 3x4 = Yroliwld, Lady lake, I -L, 33563 7,640 s Apr lg 20i6 MiTek Industries, Inc. Thu Jun 02 i5:4628 20i6 rage l ID:LOWYMouvCKPeLJ9glFVdQZyxtPo-mvJMp4fBZEonDRWONS?pB2EJ1xXCANmPgpilTmzAHzf `. 8-6-0 15-0-0 22-0-0 24-10-8 8-6-0 6-6-0 7-0-0 2-10-8 Scale = 145.0 4x12 = 2x4 3.00 12 4 5 - Max Horz I= I5 kLC 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=-2424/507, 2-17=-2375/516, 2-3=-1616/368, 3-4=-494/112, 6-11=-947/313 BOT CHORD 1-10=-667/2304, 9-10=-666/2306, 8-9 666/2306, 7-8=-468/1526, 6-7=-144/443 WEBS 2-8=-822/208,3-8=0/486,3-7=-1247/370,4-7=-111/698,4-6=-997/324 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 15-0-0, Exterior(2) 15-0-0 to 22-0-0 zone; cantilever left exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber D61_=1:60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water, ponding. 4) This truss has been designed fora 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 Ib uplift at joint(s) 1 except (jt=1b) 11=110., 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 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 designinto, the overall building design. Bracing indicated is to prevent buckling.of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required. for stability and to prevent collapse with possible 'personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, OSB -89 and BCSI Building Component Safety Information available -from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. s 111/11/ 6U IN Jo O ENS No 68182 w E OF O 1QP.`` t ili Li1 Joaquin Velez. PE'No.68182 MITek.USk Inc. FL Cert 6634 6904 Parke, East Blvd. Tampa FL 33610 lbate. June 2,2016 senee MiTek' 6904 Parke East Blvd. Tampa, FL 36610 1? 11 o e 6 1 0l I Io 3z8 10 9 8 3x6 = 7 11 3x6 = 2x4 3x4 = 3x4 _ 3x6 1-0-0 1 4- 8-6-0 - 15-0-0 22-0-0 24-10-8 1-0-0 0-4- - 7-2-0 6-6-0 7-0-0 2-10-8 Plate Offsets (X Y)-- [1:0-3-0,0-0-01, [1:0-0-4,1-7-131, [2:0-2-12,0-3-01 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 0.78 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 >830 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -M) Wind(ILL) 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 7-1-13 oc bracing. WEDGE' WEBS 1 Row at midpt 3-7' Left: 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer' Installation guide. REACTIONS. (Ib/size) 1=1031/0-8-0, 11=947/Mechanical Max Horz I= I5 kLC 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=-2424/507, 2-17=-2375/516, 2-3=-1616/368, 3-4=-494/112, 6-11=-947/313 BOT CHORD 1-10=-667/2304, 9-10=-666/2306, 8-9 666/2306, 7-8=-468/1526, 6-7=-144/443 WEBS 2-8=-822/208,3-8=0/486,3-7=-1247/370,4-7=-111/698,4-6=-997/324 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 15-0-0, Exterior(2) 15-0-0 to 22-0-0 zone; cantilever left exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber D61_=1:60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water, ponding. 4) This truss has been designed fora 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 Ib uplift at joint(s) 1 except (jt=1b) 11=110., 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 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 designinto, the overall building design. Bracing indicated is to prevent buckling.of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required. for stability and to prevent collapse with possible 'personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, OSB -89 and BCSI Building Component Safety Information available -from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. s 111/11/ 6U IN Jo O ENS No 68182 w E OF O 1QP.`` t ili Li1 Joaquin Velez. PE'No.68182 MITek.USk Inc. FL Cert 6634 6904 Parke, East Blvd. Tampa FL 33610 lbate. June 2,2016 senee MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job rwom auy carte, r, 000w Truss Truss Type Qty Ply PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 127 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD 78753477 94515020 B24 Half Hip 2 1 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 Job Reference (optional) us PF 1e m io rvu 10K inausmes, mc. i nu dun uz I o.4o:Lo Lu 10 rage I ID: LO WYMouvC KPeLJ9q IFVdQZyxtPo-m vJMp4fBZEon DR WONS?pB2E 19xULAPm PgpilTmzAHzf 8-8-0 7-8-0 7-8-0 -10-8 3.00 4.6 II 4x6 = 4 5 3x8 II 10 - 8 7 3X6 = 2x4 11 3x8 MT20HS = 3X4 = 5x12 = EME am NUE ad Scale = 1:47.0 LOADING (pso TCLL 20.0 TCDL 10.0 SCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014ITP12007 CSI. TC 0.90 BC 0.88 WB 0.61 Matrix -M) DEFL. in Vert(LL) -0.14 Vert(TL) -0.45 Horz(TL) 0.18 Wind(LL) 0.11 loc) I/defl L/d 8-10 >999 360 7-8 >662 240 11 n/a n/a 7-8 >999 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 127 Ib 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 MiTek recommends that Stabilizers and required cross bracing Left: 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1031/0-8-0, 11=947/Mechanical Max Horz 1=167(LC 10) Max Upliftl=-79(LC 10), 11=-114(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) 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., GCpl=0.181 MWFRS (directional) and C -C Exterior(2) 0 -0 -Oto 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 Ib uplift at joint(s) 1 except (jt=1b) 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 MI1-7477 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage, delivery; erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Iliitl U I N VFX i No 68`.182 jk — U • • Ir O•. E OF Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd.: Tampa FL-33fi10 Date:, asesse MiTek' 6904 Parke East Blvd, Tampa, FL 36610 June 2,2016 Job Truss Truss Type Qty Ply SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP T8753478 94515020 C2 JACK -OPEN 4 1 TCDL 10.0 Lumber'DOL 1.25 BC 0.09 Vert(TL) -0.00 ob Reference o tional ' YroCulla, Lady farce, rL, ssobs D ID LO WYMouvCKPeLJ9q IFVdQZyxtPo-AU_UR5h3s9AM4uFz2aZWphs?J8iLNu_rMnxP35zAHzc 1-11-11 1-11-11 Scale = 1:7.0 Plate Offsets (X Y)-- [1:0-7-0,0-0-8L 11 0-0-4 Edgel 0o_ 6 0 Plate Offsets (X Y)-- [1:0-7-0,0-0-8L 11 0-0-4 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft 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 WB 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 appliedor 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation REACTIONS. (Ib/size)` 1=176/0-8-0, 2=3/Mechanical, 3=-19/Mechanical Max Horz 1=14(LC 10) Max Upliftl=-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, B=59ft; L=49ft1 eave=4ft; Cat. II; 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 MH-7473rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always requiredfor 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 andtruss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N, Lee.Streel, Suite 312, Alexandria, VA 22314. rrrnnit I N 1 L G•EN. s No 68182 E OF ••lL • J* Joaquin Velez PE Nd.6' 8182 MiTek USA, Inc. FL Cert'6( 6904 Parke Easy Blvd. Tarr Date' MiTek', 6904 Parke East Blvd. Tampa, FL 36610 June 2,2016 Job Truss Truss Type Qty Ply DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL T8753479 94515020 C4 JACK -OPEN 4 1 Lumber DOL 1:25 BC 0.09 Vert(TL) -0.01 8 >999 ' 240 ferenceobRe'nal 1 I1 uw. i nu dun uL IJ:40:J 1 Lu 10 rage I I D: LO WYMouvC KPeLJ9q I FVdQZyxtPo-AU_UR5h3s9AM4uFz2aZWphs?D8iHNu_rMnxP35zAHzc Scale = 1:9.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 8 >999 360 MT20 244/190 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(LL) 0.01 8 >999 240 Weight: 14 Ib FT = 20% LUMBER- BRACING - TOP CHORD s 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left: 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer n REACTIONS. (Ib/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 Grav2=65(LC 1), 3=46(LC 3), 1=21O(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; 8=59ft; L=49ft; eave=4ft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Corner(3) zone; cantilever left and right exposed ;GC for members and forces 8 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) 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. 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. 11111111/ PQ,U I N VF-,f i E•ni, L F•• i. No 68',1`82 O•.• E OF ` t0 N A>L- .\ 111111110% 1Ii Joaquin Velez PE 11,108182 MiTek USA, Inc. FL Cert 6634 6904 Parke, East BIvd.7ampa FL, 0 bate: June 2.2016 sesses 0. MiTek' 6904 Parke East Blvd. Tampa, FL 36610 r Job Truss Truss Type Qty Ply DEFL. in loc) I/dell L/d PLATES, GRIP I TCLL 20.0 Plate Grip DOL T8753480 94515020 E6 JACK -OPEN 8 1 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.07 3-8 >965 240 Job Reference o tional - rronuua, Lacy iaxe, rL, 6- I0 1 npioy ID:LOWYMouvCKP.1`gIFVdQZyxtPO-egYteRihdS Dh2g9c141LuP7dYzy6LE?bRgycXzAHzb 6-0-0 3x5 11 Scale = 1:12.3 I LOADING (pso SPACING- 2-0-0 CSL DEFL. in loc) I/dell L/d PLATES, GRIP I TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.03 3-8 >999 360 MT20 244/190 i 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 WB 0.00 Horz(TL) 0.01 2 n/a n/a I BCDL 10.0 Code FBC2014/TP12007 Matrix -M) Wind(LL) 0.05 3-8 >999 240 Weight: 20 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP Not TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing i Left: 2x4 SP No.3 be installed during truss erection, in accordance.with Stabilizer II tion REACTIONS. (Ib/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 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10, Vult=140mph (3-sec9nd gust) Vasd=108mph, TCDL=5.Opsf, BCDL=5.Opsf; h=15ft; B=59ft; L=49ft, eave=4ft; Cat. II; 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 chard and any othermembers. 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) 2, 1. 6) 'Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Varify designparameters 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 buildingdesigner 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 temporaryand permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN Quality Criteria, DSB$9 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. I 11i11i Jtj PQU 1 N Ver( Ii s RD 68.182 13 r E OF Cil vr - Joaquin Velez PE No.68182 MITek USA, loc. FL Gert 6634 6904 Parke East Blvd. Tampa R 33&1,0 Dater; June 2,2016 MiTek" 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply 2-0-0 LOADING (psf) SPACING- T8753481 94515020 E6S JACK -OPEN 13 1 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 5-6 . >999 240 Job Reference (optional) rrorsuna, Laay iaKe, rL, snobs IcID: LO WYMouvCKPeLJ9gIFVdQZyxtPor. Ni - egYteRi' IDh2 ILuPANY146Ks? bRgycaye, XzAHzb 2-10-0 4-10-0 2-10-0 2-0-0 - 6 5 1.5x8 STP = 2x4 11 Scale: 1"=1' REACTIONS. All bearings Mechanical except Qt=length) 5=0-8-0, 6=Mechanical. lb) - Max Horz 6=32(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 3, 5, 6 Max Grav All reactions 250 Ib or less at joint(s) 3, 4, 5, 6 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=-170/296 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; 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 Ib 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-7477 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the: applicability of design parameters and property incorporate this design into the overall building design.. Bracing indicated is to prevent buckling of. individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. J '' G•E.N:S • moi V` •• No 68182 r E OF 11.1IIi11l Y1 Joaquin Velez PE Nd -68182 MITek USA, Inc. FL Cert 6634 6964 Parke; East'Blvd: Tampa FL 33610 Date:: June 2,2016 e MiTek' 6904 Parke East Blvd. Tampa, FL 36610 2-10-0 2-0-0 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 0.11 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 lncr YES WI3 0.09 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -M) Weight: 16 Ib IFT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installatioo clude. REACTIONS. All bearings Mechanical except Qt=length) 5=0-8-0, 6=Mechanical. lb) - Max Horz 6=32(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 3, 5, 6 Max Grav All reactions 250 Ib or less at joint(s) 3, 4, 5, 6 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=-170/296 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; 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 Ib 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-7477 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the: applicability of design parameters and property incorporate this design into the overall building design.. Bracing indicated is to prevent buckling of. individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. J '' G•E.N:S • moi V` •• No 68182 r E OF 11.1IIi11l Y1 Joaquin Velez PE Nd -68182 MITek USA, Inc. FL Cert 6634 6964 Parke; East'Blvd: Tampa FL 33610 Date:: June 2,2016 e MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply 6-8-0 6-4-0 Plate Offsets (X,Y)-- f1:0-0-0 0-1-41 f5:0-0-0,0-1-41, [14:0-1-11,0-1-01, [29:0-1-11 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. T8753482Lb94515020NXGABLE11 Vert(LL) -0.21 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Reference (optional)' ProBuild, Lady lake, FL, 33563 7.640 s Apr 19 2016 MiTek Industries, Inc. Thu Jun 02 15:46:34 2016 Page 1 I D: LO WYMouvC KPeLJ9gl FVdQZyxtPo-a3gd37ky64YxxM_Yji6DQJ UM_Mcfa6412193gQzAHzZ 6-4-013-0-0 19-6-0 26-0-0 6-4-0 6-8-0 6-8-0 6-4-0 Scale = 146.0 4x6 = 4x12 = 410 MT20HS = 4x12 = 4x12 = Special 1 6-4-013-0-0 19-8-0 26-0-0 6-4-6 6-8-0 6-8-0 6-4-0 Plate Offsets (X,Y)-- f1:0-0-0 0-1-41 f5:0-0-0,0-1-41, [14:0-1-11,0-1-01, [29:0-1-11 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.21 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.49 6-7 >636 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(TL) 0.11 5 n/a n/a BCDL 10.0 Code FBC2014/TP.12007 Matrix -M) Wind(LL) 0.16 6-7 >999 240 Weight: 179 Ib 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* MiTek recommends that Stabilizers and required cross bracing 3-7: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 WEDGE,, Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (Ib/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 (lb) 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=S.Opsf; BCDL=5.Opsf; h=15ft; 6=59ft; L=49ft; eave=6ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=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 Ib uplift at joint(s) except Qt=1b) 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 Ib down and 127 Ib up at 13-0-0 on top chord, and 66 Ib down and 40 Ib up at 1-8-12, 66 Ib down and 40 Ib up at 3-8-12, 66 Ib down and 40 Ib up at 5-8-12, 66 Ib down and 40 Ib up at 7-8-12, 66 Ib down and 40 Ib up at 9-8-12, 66 Ib down and 40 Ib up at 11-8-12, 66 Ib down and 40 Ib up at 13-8-12, 66 Ib down and 40 Ib up at 14-3-4, 66 Ib down and 40 Ib up at 16-3-4, 66 Ib down and 40 Ib up at 18-3-4, 66 Ib down and 40 Ib up at 20-3-4, and 66 Ib down and 40 Ib up at 22-3-4, and 66 Ib down and 40 Ib up at 24-3-4 on bottom chord. The design/selection lIt1111IIII 1 PQU IN V No 68182 Cr Z O•.. E OF i O R .O P • • l/ft1111, Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cett6634 6904 Parke East Blvd Tampa FL 33610 Date. ContRTLkq IqRWon device(s) is the responsibility of others. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE. Design valid for use only valh 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 IyliTek* is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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, Alexandra, VA 22314. Tampa, FL 36610 June 2,2016 Job Truss Type Qty Ply AJT T8753482Lb94515020GABLE11 Reference (optional) oBlald, Lady lake, FL, 33563 7.640 s Apr 19 2016 MiTek Industries, Inc. Thu Jun 02 15:46:34 2016' Page 2 ID: LO WYMouvC KPeLJ9gl FVdQZyxtPo-a3gd37ky84YxxM_Yji6DQJ U M_Mcfa6412193gQzAHzZ 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(6)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 - 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 s a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p Tek• 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 MiTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 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 LOADING (psf) SPACING- 2-0-0 T8753483Lb94515020R6Jack -Open 2 1 TC 0.40 Vert(LL) 0.09 3-8 >999 240 MT20 244/190 TCDL 10.0 Reference (optional) ProBuild, Lady lake, FL, 33563 7.640 s Apr 19 2016 MiTek Industries, Inc. Thu Jun 02 15:46:34 2016 Page 1 I D: LO WYMouvCKPeLJ9q IFVdQZyxtPo-a3gd37kyB4YmM_Yji6DQJUQSMfSaFkl2193gQzAHzZ 4-9-14 8-5-13 4-9-14 3-7-15 r Scale = 1.16.6 ofa 1-5-6 ' 0-5-10 ' 6-6-13 Plate Offsets (X Y)-- f1:0-6-11'0-0-11 f1:0-0-7 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.09 3-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.14 3-8 >710 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -M) Weight: 28 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left: 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer allalign d REACTIONS. (Ib/size) 2=131/Mechanical, 3=68/Mechanical, 1=221/0-8-0 Max Horz 1=41(LC 8) Max Uplift2=-34(LC 8), 1=-1O(LC 8) Max Grav 2=131(LC 1), 3=96(LC 3), 1=221 (LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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; B=59ft; L=49ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 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) 2, 1. 6) "Semi -rig id, pitch breaks 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=165(F=82, B=82) 8=68(F=34, 3=34) 9=41(F=20, B=20) 10=-20(F=-10, B=-10) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/0312015 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. SIN LI I IIIIII1I pPQU IN F No 68`1'82 E OF OR aP: ON A `• VIII MW Joaquin Velez PE No:68182 MiTek USA; Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33fi10 Date_: MiTek' 6904 Parke East Blvd. Tampa, FL 36610 June 2,2016 Symbols" PLATE LOCATION AND ORIENTATION - 14 -13/4 " RIENTATION- 13/4` Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0_116' 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 4 x"4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. EM 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. 1 Numbering System 6-4-8 dimensions shown in ft -in -sixteenths Drawings not to scale) 1. 2, 3 TOP CHORDS 4 BOTTOM CHORDS 8 7 6 5 0 of O U a O F - 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. MiTek Engineeri 2012 MiTek(@ All Rights Reserved yEU Mis Te k 0 - Reference Sheet: Mll-7473 rev. 10/03/2015 General Safety Notes Failure -to Follow Could Cause Property Damage or Personal Injury . 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing; is always required. See 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 ANSIITPI 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 anon -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 90 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. RECORD COPY City of r! Sanford Building e Fire Prevention Product Approval S pmgfication Form J", p N0 2i Permit # # 1 6- 1 5 7 2 - OFPAR Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at 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 4904.1 Sliding, MI Windows & Doors 17880.4 Sectional Roll Up Automatic Other 2. Windows Single Hung MI Windows & Doors 17676.1It Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 sV s JUN 0 2 2016 ,J '. By: Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Ahimemim Cowls Inr 121941 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Tamko Building 1956.4 Underla ments Ai' . oi' Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents t n ..iAMMO- n Z 1(0 5 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name \3o6Ipk /Vj. H I[er, S,r, Please Print) June 2014 T28/2015 Florida Building Code Online tlaaie:Hoiree neiwrloi a nanxdf is nas- eowract'asai Florida Jepartmentof BCIS Home 1 Log In 3 User Registration Hot Topics i Submit Surcharge 1 Stats & Facts j Publications FBC Staff ( BCIS Site Map ( Links Search Busines Professi UI Product Approval USER: Public User Regulation IIA#p. Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL4904-R7 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By 4''. 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 + JUN 0 2 2016 Product Approval Method Method 1 Option A L BYLU https://floridabui Idi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwH N bbl Sci 0%2baWgLuXXbtTsEXplAQ%3d 1/4 7,/28/2015 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 # Model, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and 0/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.01.1)df 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.bdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, 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: Yes required, hurricane protective system is NOT required. See DWG-MA-FLO128-05 for details. 4904.2 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S and 0/S Single Door Units 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 Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0" x 8'-0" FL4904 R7 AE 503A.odf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required. See DWG-MA-FLO129-05 for details. 4904.3 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.01.1)df 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 II FLO128.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports 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: Yes required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA-FLO128-05. 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 Quality Assurance Contract Expiration Date Impact Resistant: Yes 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 Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, 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-FLO129-05. 4904.5 Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S w/ or w/o Sidelites Units helps://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLuXXbtTsEXplAQ%3d 2/4 148" MAX. OVERALL FRAME WIDTH Ln00 21 " MAX36.375" MAX. u Is SIDE HINGED WOOD EDGE STEEL DOOR UNIT - D.L.O. - PANEL WIDTH - _ 37.5" MAX. 6'-B" DOUBLE DOOR WITH / WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH zo Q: GENERAL NOTES W 0 c)(- D I. EVALUATED FOR USE IN LOCATIONS ADHERING TO F- Q THE FLORIDA BUILDING CODE AND WHERE PRESSURE Z U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM En DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ^ - H LU DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON r? 0 OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. x ? W 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN z -i Lz- 5 ACCORDANCE WITH SECTION 2220 OF THE FDC. 00 ®on 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL: ^- 5 TEST DESCRIPTION DESIGNATION RESULT o a o c z o m Q a W W W 6 W = COMPARATIVE TENSILE STRENGTH AFTER WEATHERING o a 4500 HOURS XENON ARC METHOD 1 0o DOUBLE DOOR UNIT W/SIDELITES a a Addendxn to NAMI cn N cn v1 r333m Ce kation No.: r t 1 0o I r a Reviewed Bv: z = Dale Rev' z a w wHU W M® 13® ®® ®E3 0® 1313 ®® goa Ur c an z 00 ou fln J p W p Z W C3:2 Q Ol Inn00onononon SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE 'WITH SIDFLITE w p o WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE Dare: 7/11/05 TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING/y.1/ SCALE: N.T.S. SHEEI // DESCRIPTION X 37.5 +76.0 --76.0 +76.0 -76.0 +19.0 -19.0 +55.0 -55.0 {-a I XX 74 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 DWG BY: SINS i TYPICAL ELEVATIONS & GENERAL NOTES OX or XO 75 +SS.0 -55.0 +55.0 -55.0 +19A -19.0 +55.0 -55.02ANCHORINGLOCATIONS & DETAILS 0X0 112.5- +55.0 -55.0 +55.0 -55.0 _+19.0 -19.0 +55.0 -55.0 CHN. BY; 3 ANCHORING LOCATIONS & DETAILS OXXO 149 +SS.G -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 KURT BALTHAZOR DRawlnc rvo.: FLORIDA P.E. DWG-MA-FLO128-05 J/56533 1-U1 1 aF 3 SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN/MIN SMOKE DENSITY ASTM D2843 13.4% TENSILE STRENGTH* ASTM D636 7.50% DIFF 3' - SEE DETAIL C.. 3" — 3., ..E.." 3' 3.. 3.. 3. I 3 II -6.. 3' 0 U q a r a ow B B 0 A B 6 3' — I IIII 6' II I I3,. 673. 3.. I_ 3, 0 o a v a SEE DETAIL a 1 wO_ NN I I 6 EE DETAIL 6 a Ln o DO u o JQ Q Q (l) cr O z CL U_ Lu Z Lf) U cn g W waQw ASTRAGAL RETAINER BOLT HOLE g a va z 8 x 2-1/2„ # 10 x 2" #8 x 2_112"a MUST BE DRILLED THROUGH -moo THE THRESHOLD & INTO THE a _ z w 10 x 5/8" ® ® STRUCTURE DEUGH o az 8 x 2-1/2 R10x1" THROW _ m 10 x 5/8" 0co 10 x 3/4" DETAIL "F" ASTRAGAL 10 x 2" DETAIL "E" ASTRAGAL m N FRAME DOOR W (OPTI TEMP. CLASS) ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/ OPTIONAL OECORAiNE INSERT ALUM. STEEL OR BUTYL SPACERDETAIL "D" DETAIL "C„ STRIKE PLATE TO FRAME 1/2" BITE w o c m oASSHOWN. Z TYPICAL _—#6 x 1-1/2" PHS AdQeMmn I NAAU DATE: 7/11/05 0.962.. i Ce tificatbn ilD. N' a -1X _`. SCALE: N. T. S. Dwc. BY: SWS 1 DatePevewed— LA; OOW 995 p- yA.q`'. CHK. BY: EXTERIOR ^• WTERIOR DRAWING NO.: INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL ..... SHEET Z OF 3 SEE DETAIL C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. 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. MINIMUM DESIGN VALUE. STRENGTH OF ANCHORS 171 LBS. 6" h IE I II I I II II— 6,. 0 N — — 41 U w a SEE DETAIL D" SHT. 2 — — r 4 ® J 0 J d D w — dw o p B G n G — B I ` I II 11 II II I HARDWARF SCHFDl1I F 1. KWIKSET 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 1.50" MIN 0.25'" MAXSHIM CL TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.25" MIN 0.25" MAXSHIM CL— TYPICAL MASONRY ANCHOR INSTALLATION Addendum to NAMI Cenkalloo No.: _ , l ! o p , f (C -k 4 R,olewed By. Dale Review CL Ld-) cr Do O— U O Q Q p or Q (n ui Z EL Lu LnF'- V Z CD C W DATE: 7/11/05 SCALE: N.T.S. DWG. BY: sws CHH. BY: DWG-MA-FLO128-G5 sHEET 3 OF 3 NOTICE OF PRODUCT CER'TIFICAT'ION Company: Masonite International Corporation Certification No.: NI006110.01 1955 Powis Road Certification Date: 07/23/2005 West Chicago, IL 60185 Expiration Date: 12/31/2020 or 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) Drawing Number & Specification: TAS 201/202/203 O a ue Size 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 within NAMI's Certified Product Listing at www.Namicer.tification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswin O a ue Size Pressure Pressure Rated Comments X I/S Opaque 3'0" x 6'8" 76/-76 2.86 psf Yes NCTL-210-2929-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 X O/S Opaque 3'0" x 6'8" 76/-76 8.25 psf Yes NCTL-210-2929-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XX US Opaque 6'0" x 6'8" 55/-55 2.86 psf Yes NCTL-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XX O/S Opaque 6'0" x 6'8" 55/-55 8.25 psf Yes NCTL-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FLO128-05 XO/OX I/S Opaque Door 6'0" x 6'8" 55/-55 2.86 psf Door -Yes NCTL-210-2930-1 Singlew/Sidelite Glazed Side] ite Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0"x6'8" Anchor Detail-MA-FL0128-05 XO/OX O/S Opaque Door 6'0" x 6'8" 55/-55 8.25 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0"-x6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXO I/S Opaque Door 9'0" x 6'8" 55/-55 2.86 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 30" x 6'8" Anchor Detail-MA-FL0128-05 OXO O/S Opaque Door 9'0" x 6'8" 55/-55 8.25 psf Door -Yes 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" Anchor Detail-NIA-FL0128-05 OXXO I/S Opaque Doors 12'4" x 6'8" 55/-55 2.86 psf Doors -Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXXO O/S Opaque Doors12'4" x 6'8" 55/ 55 8.25 psf Doors -Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FLOl28-05 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, 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: wood screw ND5 2005, 11.3) Side member: Douglas This analysis verifies anchoring for the following drawings: Main member: Spruce -Pine -Fir Side member thickness: t,= DWG-MA-FLO120-05 DWG-MA-FL0130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 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-FLO174-07 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. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw ND5 2005, 11.3) Side member: Douglas Fir -Larch Main member: Spruce -Pine -Fir Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: Fyb = 80,000 psi Duration Factor: Co = 1.6 Tabulated lateral design value: Z= 107.0 lbs Allowable Design Value: Z'= 171 lbs/anchor Mode IV Fastener type: 3/16" ITW Tapcon N.O.A. 07-1126.10 Substrate: Hollow block lbs) Minimum embedment: 1.25 in 2.3 Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 lbs 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 lbs OK Actual edge distance: 2.50 in Design value per interpolation: Z = 189 lbs Allowable Design Value: Z'= 189 lbs/anchor Minimum anchor capacity: 171 lbs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors Pressure against stops with bump threshold: 36.38 Design pressure: 85.0 psf A71 79.25 A2 A2 I Single. Pressure away from stops: 36.38 y Al Al 79.25 Desiqn pressure: 85.0 psf Zone Area Load Ind. Max. Anchor ResultCap. Area Load Ind. lbs) in) Cap. Load Qty Zone 2ft) lbs) in) O.C. Result in) lbs) lbs) lbs) 10.0 Al 2.3 195 N/A N/A 171 2 98 OK AZ 7.7 656 6.00 18.00 171 5 131 OK Desiqn pressure: 85.0 psf Zone Area Load Ind. Max. O.C. Anchor ResultCap. Load zft) lbs) in) Qty in) lbs) lbs) Al 10.0 851 6.00 18.00 171 5 170 OK R • L 0 ,r y 1 TAT. OFs Luis R. Lomas P.E. 5 4 FL No.: 62514 1 of 2 '/. OR 0. • ''+ V 1/7/2010 NAL1` Luis R. Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Manufacturer: Masonite Report #: 504A Date: 12/29/09 oingie. Pressure against stops with saddle threshold: 11 36.38 pressure: Designg p 85.0 psf Al 11 A2 A2 79.25 I Anchor Locations: jam— --- — 36.38 --- f--- 18.19 6.00 TYP. 6.00 TYP. II 1 6.00 1 i 13.45 MAX. O.C. 1 79.25 1 6.00 1 1 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2of2 0\\11111/// j tiC E JV 4TAT0,4V1 e 0 F ,• ZORMt- AL 11111111 Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Area LoadInd. Max. Anchor Cap. Qty LoadZone ft) lbs) in) O.C. Result in) lbs) lbs) Al 2.3 195 N/A N/A 171 2 98 OK AZ 8.9 753 6.00 18.00 171 5 151 OK Anchor Locations: jam— --- — 36.38 --- f--- 18.19 6.00 TYP. 6.00 TYP. II 1 6.00 1 i 13.45 MAX. O.C. 1 79.25 1 6.00 1 1 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2of2 0\\11111/// j tiC E JV 4TAT0,4V1 e 0 F ,• ZORMt- AL 11111111 Luis R. Lomas P.E. FL No.: 62514 1/7/2010 7 M PA HI 71 1:/2" MAX. FRAME `NIDIH------- 36 1/2" MAX. 32" MAX. PANEL. WIDTH. --- D.L.O. WIDTH 4" MAX. TYR. II - FOR REQUIRED NUMBER OF ANCHORS SEE CHARTS BELOW 72 ; /g" MAX D.L.C. HEIGHT 79 1/2" MAX - FRAME EJGI'7 i I i i I 1_ 10 I SERIES 910 PVC SLIDING GLASS DOOR I" TO `,VEEP WEEP S,tC; EXTERIOR VIEW ! `:I -0T Number of anchor locations required Single Panel and Total Unit Width (in) 18.0`. 24.0 .30:0 . 35.8 DESIGN PRESSURE RATING IMPACT RATING Height 36:0 48.0 60.0 71.5 in) Head. Jamb I Head I JambI Head I Jamb I Head I Jamb +401-50PSF i NONE 78.0, 3 5 4 1 5 1 5 1 5 5 5 79.5 4 1 5 4 1 5 1 5 15 5 5 TABLE OF CONIIEN S 1EET N0: J DESI RIP ION LEVAi(N ANCHG i G LAYOUT AND NOTES 2- 4 1 I STALLA110N DETAI. S REVISIONS PFv DESCRIPTION UafE I APPROVED P. RF':9`,ED ?I R NEW TES1lMG i 05/24/20i 1i R.L. O EES: 1) IIiE PRODUCT SHO',Al HEREIN 1 0_SIGNED AND MANUFACTURED TO C PLY yg4a;_-_ REOUIRELAENTS OF THE FLORIDA BUILDING CODE, F' 2) WOODRAMIND E -FRAMING AID MASONRYOPENINGTO BE DESIGN ED AN S ANCHORED TO PROPERL( FRANS EP ALL LOADS TO STRUCTURE. "FRAMING MASONRY OPENING IS THE RESPO iSiB1L1iY OFTHE ARCHITECT OR .LNC ` E: F RECORD 3i 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHEEL 1XBUCK IS .G SED C, PISSIMILAR MAIERIALS MU ;T BE SEPARATED I,IJJTH APPROV-ID COAJING OR .:€'r19.PAN SELECTION OF CDAI IN G OR MFMB ,ANE IS THE RESPONSIBILITY OF THE SRC I ' I OR ENGINEER OF RECORD, - 'C d} ALLOWABLE STRESSICFEA E OF 1/3 WAS NOT USED IN THE DE SIGN TSF _ PR.ODUCI SHOWN HER' N, WAND LOAD DIURAIION FACTOR Cd 6 WAS E0' WOOD A ( CHOP P I C Ut ARC)NS 5) FRAME tIvTERl1 EXTRUDED D RIGID—PVC .07 Tr+IC'K. 6) UNITS MUST BE GLAZED PER ASTM. E1300.. 7) APPROVEDIMPASi PROTECTIVE SYSTEM IS -EC'UIRLD FOR, THI`; PRODICT IN ,.fa, ml BORNE DEBRIS REGION 3) SHIM AS REQUIRED D Al EACH INS 4 JTFION AN SJR F1[1 i LOAD BE,A'?I^ SHIM, SHIIA WHERE SPACE OF 1/116" OR GRAEER OCCUR MAXIMUM .A1_10WABLC SHIM SLACK O B E') FOR ANCHORING INTO MASONRY USE 3/10 ITr1 TAPCONS WITH SUFFICIENT LENrTH TO ACHIEVL A 1 1/4" `AINIMUM. EMBFDMENF I IO IJB TRT'] W11H 2 513" MINIVUM. EDGE DISTANCE L OCAFE ANCHORS AS SHOW 'IN ELI. JAl4,1IS ARID INS AL LATIONI DETAII S 10) FOR ANC"ORING INTO WOOD FRAMING OR 2< BUCK USE #110 WOOD S J`' WITH SUFFICIENT LENGTH C ACHIEVE A 1 3/8 191 R1JM EM E DENT 11T0 SUBSTRATE. LOCATE ANCHORS A -SHOWN IN L VA'TION AND IN AIL ( 1 DETAILS. i FOR ANCHORING N110' 6CA, (.0160" MIN.) E. FRAMING USE #10 SELL A"PING' SCREW II1H SUFFICIENT LEH(TH i^ ACHIEVE .1 -THREADS P.11NIIIUM BEN. D SUBSTRA E MIN IMUU EM EDMEPJT OCATE ANCH R A OJlti IN ELE4 uONS AND INSTAL L -.ION DETAILS. 12) ALL FASTENERS TO BE CORROSIOE'STAN". 13) IIJSTALL01ON ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACPUR I. S RBST IL.AF10N IUSIRUCTIONG, AND ANCHOR` -;HALL.. l`.T BE USED IN SUBSTRATES WITH STR NGIHS' LESS THAN THE MINIMUM S -r ENGFH SPFC.RED BEL00;'. A. WOOD - MINIMUtd SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSNE STP.ENGTH OF 2,000 PSL C. MASONRY - STRENGTH CONJFO 'MANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER), D. STEFC PP.AMING - 1 ,CTA. .060 MINIMUM. 14) APPROVED C)NI IGURA-ONS. XC, TJX SIGNED: 0512412011 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 910 PVC SLIDING GLASS DOOR NON -IMPACT ELEVATION, ANCHORING LAYOUT AND NOTES DRAWN: - DWG NO, TJH 08-01157 NTS D``1E 10/22/10 ;"' 1 OF: 4 S v,•\CENSF'9iP o,,6J261 0. T(,AfTlrE OF , rte` RC`. Oc0R4;•G A E 4" MAX. -J TYP. I !i I IIJ I LL'I X, l it I. I t I I I j i 1 FOR REQUIRED NUMBER OF ANCHORS SEE CHARTS BELOW 72 ; /g" MAX D.L.C. HEIGHT 79 1/2" MAX - FRAME EJGI'7 i I i i I 1_ 10 I SERIES 910 PVC SLIDING GLASS DOOR I" TO `,VEEP WEEP S,tC; EXTERIOR VIEW ! `:I -0T Number of anchor locations required Single Panel and Total Unit Width (in) 18.0`. 24.0 .30:0 . 35.8 DESIGN PRESSURE RATING IMPACT RATING Height 36:0 48.0 60.0 71.5 in) Head. Jamb I Head I JambI Head I Jamb I Head I Jamb +401-50PSF i NONE 78.0, 3 5 4 1 5 1 5 1 5 5 5 79.5 4 1 5 4 1 5 1 5 15 5 5 TABLE OF CONIIEN S 1EET N0: J DESI RIP ION LEVAi(N ANCHG i G LAYOUT AND NOTES 2- 4 1 I STALLA110N DETAI. S REVISIONS PFv DESCRIPTION UafE I APPROVED P. RF':9`,ED ?I R NEW TES1lMG i 05/24/20i 1i R.L. O EES: 1) IIiE PRODUCT SHO',Al HEREIN 1 0_SIGNED AND MANUFACTURED TO C PLY yg4a;_-_ REOUIRELAENTS OF THE FLORIDA BUILDING CODE, F' 2) WOODRAMIND E -FRAMING AID MASONRYOPENINGTO BE DESIGN ED AN S ANCHORED TO PROPERL( FRANS EP ALL LOADS TO STRUCTURE. "FRAMING MASONRY OPENING IS THE RESPO iSiB1L1iY OFTHE ARCHITECT OR .LNC ` E: F RECORD 3i 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHEEL 1XBUCK IS .G SED C, PISSIMILAR MAIERIALS MU ;T BE SEPARATED I,IJJTH APPROV-ID COAJING OR .:€'r19.PAN SELECTION OF CDAI IN G OR MFMB ,ANE IS THE RESPONSIBILITY OF THE SRC I ' I OR ENGINEER OF RECORD, - 'C d} ALLOWABLE STRESSICFEA E OF 1/3 WAS NOT USED IN THE DE SIGN TSF _ PR.ODUCI SHOWN HER' N, WAND LOAD DIURAIION FACTOR Cd 6 WAS E0' WOOD A ( CHOP P I C Ut ARC)NS 5) FRAME tIvTERl1 EXTRUDEDD RIGID—PVC .07 Tr+IC'K. 6) UNITS MUST BE GLAZED PER ASTM. E1300.. 7) APPROVEDIMPASi PROTECTIVE SYSTEM IS -EC'UIRLD FOR, THI`; PRODICT IN ,.fa, ml BORNE DEBRIS REGION 3) SHIM AS REQUIRED D Al EACH INS 4 JTFION AN SJR F1[1 i LOAD BE,A'?I^ SHIM, SHIIA WHERE SPACE OF 1/116" OR GRAEER OCCUR MAXIMUM .A1_10WABLC SHIM SLACK O B E') FOR ANCHORING INTO MASONRY USE 3/10 ITr1 TAPCONS WITH SUFFICIENT LENrTH TO ACHIEVL A 1 1/4" `AINIMUM. EMBFDMENF I IO IJB TRT'] W11H 2 513" MINIVUM. EDGE DISTANCE L OCAFE ANCHORS AS SHOW 'IN ELI. JAl4,1IS ARID INS AL LATIONI DETAII S 10) FOR ANC"ORING INTO WOOD FRAMING OR 2< BUCK USE #110 WOOD S J`' WITH SUFFICIENT LENGTH C ACHIEVE A 1 3/8 191 R1JM EM E DENT 11T0 SUBSTRATE. LOCATE ANCHORS A -SHOWN IN L VA'TION AND IN AIL ( 1 DETAILS. i FOR ANCHORING N110' 6CA, (.0160" MIN.) E. FRAMING USE #10 SELL A"PING' SCREW II1H SUFFICIENT LEH(TH i^ ACHIEVE .1 -THREADS P.11NIIIUM BEN. D SUBSTRA E MIN IMUU EM EDMEPJT OCATE ANCH R A OJlti IN ELE4 uONS AND INSTAL L -.ION DETAILS. 12) ALL FASTENERS TO BE CORROSIOE'STAN". 13) IIJSTALL01ON ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACPUR I. S RBST IL.AF10N IUSIRUCTIONG, AND ANCHOR` -;HALL.. l`.T BE USED IN SUBSTRATES WITH STR NGIHS' LESS THAN THE MINIMUM S -r ENGFH SPFC.RED BEL00;'. A. WOOD - MINIMUtd SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSNE STP.ENGTH OF 2,000 PSL C. MASONRY - STRENGTH CONJFO 'MANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER), D. STEFC PP.AMING - 1 ,CTA. .060 MINIMUM. 14) APPROVED C)NI IGURA-ONS. XC, TJX SIGNED: 0512412011 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 910 PVC SLIDING GLASS DOOR NON -IMPACT ELEVATION, ANCHORING LAYOUT AND NOTES DRAWN: - DWG NO, TJH 08-01157 NTS D``1E 10/22/10 ;"' 1 OF: 4 S v,•\CENSF'9iP o,,6J261 0. T(,AfTlrE OF , rte` RC`. Oc0R4;•G A E P.EVISIONS R EV - - DESCRIPIIOM -'I DA fE. AR?ROVED 4. REVISED PPR ME'N TES"ING CJS 2; 20' 1 RL. 2% t',UCK/V UOD FRIM-NG - / 7 BY OTHERS, 2X BUCK TO ` INTERIOR FINISH -- BE PROPERLY SECURED 13/10 WN. _ / SY OfHERS EDGE D T. E,<IE:RI( FINISH — '---- BY OTHEF,'S 3/8' t•AIM1L EMBEDMENT iLi l7 7— APPROVED SEALANT 1/4 11,Af ../8" MIN. - I 1/4• ?JAX. BY OTHERSI S111M EMBEDMENT i SHIM 1 _ INTERIOR =NI51i — nJ — BY C EIE S 1110 WOOD SCREW #10 wGGc SCREIN INTERIOR DOC GIST. A I i L. L I s1177 2Y 91 K/,VOGD FRAMING —. X1 L— r BY n HIERS 2X BUCK r0--- BE OF)EF.LY SECURED EXTERIOR INTERIOR r ExTaiGR sH=ATiuNc — \ L(— l i EXTERIOR rl r II By EXTERIOR n3 ril ks --------- EXTERIOR -- ----- JII - APPROVED SEALANT BY OTHERS r---p_ HORIZONTAL CROSS SECTION 2X BUCKIWOOD FRAMING INSTALLATION ACTIVE JAMB SHOWN, FIXED JAMB SIMALAR I SILL TO B SET I'J BED 0 c-PRGJEDi C )NSTRUCTION SEALANT MI WINDOWS AND DOORS 650 WEST MARKET STREET -N 0- R. C;Q GRANTZ, PA 17030-0370 .*`r,ENSF.,P 2X Pi CK/WOOD R "K 10 SERIES 910 PVC SLIDING GLASS DOOR *• p $ frLrCPEP2xLIlcrtG / 1 B p OPt_KLY SECURED NON—IMPACT CVERTICALCROSSSECTION = o INSTALLATION DETAILS `' 2X BUCKIWOOD FRAMING INSTALLATION O ,• TAT OF DRAWN: DNO NO. Re R OR\C1P TJH 08 01157 A /sS•••`'..x scAl.e .NTS D.=ic 10/2,2/10 ,..,;rr2 OF- 4. " V 0NAl4\V\\ i 0 i 2 5'8' MIN, I_ .,..lJ - _ REV - UESGP. o110N DATE APPROVED MASONRY/CONCR TE EDGE DIST. - ^ .4 REVISED PER PAEVI TESING, 05/24/20111 R.L. . B'I Oil -'ER -- -- = --- 1 1/4 11N. - - OPTIONAL 1Y BUCK. .3I°. MBED ENT THBR -1, iX BUCK TO BE PROPERLY SECURED, SEE NOT E 3 SHEET 1i J iI j- Jf - I 1/4 MAX, C 1 jl APPROVED SE:A ANT SHIM 3Y. OTHERS1/41"PA 1;<. 1/4" MIN, HIM E,LBIrJMLP.'1' 1 3/16" IWY TAPCON 1 ` ._ r LEDGE D 'T, i I Cn I 3/16" iIVJ TA'CON EXTERIOR — T INTERIOR J 9 i ' — MASONRr CONC P...E 'I FL BY 01 ERS EXTERIOR 4 CAPTIONAl 1 BUCV, BY I APPROVED SEANANT -- OT:iLF 1 `. BUCK RF2Cr'E LY CURED. Lt NJE 3HEET I C HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION r j — FIXED JAMB SHOWN, ACTIVE JAMB SIMALAR i Sli TO BE SEI IN r J l X G F C 0. A: PR VEG CONSTRUCTION SEALANT IT Imo_ j MI WINDOWS AND DOORS mfllru/ 650 WEST MARKET .STREET\\`\S R tptlf i J GRANTZ, PA 17030-0370 •GENSF9s+ SERIES 910 PVC SLIDING GLASS DOOR = *• 0 61BYJTHGS NON—IMPACT VERTICAL CROSS SECTION ' INSTALLATIONDETAILS TATOFDE MASONRY/CONCRETEINSTALLATION . or>Awrl n^c IJD. ... acv i' • FtdRtdv:' sJH DATE 08-01157 A icsS`pNAC,aG`\\ NTS 10/22/10_ 3 OF 4 kf -- V E 2t LION DAIF APPROVFD p¢ pA 2F I-,E F' NFM a li IG 74/2G R v ER OR FINISH = --- - — --- -- 1c a 0E ,P11Pi LY OTHERS; SIEEi Y 3T P R 1 DS B EY04','1) I Iff Fy,IF lir ;-IRISi LM BLDIV-1,11 lits RAZE M J - By cl, Jf5 "t4AX: T [ E,EY N9 1"I VED SF : t .P.' I ` iI:VP <tl( -{ - 3Y CiI7E2S FVEETL1'[Iv" /^. MAX S M, f,'4F' ' NG .G L.. _ 'I U FLP in ?ING 1 (s .,Iv/ n I N hiop, r — INTERIOR Y rh L S I o 4 i Iw &PntI C I Il _ EXTERIOR sem_ INTERIOR I -- r FXiFTRIOr FINS,; Y J EXTERIOR L AE P R OVE rJ SFALANT BY C-1 _4 F ; d Ip HORIZONTAL CROSS SECTION i. i j Ui - 16GA. MIN STEEL FRAMING INSTALLATION ACTIVE JAMB SHOWN, FIXED JAMB SIMALAR SILI I TO P 1 J t MI WINDOWS STREETWESTMARKET INDOWS ANDDOORS GRANTZ, PA 17030-0370 `;CENgF rcAtAl C, SERIES 910 PVC SLIDING GLASS DOOR = k• 0 51 E! c u VERTICAL CROSS SECTION NON IMPACT a'TATw` INSTALLATION DETAILS 16GA..MIN STEEL FRAMING INSTALLATION _ O • TJH V 08-01157 A . st:nit NTS oir 10/22/10' j4 OF 4 Z7fllili1141\ 52" MAX. _I FRAME WIDTF'1` I 4 MAX. II I ANCHORS TO BE EOUALLY SPACED, EE j APA HGP CHAR11 —• I SHrFI 1 FOR UNIT SIZE AND ANCHOR 11 CIUANTII'Y :I./ -84 MAX FRA MF HFiGIHT i TI! II I 4' MAX. I SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW' - DESIGN PRESSURE RATING IMPACT RATING 25PSF --- — NONE -- Nnmh<r nlnnrhnre ronnirnr(al mrh inmh Height in) 24.0 . 30.0. Panel width (in) 36.0 42.0': 48.0 52.13 24.0 2 2 2 2 -. 2 2 30.0 2 2 2 2 2 2 36.0 3 3 3 3- 3 3 42.0 3 3 3 -3 3 3 08.0.-3. 3 3 3-.. -.3 3 54.0 3 3 3 13 60.0 4 4. 4 4- 4 4 66.0.- 4 4 4 4.:: 42:0 - 4 4 4 4`. 4 4 78.0 4 4 4 4 84.0 5 s 5 - s. TABLE OF CGr LEFTS ---- ---- I` EET rJO. `^SCR.P11ON! L 1 ELEVAT.ONS, ANCHORING LAYOUTS AND 'NOTES 2 — 3 I INSTALLATION DETAILSIlk REVISIONS R=y rest f?n N DATE A.?PROVEc NOTE. 1-) THE PRODUCT SHOWN HEREIN to DESIGNED AND MANUFACFURED TO COPPI'`' WITH R. OUiREMEI f S GE THE FLORIDA PbI.DI`:G CODE x-- 2) WOOD FRAMING ANC, MASONRY OPENING TO BE DESIGNED Av0 ANCHOF V 0^ PROPERLY TRANSFERP ALl_ LOADS' TO STRUCTURE. Ff F rING AND E!A,SONF (U OPENING IS THE RFSPONSIBILIFly OF THE ARCHITECT OR ENGINEER OF R UPWD. fI I{ BUCK OVER BIAS HRf/CONE Fr E IS OP11ONAL. WHERE 1X BUCK I P dfaylJ. cE DISSIMILAR MATEIRIAIS M JS:F BE 'SEPARATEDl' D WIIH APF'ROVFD ^GATINGOF.0 Ya1FMBRANE. SELECDON OF COATING OR. e1EMBRAI,E IS IiE SEUPONSIHILI•A`'E- TH AP.C:HITECT OR -ENGINEER OF RFC ORD s 4) ALLOWABLE. STRESS INCREASE OR /3 WAS NOT USED IN THE DESIGN O y PRODUCT SHOVJv 1HE. IN, tAJIND LOAD DURATON FACTOR Cd 1 6 WAS US !' OR WOOD ANCHOR CALCPAT1ONS F AME M .I( -E IAL X RUDED RIGID PVA. I SASH ON11' PAI) i -.P r'I INPURC ED WIT i GVL- 451 02 S T (-REINF R 1g P. d ETING RAN MI S- BE REINFORCED 'W IH RF-104S-025.rFEL. RFINFO ELUENT, 7; UNITS MUST BE GLAZED PER ASTM E1300--04. 8) APPROVED IMPACT PROIECINE SYSrEk,1 IS REQUIRED FOR 1HIS PRODUCT i BORNE DEDPIS REGIO S. 9) SHIM AS. REQUIRED AT EACH INSTALLATION AN`.;r10f.-WI H : JAD BEARING H\1. HIM 'WHERE SPACE OF 1/16 OR GREATER. OCCURS. -MAXI v1UM ALLoWABLF SH,M STACK rO BE 1/4". 10) FOR ANCHORING INTO MLS.ONRY/CONCR IE'USE: 3/ 6` !'1W :APCON`L Willi SUFFICIEW LFNG'TH ?0- ACHIEVE A 1 1/4 MINIMUM E PEDMENT INTO UBST,2AiFE WTH 2 5/8" M -N MUM EDGE DI TANJCE OCA:FE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS -- 11 FOR ANCHORIN. IIJTO. FOOD FRAMING OR 2X BUCK U'SE #8 WOOD SCREW ;LITH SUFFICIENT- LENGTH TO ACHIEVE A 1 3/16" MINIMUM ' Me DMFNT INTO SUBSTRATE OUTATE ANCHORS AS . HON'`I IN ELEVATIONS !AND II`ISTALIA7I0L Fig AILS. - 1 Z) /,'_L FASTENERS TG BE CORRO I()tJ ,RE'SISTAH1. 13""i; iTALLATIONI A.NCHO .S SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 1AANUFACTUREF.'6 INSTALLATION INSTRUCTIONS. AND ANiCHO ' SHALL NO- E USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SIRE ICT SPECIFIED BELOW: A. WOOD MINIMUM SPECIFIC GRAVITY OF G=0.42. GONiGREFE -- `!It`IIPAUM COEAPF.ESSIV:- STREi`1GFH. OF 3,152 PSL MASONRY — STRENGTH CONFORMANCE -TO ASTM „-90, GRADE N, YPE 1 (OR GREATER).. SIGNED: 0412412012 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 1LO i/i GENS s;% 0 '6 t o € AQ• TAT OFcc z i'4 A`ORt00' ''`'. S/ONAL( `\ SERIES' 3540 FINLESS PVC SINGLE' HUNG -WINDOW STEEL REINFORCED — NON IMPACT 52" X 84 ELEVATION, ANCHORING LAYOUT AND NOTES sxr,: V. L......... wc Tac. 08-01, 5141r0FNTSuFtE04/09/12 3 DAJ r. f. PROJ D THERS, 2X BUCKT C BE FRCPERLY SECURED- LT N BED OF ; A I I `'' fAX - 1 5% E ;f11`I. I 1/4' MAX. 1 lr f O VI -D vtf.V / ..>- i FU ELUE I , SHIM rl;r7iD_, •... fiFAD BE SI:T- N A BED Of API O r 0 f R iv006 a",<E4 Tj INTERIOR n It -?JC*/ h J F Rl Iv1IV. iu`u 1fi R r OTHE1,PS. 2X BUCK EXTERIOR ,)i INTERIOR, E t , FRLY st r EXTERIOR i P o BE FT "a ROVE SFA[ _ati7 HORIZONTAL CROSS SECTION LD C f1 : - 2X BUCK/WOOD FRAMING INSTALLATION FLANCF PF = — I 1/4, MAX- t J H [ JFEL APPROVED c 6P N X -L C Fif wi G ni -RS, NOT x,w l;E -IF RIIY MI WINDOWS SAND DOORSABUCK/ FF AI I. SY 01HER 2y f T VERTICAL'CROSS .SECTION 650 WEST MARKET STREET ti\:. R C. 2f9 r C ,;._f, 2X:BUCK/WOOD:FRAMING INSTALLATION - GRANTZ, PA 17030-0370 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW t STEEL REINFORCED - NON IMPACT 52" X.84' „ INSTALLATION DETAILS 0. TAT OF A V. L. 08-01514 NAL'E` rE NTS: ""' 04/09/12 2 OF 3 Ifttllltll\' MASONRY/'CONCRETE BY OTHERS OPTIONAL iX-DUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED. SEE fJOTE 3 SHEET 1 FLANGE TO E- C IH BED OF APPROVED SEALANT EXTERIOR SCRiPrION DFIE AVPBO•1 [) I 1/4' MAX. SHIM 1 1/4" MIN __ _ L_- 1/4 VAX. HEAD FO BE ': i L BEDMENI IN A BED OF AhPf?OJED CONSTRUC'ON SEALANT I r 3/96" TAPCON MASOiJ R'(/CGN'"G_,E — I BY OTHERS 4 INTERIOR INTERIOR 2 MIN E DISI OPTIONAL iX BUCK BY EXTERIOR 0 .. IX BUCK 10 C \ --- PrPROPERLY E ,.)RED. SEE \`- FLANGE FO BE NOTE 3 SHEET 1 SET IN BED OE SILL TO BF SET IN APPROVED SLAL"aNT J, BED of F T Ra FD HORIZONTAL CROSS SECTIONC;ONSIRUGTUN, ADFILSIVE F . MASONRY/CONCRETE INSTALLATION FLANGE. TO BE / i_ 1 /4' MAX, SET I',i BED OF C7=I CiS, L SHIM APPROVED SEALANT''' v` I / - AS0NRY/CONCRETE NOTE NTERIGR AND EXTERIOR' ISHES BY OTHERS, OPTIUIF_ TX BUCK " I / BY VOTHERS NOT SHOWN! FOR CLAR!j OT -,ERS, lX BUCK TO BE u,<oP Rl rE.uPHF"C SNOTE H MI WINDOWS AND -DOORS \t11I nlriyI1l 650 WEST MARKET STREET \S;R CpZ i GRANTZ, PA 1 7030-0 370VERTICALCROSSSECTION w•GENS {+ MASONRY/CONCRETEINSTALLATION SERIES 3540 FINLESS PVC SINGLE HUNG -WINDOW - _ 7k• p,,. $1 "' STEEL REINFORCED NON IMPACT 52" X 84 INSTALLATION DETAILS = TAT nRnvrN C wo. aw 'F` c QRiOP• V.L. onrt: OS OEE514 - Z/sS AlAL1E G\ NTS 04/09/12 3 OF 3 ptp 7/28/2015 Florida Building Code Online Florida Deepartmentl BCIS Home I Log In i User Registration 1 Hot Topics I Submit Surcharge j Stats & Facts I Publications FBC Staff I BCIS Site Map I Links i Search BusinesC) Prof©i ) f -ProductApproval l USER:ER:PubPublic User Regulation w0 Product Approval Menu > Product or Aoolication Search > Application List > Application Detail t s 8 FL # FL12194-R1 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 i 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 FL12194 R1 COI Trinity ERD CI - Nieminen.odf Standard AAMA 1402 ASTM E330 Year 1986 2002 Sections from the Code v ` a JUN 0 2 2010 1 https://floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AU C %2fEH M rN rkL4bysALiaTZZp/o2fJ i uPbVxGFp/o2fD57kxg%3d%3d 1/2 7/28/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Snmm:% v of Prnrliirtc 12/15/2011 12/16/2011 12/22/2011 01/31/2012 06/26/2015 FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use _ Installation Instructions Approved for use in HVHZ: No FL12194 R1 II Al er121311FINAL ALUMINUM Approved for use outside HVHZ: Yes COILS FL12194-Rl.pdf Impact Resistant: N/A FL12194 R1 II A2 er121311FINAL ALUMINUM Design Pressure: +48/-64.2 COILS FL12194-R1.Ddf Other: The design pressure noted herein relates to a specific Verified By: Robert Nieminen PE -59166 installation of the 16" x 12" panel. Refer to the ER Appendix Created by Independent Third Party: Yes for design pressures of other panels / attachments. Evaluation Reports FL12194 R1 AE er121311FINAL ALUMINUM COILS FL12194- Rl.Ddf Created by Independent Third Party: Yes S -, Pdexi 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 electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a. licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 1 e:heck RIMMM Credit,C 1FE https://floridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALiaTZZ%2fJiuPbVxGF%2fD57kxg%3d%3d 2/2 TRINITY; ERD F' CHANNEL (3/8'1"1 ALUMINUM 0.0165" nominal thickness Exterior Research and Design, LLC. d/b/a TrinityjERD Certificate of Authorization #9503 Robert Nieminen, PE -59166 238" 18` BLANK 3 / 8 PROFILE 25 TYP. 0.125 TYP. 2.625 REF. 50 TYP. 0000a oaooao aaooa ooaaao oaooa WIDE VER PATE RN (F L 5C F1 LOUVERS FORMED IN SAME DIRECTION AS RIBS) Evaluation Report A13360.02.09 -R1 for FL12194-R1 Aluminum Coils, Inc. Revision 1: 12/13/2011 Appendix 1, Page 1 of 2 Exterior Research and Design, LLC. d/b/a TrinityjERD Certificate of Authorization #9503 Robert Nieminen, PE -59166 Evaluation Report A13360.02.09 -R1 for FL12194-R1 Aluminum Coils, Inc. Revision 1: 12/13/2011 Appendix 1, Page 2 of 2 7/28/2015 Florida Building Code Online 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 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 TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri—eden@tamko.com Kerri Eden kerri—eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri—eden@tamko.com Roofing Asphalt Shingles Certification Mark or Listing UL LLC Robert J. M. Nieminen, PE Validation Checklist - Hardcopy Received Standard ASTM D3161 ASTM D3462 ASTM D7158 Method 1 Option A Year 2009 2009 2008 Elf AEg JUN 0 2 205 hUps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6raQ%2b%2bCX5ulUhEA3ULv8xAB4z%2bKOdbOlOtBw%3d%3d 1/4 7/28/2015 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summa of Products Florida Building Code Online 03/20/2015 04/02/2015 04/06/2015 https://floridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6raQ%2b%2bCX5ulUhEA3ULv8xAB4z%2bKOdbOlOtBw%3d%3d 2/4 FL # Model, Number or Name Description 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.pdf Approved for use outside j 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 Glass Seal Elite Glass Seal app inst.pdf 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 Created by Independent Third Party: 1956.2 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 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 Glass Seal Elite Glass Seal app inst.pdf used only on roof slopes of 2:12 Verified By: Robert Nieminen PE 59166 or greater. Nails must be used Created by Independent Third Party: No as the method of attachment. Evaluation Reports Created by Independent Third Party: 1956.3 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 apo inst.pdf used only on roof slopes of 2:12 FL1956 R11 II Heritage F app inst.pdf or greater. Nails must be used FL1956 R11 II Heritage T ano inst.pdf as the method of attachment. Verified By: Robert J. M. Nieminen FL 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.4 Heritage 30 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 2012.1)df 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 30 app inst april 10.pdf used only on roof slopes of 2:12 FL1956 R11 II heritage 30 app inst f april 10.pdf or greater. Nails must be used Verified By: Robert Nieminen PE 59166 as the method of attachment. I Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.5 Heritage 50 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 50 app inst awil 10.pdf used only on roof slopes of 2:12 FL1956 R11 II heritage 50 app inst f aoril 10.pdf or greater. Nails must be used Verified By: Robert Nieminen PE 59166 as the method of attachment. i Created by Independent Third Party: No I Evaluation Reports I Created by Independent Third Party: https://floridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6raQ%2b%2bCX5ulUhEA3ULv8xAB4z%2bKOdbOlOtBw%3d%3d 2/4 APPlicati®n Instructions !®r MAll, 1°® 34i BUILDING PRODUCTS Ed mann 11 ® nalr AaH SHuNularmS Frederick, MD 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 -PRO" 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 5-1/2 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 12 in. back from each end of the shingle for a total of 4 fasteners. (See standard fastening pattern illustrated below). STANDARD FASTENING PATTERN NAIL ZONE/ COMMON BOND 1/2"n V F1 -L EXPOSUF IE 5" 1 "--I — 11 " s— 123/." — 11 "— 1--l" Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamkoxom Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 1 FASTENERS IE 5" 1 "--I — 11 " s— 123/." — 11 "— 1--l" Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamkoxom Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 1 BUILDING PRODUCT'S CONTINUED from page 1) Frederick, MD k© A'4 Wa3 f'T '14:i 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 10-1/2 in. back from each end and one fastener 13- 1/2 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 NAIL ZONE/ FASTENERS COMMON BONG 5'h"E`XIPOSURE 5" 3) High Wind Fastening Pattern. (For High Wind Application requirements) One fastener 1 in. back from each end. One fastener 10-1 /2 in. back from each end and one fastener 13-1/2 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; TAMKO 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 Z 3/8" min diameter underdriven overdriven crooked Asphalt Shingles Decking o Y 1/4" nominal i straight, good penetration, inadequate too deep, cuts inadequate and flush with shingle surface penetration 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 SrI6„ underdriven overdriven crooked AsphaltShingles Decking i<• min. CAUTION: ALL FASTENERS MUSTBE DRIVEN INTOTHE NAILZONE/ COMMON 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 PlusO (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 Plus° 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. 5. 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. If a roll roofing is used, seal down the shingles Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.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 2 s ^ qwk Ihrt lis dli CONTINUED from page 2) rp IViiII, l ; Frederick, MD in the first course by applying TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive in four spots equally spaced to the surface of the starter strip and press the shingle down on the spots of adhesive. Adhesive should be used sparingly, as excessive amounts may cause blistering. SHINGLE APPLICATION: Start the first course with a full size shingle and overhang the rake edge 1/4 in. Cut 7-3/8 in. from a full shingle to form a shingle 29 in. long. Use this to start the second course (see diagram below). Cut a 22 in. long shingle to start the third course. Use the remaining 14-3/8 in. piece of shingle to start the fourth course and use the remaining 7-3/8 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 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 1 st course save y Cut your first course shingle to make 29" and a 7 3/8" length. Cut a second shingle to make a 22" and a 14 3/8" length. 29" 18• E a e zBegin application with a full length shingle Then lay your 29", 22", 14 3/8" and 7 3/8" lengths. As you can see, three shingles with two cuts make five courses. ft MEt, in to c7-3/8 14-3/8"—M110 M 7-3/8" 3Continue working your way across the roof. When you make your final cut at the roof's edge, flip any pieces that are 8" or longer backonto 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" from one another. 6. 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 SLOPE ROOF If the slope exceeds 21 in. per foot (60, 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 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 Plus° waterproofing underlayment. Contact TAMKO's Technical Services Department for more information. The nesting procedure described below is the preferred method for re -roofing over square tab strip shingles with a 5 in. exposure. Starter Course: Begin by cutting shingles into 5 x 36-3/8 inch strips. This is done by removing the 5 in. tabs from the bottom and approximately 2 in. from the top of the shingles so that the remaining portion is the same width as,the exposure of the old shingles. Apply the starter piece so that the self-sealing adhesive lies along the eaves and is even with the existing roof. The starter strip should be wide enough to overhang the eaves and carry water into the gutter. Remove 3 in. from the length' of the first starter shingle to ensure that the joints from the old roof do not align with the new. First Course: Cut off approximately 2 in. from the bottom edge of the shingles so that the shingles fit beneath the existing third course and align with the edge of the starter strip. Start the first course with a full 36 in. long shingle and fasten according to the instructions printed in Section 3. Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11/09 , Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.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 3 BUILDING PRODUCTS CONTINUED from page 3) Frederick, MD Second and Succeeding Courses: According to the off -set application method you choose to use, remove the appropriate length from the rake end of the first shingle in each succeeding course. Place the top edge of the new shingle against the butt edge of the old shingles in the courses above. The full width shingle used on the second course will reduce the exposure of the first course to 3 in. The remaining courses will automatically have a 5 in. exposure. Drip Ne 9. VALLEY APPLICATION Over the shingle underlayment, center a minimum 36 in. wide sheet of TAMKO Nail -Fast', Moisture Guard Plus`s or a minimum 50 Ib. 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. Minimum 36" wide sheet Valley centedine of Nail Fast, Moisture Guard Plus or 50 Ib. or hes Underlayment Extra nail in Place tip of shingle on the edge of the vertical shingle, 2 inches back from valley centerline and covering the vertical shingle. 10. HIP AND RIDGE FASTENING DETAIL Extend end shingle 12"-18" beyond valley centerline No fasteners within 6" of centerline Apply the shingles with a 5-1/8 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 '-1/8" exposure here Fastener StVrthere 5-1/8" exposureI 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 Plus®, Nail Fast®, TAM -PRO® and Heritage@O 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 11/09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.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 4 October 10, 2012 Tamko Building Products 220 W 4th Street PO Box 1404 Joplin, MO 64801 0 Contact Name: Kerd Eden Email Address: Kerri Eden(@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: Tamko 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 230035 th 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 and effectively implemented. A minimum of two (2) inspections per year will be conducted. This service has been established under file R2919. UL LLC 333 Pfingsten Road, Northbrook, IL60062-2096 USA T: 847.272.8800 / F: 847.272.8129 /W: UL.com If you have any questions, please call me at 314-578-3406. Kind regards, J. Kay Chancellor Project Coordinator Product Safety UL LLC 333 Pfingsten Road Northbrook, IL 60062-2096 USA M: 314-578-3406 F: 847-664-6157 W: ul.com 0 October 11, 2012 Tamko Building Products Inc Ms. Kern Eden 220 W 4th St PO Box 1404 Joplin, MO 64801 RE: TAMKO Shingles 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. 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 Associate Fire Protection Division 3019A Reviewed By: Alpesh Patel (Ext. 42522) Staff Engineer Fire Protection Division 3019A TAWO Shingle Eatrix chillip5burg, K3 Frederick, MD Product Nam AM ASM ASTM U1 ASTM C3A Product N=zw ASTM ASTM ASTM U1 ASTM C3A D2462 D3161 D6281 2390 D7158 1231.5 D3462 D2161 D6381 2290 D7158 123.5 Class class Class Class class class Class class F H H H F H H H Mass-3e.al (AR} Glass -Seal (AR} x x x x x Elite Glz5s-seal AR) Elite GLass-geal (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 (AR} x x x x x x Heritage XL (AR} Heritage U (AR} x x Heritage woodgate y y Heritage 50 (AR} x x x x x x Heritage 5,0 (AR} x x x x x x Heritage Premium x x x x x x Heritage Premium x x x x x x Heritage Vintage AR} x x x x x x Heritage Vintage (AR} Heritage Vintage X A 12-1/4 X 12 Hip and Ridge X x 12 X 12 Hip and Rite Dallas, TX Tuscaloosa, AL Product Nam ASTM ASTM ASTMM UL ASTM C9A UL Product Nam ASTM ASTM ASTM U1 ASTM CSA D2462 D2161 D6381 2390 D7158 1.23.5. 2218 D2462 D2161 D6281 2290 D7158 122.5 Class Class Class Class class class class class F H H H F H H H Glass-9eal (AR} Glass -Seal (AR} x x x x x Elite Glass -Seal AR) Elite G-*la5!r9eal (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 (AR) x x x x x x Heritage XL (AR} x x x x x Heritage XL (AR) Heritage WOOCIgate x x x x x x Heritage 50 (AR) x x x x x x Heritage 50 (AR} x x x x x x Heritage Premium x x x x x x Heritage Premium x x x x x x Heritage Vintage AR} Heritage Vintage (AR} Heritage IR X y X 71 y 12 X 1-2 Hip and Ridge x x Joplin, M Product Name ASTM A= X13161 A= D6331 UL 2394 AM D7158 CSAL Class F Class H Class H Class H 123.5 Glass -Seal (AR) x- X x X Elite Class -Seal (kR) x X x k X Heritage x x x X X x Heritage 34 (AR) x k X X x x Heritage XL (AR) Heritage 50 (AR) Heritage Premium Heritage Vintage (ALR) 12 X 12 Hip and Ridge x k 12-1l4 x 12 Hip & Ridge X x. EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #113 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203),262-9243 EVALUATIONREPORT Intecwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission. Way FL15216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida- Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014), Florida' Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein: CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced - Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product, changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this. Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTIs,EMll The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and'shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: ,.,,',;;,,,,,., Robert J.M. Nieminen, P.E. The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/27/2015. This does not serve as an electronically signed Florida Registration No. 59166, Florida DCA ANE1983 "' a document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. -does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. JUN 0 2 2015. } TRINITY ER ROOFING COMPONENT EVALUATION: 1. SCOPE:, Product Category: Roofing Sub -Category: Underlayment Compliance Statement; RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance'with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. - STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength,Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 15,07.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005, 1507.9.3 Heating, Liquid Water Transmission, I Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date" ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 s ITS (TST1509) Physical Properties 100539395COQ-002 10/21/201.1 i ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QLIA1673) Quality Control Inspection Report 11/17/2014 g 4. PRODUCT DESCRIPTION: i 4.1RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type`ll4elt or D4869 Type II felt. RhinoRoof Underlayment is available in 42. -inch wide rolls, and can be produced in various other sizes. i¢ S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinityl,ERD nor Robert Nieminen, P.E. are, in.any way, the Designer of Record for any project,on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5:3. Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing: Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product -is specifically referenced within FBC approval documents. If not listed, a request, may be made to the AHJ for approval "based on this evaluation combined with supporting data for the prepared' roof covering. 5.5' Allowable roof covers applied atop RhinoRoof Underlayments are follows:` TABLE Z ROOF COVER OPTIONS Underlaymenty Asphalt Nair -On Tile Foam -On Tile metaletal Wood Shakes Slate or Shingles Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30 -days after installation. 6. . INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions . subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install, RhinoRoof Underlayments in compliance with manufacturer's published 'installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type II underlayments in FBC Sections 1507• for the type .of prepared roof covering to be installed. Exterior Research and Design, LLC. , Evaluation Report 140510.02.12-112 Certificate of Authorization #9503 FL15216-R2 Revision 2: 04/27/2015 Page 2 of 3 ERCPRI 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners. may be 1 -inch roofing nails with a.3/$ -inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1 -inch -diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of ; staples is prohibited. 6,4.2 Single Laver; Roof Slope > 4:12: End (vertical) laps shall:be minimum 6 -inches and side (horizontal) laps shall be minimum 4 -inches. Refer to lnterwrap, Inca recommendations for alternate lap configurations and/or the use of sealant under certain conditions. i For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposu > 24E — i hours up to maximum 30-day5, use of every fastening location printed on the surface is required. s When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be'positioned over cap nails.' If this occurs,, remove the cap nail and patch the hole in accordance with lnterwrap published instructions. 6.4.3 Double Laver; 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12 -inches and side (horizontal) laps shall be minimum half -sheet -width plus 1 -inch. Double layer application; begin by fastening a half -width plus 1 -inch starter strip along_ the eaves. Place a full -width s. sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inchside (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. H. MANUFACTURING PLANTS: c. Contact the manufacturer or the named QA entity for information on plants covered under Rule 61620-3 QA requirements. 9 QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey: QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Certificate of Authorization #19503 Evaluation Report 140510.02.12-R2 FL15216-R2 Revision 2: 04/27/2015 Page 3 of 3 BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS TIE -DOWN CLIP DIRECTIVE EXAMPLE THE FOLLOWING E%AMPtE ILLUSTRATES Ti1E PROCEDURE USED TO DETERMINE THE MAXIMUH ALLOWABLE ROOF -TOP INSTALLATION HEIGHT, H, FOR ANY GIVEN MCCHAPIICAL UNIT THAT CONFORMS'i0 THE DIMENSION RESTRICTIONS AND. DESIGN CRITERIA LI->TEO HEREIN, SEE SHEE15 a-5 FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) NEOUJ:IGL UNIT wRH THE FIXLOwTNG CRITEPIA- VUR=LTL-8 EXPOSURE'S' R8 TALL x 40" DEEP x a8' WIDE, ICO LB (WEIGHT 2- LIP AT E BY CORNS ) INSTALLED TO Ttl00 D51 Mltl CONCRETE WITH (1)-2' CLIP AT CA(T CORNER OF UNIT (TOTAL OF (0) CLIPS) PROCEDURE SIR RESULT i 1 DETE_AMINE TIE CONNECTION TYPE BASED III THE DIAGAAMS ONSHEET2 LONNECROt1 TYPE 3 AREA _L_..-- r ] DETERMINE 1NHICH DESIGN SCHEOLAS TRUE TO USE 1TIIS 1.1—ATION IS INTENDED FOR A Vu11.110 M%1, EXPOSURE'B. THIS DESIGN CRITERIA CORRESPONDS TO TAU F. 5 THIS UNIT HEIGHT OF A8' IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF M1B'. UNIT'nUCHt RESTRICTION i NOT£:THLSPRODURAPPROVALALLO THE UNLIFOB£INSTAL ONT,R 1 OF AN AIC STAND THAT IS A NAX—Al —TALL. LFANAIC SYAND IS LFOLUED, I CH£CX -5£E THAT TN£ STAND DOER NOF EXC££D 90"28 NEFGHF 1 TNLS UNIT FRY I E INSTALLED AT ROOF HEIGHtl LESS THAN CM EQUAL TO IS FT, ALLOWABLE 0.00E -TDD HEIGHT OF TnE INSTALUHON ADOI'RONALLY, THIS UNIT MAY BE INSTALLEDON R(qF-TOR HEIGHTS GREATER THAN EDFT AND LESS THAN 100 FT, SEE (") ON (ABLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN ERANKE DESIGN NOTES: '- * MIIDINGOCOOE F(M USE .1-1 W'fSDE"TnfE IGtI VF.I.fICITY HURRICANE ZOFJ INDICATED IN ME ACCOMPANYING DESIGN SCHEDULES. THE DESIGN CRRERIA USED T6 CALCULATE THE ALLOWABLE RGOF-TOP NEIGHTS CONSIDERS ASCE 7-10S ECTION 29, .1AAAA FOR ROOF 70P HEIGHTS (H) 560 FT AND SECTION 29.5 MR ROOi.TOA HEIGHTS (H) A SECTION 29.4..1 FOR INSTALLATIONS AT GRADE. (GG M 3.10 VJ(TIIIII THE HVHZ, GQk_- 1,90 OUTSIDE THE HVHL,(GTH,L..X1.5 FOP ALL LOCATIONS(COMCURAE. ALL OTHER DESIGN VARIABLES ARE IN ALY2IADANCE W ITN ASCE J-10 CHARTERS 26"&T)79. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REARESEFR THE ALLOWABLE HETGHTO1 THE BUILDING, THIS PRODUCT APPROVAL ALLOWS FOR BACH UNIT TO BE INSTALLED ON A MAXIMUM TO" TALL NO STAND (CERTIFICATION. BY OTHERS) ON TOP OF THE HEIGFI'T5 LISTED IN THE DESIGN SCHEDULES. GENERAL NOTES: L THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENT$ OF THE FLORIDA BUILDING CODE 0 ASCE J UT TMS PRODUCT MAY 75L8 MIN. WEIGHT, MECHANICAL UNIT 2, NO 33 111%INCREASE IN ALLOWABLE STRESS HIS BEEN USED 11 THE DESIGN OF THIS PER SEPARATECERTIFICATION, TW. 5 TEM, TEST V TCENTER OF GRAVITY !\\ Z ASSUMED TO ACT AT THE GEOMETRIC CENTER OF THE SEE DESIGNMECHANICALUNIT' MECHANICAL ICENTER OF SCHEDULE FORUNITMUSTBC SQUARE OR RECTANGULAR, 1 GRAVITY'S MAXIMUM SURFACE. i NO IRREGULAR SHAPES. = AREA AND DESIGN INSTALLED TO TODD PSI MIN CONCRETE SEE ANCHOR SCHEDULE FOR ANCHOR PRESSURE, TYR. REQUIREMENT'.ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION STEEL TIE -DOWN RIPS. TO PREVENT ELECTROLYSIS S ALL STEEL CEIP5 SHALL BE ASTM A283 STEEL (GRACE D) WITH FY -33 RSI OR BETTER. DETAIL I :i B 217 CLIP INFORMA'T1ON, ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF RAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90 -RATED CTA TNG o S AREQUIREDFORALLCOASTALINSTALLATIONS. 7, ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION AS A MINIMUM, H I 3- MAX 3" MAX MINIMUM COMPRESSIVE STRENGTH OF 3000 D51, UNLESS NOTED OTHERW [SE. B. THE CON TRACLOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR a E HOST STRUCTURE DESIGN m BY OTHERS. SEE DESIGN - SCHEDULES FOR ',. ALLOWABLE SUBSTRATES TSOU MA3 X ° M .. V• lYP XN YGP MECHANICAL UNIT TMP. 1 TIE -DOWN ISOMETRIC NPE OF CLIP AND NUMBER Of CLIPS ISOMETRIC PER CORNER WILL VARY PER ANYOFTHEINSTALLINGCONTRACTOR, MEMBRANE TOAEL ENSURE BRI ATI REMOVEDAFTERFABRICATIONAHDMEMBRANEISRIN. CONNECTION TYPES CI{4 ON SHEET 21 VARY- L_ _NEAR-_-_----------------------- TIE -DOWN CLIP DIRECTIVE EXAMPLE THE FOLLOWING E%AMPtE ILLUSTRATES Ti1E PROCEDURE USED TO DETERMINE THE MAXIMUH ALLOWABLE ROOF -TOP INSTALLATION HEIGHT, H, FOR ANY GIVEN MCCHAPIICAL UNIT THAT CONFORMS'i0 THE DIMENSION RESTRICTIONS AND. DESIGN CRITERIA LI->TEO HEREIN, SEE SHEE15 a-5 FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) NEOUJ:IGL UNIT wRH THE FIXLOwTNG CRITEPIA- VUR=LTL-8 EXPOSURE'S' R8 TALL x 40" DEEP x a8' WIDE, ICO LB (WEIGHT 2- LIP AT E BY CORNS ) INSTALLED TO Ttl00 D51 Mltl CONCRETE WITH (1)-2' CLIP AT CA(T CORNER OF UNIT (TOTAL OF (0) CLIPS) PROCEDURE SIR RESULT i 1 DETE_AMINE TIE CONNECTION TYPE BASED III THE DIAGAAMS ONSHEET2 LONNECROt1 TYPE 3 AREA _L_..-- r ] DETERMINE 1NHICH DESIGN SCHEOLAS TRUE TO USE 1TIIS 1.1—ATION IS INTENDED FOR A Vu11.110 M%1, EXPOSURE'B. THIS DESIGN CRITERIA CORRESPONDS TO TAU F. 5 THIS UNIT HEIGHT OF A8' IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF M1B'. UNIT'nUCHt RESTRICTION i NOT£:THLSPRODURAPPROVALALLO THE UNLIFOB£INSTAL ONT,R 1 OF AN AIC STAND THAT IS A NAX—Al —TALL. LFANAIC SYAND IS LFOLUED, I CH£CX -5£E THAT TN£ STAND DOER NOF EXC££D 90"28 NEFGHF 1 TNLS UNIT FRY I E INSTALLED AT ROOF HEIGHtl LESS THAN CM EQUAL TO IS FT, ALLOWABLE 0.00E -TDD HEIGHT OF TnE INSTALUHON ADOI'RONALLY, THIS UNIT MAY BE INSTALLEDON R(qF-TOR HEIGHTS GREATER THAN EDFT AND LESS THAN 100 FT, SEE (") ON (ABLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN ERANKE DESIGN NOTES: '- * MIIDINGOCOOE F(M USE .1-1 W'fSDE"TnfE IGtI VF.I.fICITY HURRICANE ZOFJ INDICATED IN ME ACCOMPANYING DESIGN SCHEDULES. THE DESIGN CRRERIA USED T6 CALCULATE THE ALLOWABLE RGOF-TOP NEIGHTS CONSIDERS ASCE 7-10S ECTION 29, .1AAAA FOR ROOF 70P HEIGHTS (H) 560 FT AND SECTION 29.5 MR ROOi.TOA HEIGHTS (H) A SECTION 29.4..1 FOR INSTALLATIONS AT GRADE. (GG M 3.10 VJ(TIIIII THE HVHZ, GQk_- 1,90 OUTSIDE THE HVHL,(GTH,L..X1.5 FOP ALL LOCATIONS(COMCURAE. ALL OTHER DESIGN VARIABLES ARE IN ALY2IADANCE W ITN ASCE J-10 CHARTERS 26"&T)79. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REARESEFR THE ALLOWABLE HETGHTO1 THE BUILDING, THIS PRODUCT APPROVAL ALLOWS FOR BACH UNIT TO BE INSTALLED ON A MAXIMUM TO" TALL NO STAND (CERTIFICATION. BY OTHERS) ON TOP OF THE HEIGFI'T5 LISTED IN THE DESIGN SCHEDULES. GENERAL NOTES: L THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENT$ OF THE FLORIDA BUILDING CODE 0 ASCE J UT TMS PRODUCT MAY u m, P'- Ff I2 ILL L TNU IJ Q Q m j ZX y O LLW3 N K S 3 C' "' IN BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE TONE, 2, NO 33 111%INCREASE IN ALLOWABLE STRESS HIS BEEN USED 11 THE DESIGN OF THIS 5 TEM, TEST V 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM REPORTS =TEL019J038JA,vT£L0197O387S8YTE5TINGBULUAT"N LABORATORIES, Z INC HO U BBRTUTIONS w1THOUT W RITIEN APPROVAL BY ITS ENGINEER SHALL BE PERMITTED. - 4 M XIMUTi 8 MINIMUM DIMENSIONS ANDMINIMUM WEIGHT CF MECYiANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL $PECIFICATIDNS CLEAR SPACE, TONNAGE, ETC) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS l Q 4t ^ § AND AAE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR 5. FASTENERS TO M .12 X !: OR GREATER SAE GRADE 5 UNLESS NOTED OTHERW'15E. Ffu TAPCONS REFERRED TO HEREIN SHALL BE ITTV BUILDER BRAND, CARBON STEEL ONLY, INSTALLED TO TODD PSI MIN CONCRETE SEE ANCHOR SCHEDULE FOR ANCHOR Q ICH n CREQUIREMENT'.ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION IA zTOPREVENTELECTROLYSIS S ALL STEEL CEIP5 SHALL BE ASTM A283 STEEL (GRACE D) WITH FY -33 RSI OR BETTER. WALLSTEELMEMBERSSHALLBEPROTECTEDAGAINSTCORROSIONWITHANAPPROVED COAT OF RAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90 -RATED CTA TNG o S AREQUIREDFORALLCOASTALINSTALLATIONS. 7, ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION AS A MINIMUM, H I ALL WHORE I[ SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND $HALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 D51, UNLESS NOTED OTHERW [SE. B. THE CON TRACLOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR a E MATERIALS TO PREVENT ELECTROLYSIS. 9. ELECTRICALGROUND,WHENREQUIRED,TOBEDESIGNEDBINST.ALLEDBYOTMEAS, m 10. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY ME ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN t 415 CERTIFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL. CEATIFICATICIS OR AFFIRMA TIONS ARE INTENDED. 11. THE SYSTEM DETAILED HEREIN 15 GENERIC AND DOES HOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM INE C'ONOR(ONS DETAILED SHALL PREPARE SREHEREIN, A LICENSED ENGINEER OR REGESTEREO AWIM IGI ISI EEM THIS THE FULIR. THISSPECIFICDOCUMENTSFORUSEINSTSUBSTRATE12. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL REMOVE LITY I ANYOFTHEINSTALLINGCONTRACTOR, MEMBRANE TOAEL ENSURE BRI ATI REMOVEDAFTERFABRICATIONAHDMEMBRANEISRIN. J p9 IOR NSTALLATION OF THISINSTALLATIONOFSTAl1CNREPROPOSEDHEREIN. THIS ENGINEER SHALL NOi BE RE5RONS;BLE FOR ANY WATERPROOFING OR E KALE ISSUES WHICH. MAY OCCUR AS OF TNE.INSTALLING 1 IC B WITS —GHITNESS SHALL BE THE FULL RESPONSIBILITY HA t3. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Wt WIND SPEEDS USED IN THIS APPROVAL, SEE SECTION 26 :.3 OF ASCE J LO. CFE 9,V" JUN 0 2 2016 BY: 15-2378 OF r1 CLIPS-- aY SA{`•Z1 3 MAN i+,.d>:•'- T'2G.. 1 CONNECTION TYPE Cl t" CLIP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF L4) PER UNIT u YW CLIPS k 7' MAX AX3P. TYP C3 CONNECTION TYPE C3 2" CL((5 UT3LIZE (i) AT EACH CORNER FOR A TOTAL OF (A, GEP UNIT ANCHOR SCHEDULE 1" CLIPS CONCRETE: T c MIN, 3000 PSl NLN.) j THROB STEEL Ty U LEMBED TO COC £TE, 3K' EOG£ D[S—, 3N'—, SPACINGTOANY ADIACENT ANCHOR. W X~ N l0 SAE GRADE 5 N ALUMINUM NB i 5' MIN SHEET M , SCREW TOAUMWtWIM;S) i ]CK 6lML TE MN. AWMINUN) PITCHES I. PAST tHREAD HANE STEEL 3' MAX l" fCLIPS 1) s IXSAE GAADEi 5—METAL SCAEYI'O 1CX, 33 X51 MiN StEE1) STEEL, PRW10E (5) III PITCH£5 MIN. CAST THREAD PLANE ! 1 CONNECTION TYPE C2 I' CLIP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (B PERR UNI ANCHOR SCHEDULE 1" CLIPS CONCRETE: T c MIN, 3000 PSl NLN.) j THROB STEEL Ty U LEMBED TO COC £TE, 3K' EOG£ D[S—, 3N'—, SPACINGTOANY ADIACENT ANCHOR. l0 SAE GRADE 5 N ALUMINUM NB i 5' MIN SHEET M , SCREW TOAUMWtWIM;S) i ]CK 6lML TE MN. AWMINUN) PITCHES I. PAST tHREAD HANE STEEL 1) s IXSAE GAADEi i10325" MIN. 5—METAL SCAEYI'O 1CX, 33 X51 MiN StEE1) STEEL, PRW10E (5) III PITCH£5 MIN. CAST THREAD PLANE ! 2" CLIPS 1) rtL1:' 0 CERBOl1 O'(eEC CQNCREIE: 1 2Y FULL BIASED TO TN3CK NLN, CONCRET 3:r" MIN. ' 3000. P51 MIN.) EDGE DISTANCE 3'."MIN 5 ACINC 0 ANY 4DJACCHt MICH00.. ALUMlNUN: 137 1 SAf GRADE S 0.125 NI SHEETMCT.AL SCREWS) THICK 6OALUMIN ( 5) MIM. ALUMINUM) PTES MIN. AAST TIREAD PLANE STEEL q)—A SAE GRADE 5 D 125' MIN. ; SHEET METAL SCREWS iD ICK, 33 K51 ' STEEL PN— (5) 3N,. STEEL) PITCHES MIH AST THREAD PLANE 1. EMBEDMENT AND EDGE DISTANCE EKCLUDES Fil—E, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN— SCHEDULE. 3, SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. N A, f"s i 3 MAXI' T ,2'CLIPS 3 MAXI mac' TYP 3" MAX U,`H O& Ca CONNECTION TYPE C4 2_ClIPS -UTILIZE (2) AT EACH CORNER FOR A TOTAL OF t88]..P&IR UNIT UNIT •MOTH 6' MAK I o' ETMAX CLIP OFFS' iCLIPPAIRSPAANG —f CLIP OFFSET Ir w r TCP UNIT MRT--CLIP-CLIPSPACING 1 - UNIT PER SPACING / SEPARATECERTIFICATION UTILIZE (6) CLIPS EA SIDE OF UNIT FOR A TOTAL OF 8) PER UNIT 5 ALTERNATE (8) CLIP DETAIL PLAN VIEW MIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN F00. ALL CONNECTION TYPES THAT UTILIZE (2) CLIPS AT EACH COMER FOR A TOTAL OF (8) CUPS PER UNIT. 3N 15-2378 q 0.069' THICK iR ASTM A283 STEEL. TYP. 3)-112 SAE GRADE S - SHEET METAL SCREWS P FOR CLIPS UP To'* LONG. UTILIZE (5)-* 12 SHEET METAL SCREWS i'' FOR CLIPS LONGE0. THAN,S, TYP ,. FOR ANY CLIP LONGER THAN 10' 3' UTILIZE (5)-x12 SAE 1 IGRADESSHEET 0.125'P METAL SCREWS, TYP. II 110.072' OR 113"RUCKVY L IL I iASTMA283 \I STEEL, 1P, 3 IN 3)-.12 SAE GRADE 5ISHEETMETALSCREWS FOR CUPS A" LONG. O HCLs, wI7M ANCHOR FROM 1" CUP ANCHOR METAL SCREWS FOR SCHEDULE, TVP. CL P$ LONGER THAN 9', TYP. OTHERDIMENSIONSSIMILAR) 1" CLIP ISOMETRIC DETAIL N,T.S. FACTORY -MILLED WO HOLES; UTILIZE ( I) OR (2) ANCHORS FROM 2' CLIP ANCHORY- SCHEDULE,TYP. 2 2" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC MECHANICAL UNIT BY OTHEAS. ALUMINUM HOUSING UNITS SHALL BE 6063 -Tb MIN, ALUMINUM SHEET WITH 111-30 KSI, 0.125" - MIN. THICKNESS, STEEL HOUSING UNIT — S 1 (3)-x12 SAE GRADE 5 SHEEP SHALL BE ASTM A653 FY•33KST MIN. METAL $CREWS FOR CLIPS UP TO STEEL, GRADE 33, 22GA MIN. (t.0.0299-).5- LONG. UTILIZE (5)-x12 SHEET METAL SCREWS FOR CLIPS LONG- THAN 5'. PROVIDE (5) PITCHES MIN, PAST THREAD PLANE 0 069 THICK ASTM- / FOR EACH SMS TYR, A233 STEEL CUP, TYP. ANCHOR PER BASE OF UNIT SHALL i /.. —ANCHOR BE FLUSH WITH BASE 718 j% SCHEDULE OF CLIP, NO SPACE PEFMITTEO,'TYP. SUBSTRATE PER ANCHOR L SCHEDULE AVARIES) 1" TIE -DOWN CLIP 3 ANCHOR DETAIL 3 3' . 1'-0' DETAIL CLIP 15 DESIGNED FOR FULL. CONTACT WITH THE BASF. OF EACH j MEtHANiC.AL UNfi,'TYP, MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SMALL BE 606YT6 MUL ALUMINUM SHEET WITH FIy=3HO0 K51, 0.125' —) MIN. THICKNES STEEL USING UMIT$ 12 SAE GRADE 5 SHEET3) SHALL BE ASTM A653 Fy-33KSI MIN. METAL SCREWS FOR CLIP$ A' STEEL, GRAUE 33 22GA MIN. ((.0,0295%) LONG UTILIZE (.0)x12 SHEET LONMETGI CREWS . ROVCLIPS DLONGERTHANEFASTTHREADPOREACMINASTTHREAD PLANE0.012 OR 0 T13' --I FOR EACH SMS, TYP. Th ICK ASTM .0283 / ` f ST EELUNIT CLIP, hP. BASE 0 UNIT SHALL I / (1) OR (2)ANCHORS BE FLUSH WITH BASE / PER ANCHOR. OF CLIP, NO SPACE ' "- 318' YSCHEDULE PERMITTED, TYP. / SUBSTRATE. PER ANGHOHSCHEDULEVARIES) 2" TIE -DOWN CLIP 4 ANCHOR DETAIL 3 3' - i'-0" DETAIL L CUP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. i LLwbB N NWq; mai 1 15-2378 1 9 0.125'P II 110.072' OR 113"RUCKVY L IL I iASTMA283 \I STEEL, 1P, 3 IN 3)-.12 SAE GRADE 5ISHEETMETALSCREWS FOR CUPS A" LONG. I v) I UTILIZE (4)-412 SHEET E METAL SCREWS FOR n CL P$ LONGER THAN 9', TYP. Y HOLES, NOT TO xl BE USED FOR V ANCHORS, TYP. x);' FACTORY -MILLED WO HOLES; UTILIZE ( I) OR (2) ANCHORS FROM 2' CLIP ANCHORY- SCHEDULE,TYP. 2 2" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC MECHANICAL UNIT BY OTHEAS. ALUMINUM HOUSING UNITS SHALL BE 6063 -Tb MIN, ALUMINUM SHEET WITH 111-30 KSI, 0.125" - MIN. THICKNESS, STEEL HOUSING UNIT — S 1 (3)-x12 SAE GRADE 5 SHEEP SHALL BE ASTM A653 FY•33KST MIN. METAL $CREWS FOR CLIPS UP TO STEEL, GRADE 33, 22GA MIN. (t.0.0299-).5- LONG. UTILIZE (5)-x12 SHEET METAL SCREWS FOR CLIPS LONG- THAN 5'. PROVIDE (5) PITCHES MIN, PAST THREAD PLANE 0 069 THICK ASTM- / FOR EACH SMS TYR, A233 STEEL CUP, TYP. ANCHOR PER BASE OF UNIT SHALL i /.. —ANCHOR BE FLUSH WITH BASE 718 j% SCHEDULE OF CLIP, NO SPACE PEFMITTEO,'TYP. SUBSTRATE PER ANCHOR L SCHEDULE A VARIES) 1" TIE -DOWN CLIP 3 ANCHOR DETAIL 3 3' . 1'-0' DETAIL CLIP 15 DESIGNED FOR FULL. CONTACT WITH THE BASF. OF EACH j MEtHANiC.AL UNfi,'TYP, MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SMALL BE 606YT6 MUL ALUMINUM SHEET WITH FIy=3HO0 K51, 0.125' —) MIN. THICKNES STEEL USING UMIT$ 12 SAE GRADE 5 SHEET3) SHALL BE ASTM A653 Fy-33KSI MIN. METAL SCREWS FOR CLIP$ A' STEEL, GRAUE 33 22GA MIN. ((.0,0295%) LONG UTILIZE (.0)x12 SHEET LONMETGI CREWS . ROVCLIPSDLONGERTHANEFASTTHREADPOREACMINASTTHREAD PLANE0.012 OR 0 T13' --I FOR EACH SMS, TYP. Th ICK ASTM .0283 / ` f ST EELUNIT CLIP, hP. BASE 0 UNIT SHALL I / (1) OR (2)ANCHORS BE FLUSH WITH BASE / PER ANCHOR. OF CLIP, NO SPACE ' "- 318' YSCHEDULE PERMITTED, TYP. / SUBSTRATE. PER ANGHOHSCHEDULEVARIES) 2" TIE -DOWN CLIP 4 ANCHOR DETAIL 3 3' - i'-0" DETAIL L CUP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. i LLwbB N NWq; mai 1 15-2378 1 9 PdBUY x<aPo. TABLE 1: Vult=175 MPH, EXPOSURE C TABLE 2 : Vult=175 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCJrf HURRICANE ZONE-) FOP USE WITH A RISK CATEGORY It 5TAUCTURE IN THE HIGH VELOCITY HURNCANE ZONE-) qe An ALtOWABtE NOOf-TOP HC CvMi(HI ALIOWAIILEROOF TOPHEIGHT (H) 41U1fY CS COTIEDOWN NFRAIGUTION TYPE M U _.. i ! TIE-OOWN CONFIGURATION TYPE ' AXh UM i+O. h am. SUBFAC ' UNIT UNIT I I $UP ACE AREA OF I UNIT UNIT 9 G_ Tf I UNITSLARGEST HEIGHT WibTH C7 C2 C3 C4 1 C3 C2 C3 C4 I 1NiT1 LARGEST HEIGHT WIDTH tC• FACE FACE 24 MAI( " MIN N/A AT GRADEGFTt2 J. GRADE H52W Fi 61T' I I MAX LFj;jiM NIA Ai GRADE I ATGRADE 1 MS200 Fi u W'> I 9FT' 132 MAX 15'MIN MIA qT GP,ADE ATGRADE HS60 fT 9fi' 32 MAX 35 MIN N'A. pT GRADE- NIA 530 FT n 3 - i 4FT m AT GRADE H5200FT HS30FT H5200FT Ai H 4F7' AT GRADE H 2O0FT t ATGRADE H 2OCIFt j bAFT' /A Z. X i0I11 i i j AE 0 SFT' 48 MA% 2,1'1AIN NIA AT GRADE.1-.AT GRADE H5160 FT % H 15 FT ATGRADE H 2O0 Fi j 9Fi' dA"MAX' 24 MIN NJA A GRADE_) ATGRAOE M SBtl FT y3W412PNIAATGRADEATGRADEN50FT l6 fT NIA AT GRADE i NIA I AT GRADE III 12 FT' N/A Ai GRit,DE NIA AT GRADE NA AT GPgOE N/A { AT GRADE Mia; j 0 Z1,11' N)A AT<RADE T N/A ATGRADE 20 FT' NIA AT GRADE N/A AT CRAOE i j I _ 25 F1 N/A pT GNAOE NIA q1 GftADE _ 30ft :. " MAX 48- MIN ._ N/A NIA N/A Ai GRADEI.--- I 25 FT' ' NIA N/A NIA ATGRADE Oft' I60'MA% 48 MIN N)A N/A ++ I NIA ATGRADE S N/A ._ NIA AT GRADE -. 36 FTr ' MIA N/A ' N/A I AT GRADE I WITHIN WHICHTAMI- DALEISPENMISSIBLE TO BEHCKW THIS TO ANDUSESWITHINHRITYHWHKNCOSDICTI U aHEHVH2 MIAMIS A HLOCALAUTD VINGJUOSDICTI JUWMD RISDICTIONCHECKWITHLOCALAUTHORITYHAVINGIURISDICTION GOq THE APPLI{ABIU'!Y ITABLE DAD[ COUNTIES,CE NO. ARDRTHEWITHLOCALMIAMI.DA CKW£ THLAUTHORITY HAVING JURISDICTION FOR 711E APPUCMILITY Z BLE WT ttES. OF THIS TABLE 00)7X{11 CERTAIN FLORIDA COUNTIES, COUNTIES. OF THIS TABLE WITHIN CERTAIn FLORIDA COUNTIES. BLE WITHIN CERTAIN z ZoM^ TABLE 3 : Vult=170 MPH, EXPOSURE C TABLE 4 : Vult=170 MPH, EXPOSURE D O r F G FOR USE WITH A RISK CATEGORY II STRUCTURE-) USE WITHA RISK CATEGORY It STRUCTURE') iz FOR aPLm G O Z ALLOWABIF ROOF 70P HEIGHT III) ALLOWABLE ROOF -TOP HEIGHT if;) Wr TIE -DOWN CONFIGURATION TYPE TIE -DOWN CONFIGURAUON TYPE w MA.(IMUM SURFACE AREA OF UNITUNIT UNITSLARGEST HEIGHTW1DTYi C3 C2 C3I C4 SURFACE AREA OF UNIT UNIT C1 C2 C3UNITSLARGEST C., ZH-1 FACE 1 1 HEIGHT WIDTH FACE n_ u w GFT 2b MAX 12"MINI Ai GRADE NIA M5200 FT X5200 FT ATGRADEEft' 1 MAA - i2 MIN NJA 115 00 T X5100 Fi cc - G 9 FT'32- MM 15' MIN e0 [t<N 5160 fT HS IS FTTN/A At GRADE H5200 FT 60 FT X580 F11 AT GRADE ',. N/A9FT' 32'MAX 15 MIN N/A H5200 FF m L._... 60 FHSZoo FT 60 FT<H 00 FT 4- A4FT' AIf0.A0E AT GB` 4FT' y i H52ATf X5200 FT H5 00 FTH2ODFTH52WfTHS200FT - 60R Mt200FT 6p fT HYL00 i 00 bF'f N5i0IT ATGRADE 1200 FT H<200 YT X515 FT 6fT' MIA HS1WF 1121011 q Jp A I fT9 148 MAXI 2A MINI GO FT 'N 200 F7 ATGBADE H/A 115200 FT H<200FT FT HS200 FT. C- _ X515 FT 9TV 4B MAY 24 MIN NIA AT GRADE 1 H5200 FT q gII'S C 1I r 1 P Hb0FT<BOFT. AT GRADE 6p FT<H S 200 FT AT ISRADE 1 12 FT' I N/A N/A fA fI<H 5200 FT X5200 FT : 11 Ft' NJA NIA 60 F1<H5120 i X5200 FT H q Ya V3 FT Ai MIA FT HH MIA MIA MIA 540 fT Miia gE I I t NIA W 10 FT' RADE ATGRADE NIAN/A... S 200 FT5200 20 Fir N/A At GRADE 00 iT Nil iAVML9FMWR+OPE 25 FT . X530 F7 '... '..._... ........... .. ............ .. ATGRADE NIA NIA 25iTr NIA NIA N/A FT<H 60" MAX : 48° MIN 60 5200 FT AT GRADE j ... ' i 6P MAX - 40" MIN _.. -... ... GO FT<H5200FT AT GRADE 15 2378 eGle, T 5. HEII,otfiSgMSO,di. If30FT'N/A N/A N/A ' 60 30 fNIA N/A N/A FT 5100 FT; j TbO fT<HSIW FT: 36 fT N/A { N/A N/A ATGRADE _ 36 FT' NIA NA : NIA AT GRADE A5 AN EXAMPLE, THIS TABLE IS PERMISSIBLE AU tHORITY HAVING JURISDICTION FOR THE APPLKABILITY i0 BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOUL OF THIS TABLE WITHIN CERTAIN FLOPdDA COUNTIES. AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURiSDICTION FOR THE APPUCABI LITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUN TIES. d TABLE 5 : Vult=140 MPH, EXPOSURE B 24" MAX 12'"MIN NAI TABLE 6 : Vult=140 MPH, EXPOSURE C H 5 30 F' H<20p F' FOR USE WITH A RISKCATEGORY IT STRUITUAE`) FOR USE WITH A RISK CATEGORY R STRUCTURE') Ip Tc452GLET 1- 101 s4 9T' ALLOWABLE ftWF-TOP HE16Ht {Hj. N/A AT GRADE ALLOWABLE ROOF TOP HEIGHT(H) y TE DOWN CONFIGURATION TYPE H<200 FT EO FT <H 5140 FT H5 MU FT CONFIGURATION, Tvlt MAXIMUM p SURFACEAREAOF UNIT UNIT CIUNI"S L2 - C3 C4 3htMAXUMSURFACEAREA OF UNIT UNit C G3 s 1 LARGES J ACF HEj— .WIUIH 2"C" I UNIT'S HEIGIN WIDTHCt L4 6T' MAX 15 TH60 H52004i H5200FT FACELARGEST 4. MIN Fr 15120T H 200 FT H f 2. FT H12001 GFT` to MAN 12 MLN AT GRADE H 100 FT IH5 WFT H52001f, 18t T° 95132MAXMA% SS MIN At GRADE IT 200 FT 15200 F Hs 200 FT - 9F" 32 MAXI 15"MIN NJA FT H 20 Ft IDT MA 200E 200 IT Ai GRADE dFi' H 2CUT If 2W HSJ04F! i2 Ell I NIA 7-1 Fi<H 5&O PT a¢¢ WRN<2IXi ri M1FI' NIA It 20O f Hs20 FT H1200 FT H5tfi0T tJ 4, WRQ bFi' H<40Fi 60FE<H <2UO Fi HSJOQT H 2WF H5203F, 6IT' AT GgADE hTG 5AC F H52COT H3200FT 115').pD FT WW 3 EUTH 5200T bT Ecate, NT; NOS9F" RA46"MA% Zn MIN S T 6H5 BE, FT h 200 FT - N GOT M IT ; 9T n&"MAX 2a"MIN A'GAAOE H5200T T<H 05200T60 12 CCFi 32 FT'` ATGRADE H lO F' H"COT N5200 IT; H 20 FT 12T NIA H<2C0 Fi H52CCT b N/A 60E fT <NG 20b T:.' S REVAftO[GONTY CHECK WITH ALIHORR't HAYING )URi$DIGiION pT < HATGRADE S.iM3 Ft - 16FF' H/A H5200IT HSSFE 60 Fi<H 5100 FT! H52p0 FT j 16FP 35FF' N)A H" is AT GRACE i EU Ft <HS100 H 120 FF N/A 60 20 T' i NIA HSIST 1200FT ICT YS IEE FF H<200 Fi _ 20 TT NJA 60T <H052110 FT;AT GAAC H5200 FT Z HSCOF' H, 25 FT' N/A ATGAAD£ E,p FT CH 5206T 6U FT H<80 FT' r 1200 FT ZSF{' N/A AT GARDE AFGRADE 60FT<H 5140E H5200Fi J' QA , - ..' 30 FI' 60 MAX. 4A MIN ..... H51`F' 60"MAX 46'MIH ILIA bC ST <H 5160 Fi AT GRACE H 1200 FT 30 FT' N/A Ai GARDE N/A H 12MFI z s mr O 36 FT'.. NjA AT GRADE AT GRADE 60 FT'NvAD Ft H5200 IT 36 F(' N/A s ATGRADE N/A H530FT O 4 F TABLE 7: VuIt=140 MPH, EXPOSURE D 2 !Q P ^ jFOR USE WITH A RISK CATEGORY 11 ST I-VORE' z ALLOWABLE ROOF TOP HEIGHT (H) y FIE"i,)OWN CONfiGUAATiON iYf E MAXIMUM SUR ACE AA£AOF JNEE UNIT CI C2 G3 C4 d S. UNITS AAGESIFAZE HEIGHF WIDTH SRT' 24" MAX 12'"MIN NAI H520OFT H 5 30 F' H<20p F' i Ip Tc452GLET s4 9T' 15"MET N/A AT GRADE y 2"MAX H<200 FT EO FT <H 5140 FT H5 MU FT N 4FT' HS40FT s FT, EO <H 5200T 2"C" tl s2W IF 6FP AT GRA Co",H 5It?O FT' H52GDT H52004i H5200FT H<SIS (th9'r 43' MAX 24" MIN N/A H5200 FT6U F'It 2W IT k<'tpp FT 7 n540IF Ai GRADE J I i2 Ell I NIA 60 FT<tiK 200FI160 Fi<H 5&O PT H52fi0 IF t"FT' NIA EC ATGRADEFT<H S 2110 Fi N/A H52C0 FT I cmWwlN LX 20 Ft' NJA AT GgADE AT GRACE H5200 FT 15-23 EUTH 5200T Ecate, NT; 25 Fi' NJA AE GRADE gO NIA HS100 c( PAI5KpA m 60 MAX. n8"MIN FT<H 530 F7 ASA.NEXAMFLE.THESE 'ABLES ARE PEAWLISiBLE TO BE USED WITHIN 30 FF' N/A N/A ,60 fT <NG 20b T:.' S REVAftO[GONTY CHECK WITH ALIHORR't HAYING )URi$DIGiION Ar GRAUEFORTHEAPPLICABILITYOFTH15TABLEWITHINCERTAINFLORIDACOUNTIES. 35FF' N/A NjA N/A 60 FT <H 5200 FT- 7/28/2015; i-,„-; DEtvlsl Jt 4 rt cx-w. C.FA t:hAtNt7C.E CCHJt tT4': F1,.C ilE1A SCPA Parcel View: 25-19-30-5AI-0917-0030 Property Record Card Parcel: 25-19-307SAI-0917-0030 Owner: GREEN EMORY & GLADYS Property Address: 1405 W 7TH ST SANFORD, FL 32771 Parcel: 25 -19 -30 -SAI -0917-0030 Property Address: 1405 W 7TH ST Owner: GREEN EMORY & GLADYS Mailing: 2181 BRISSON AVE SANFORD, FL 32771 Subdivision Name: SEMINOLE PARK Tax District: S1-SANFORD Exemptions: DOR Use Code: 00 -VACANT RESIDENTIAL Value Summary I 2015 Working 2014 Certified I LOTS 3 & 4 & N 1/2 OF VACD ALLEY ADJ ON S BLK 9 TR 17 SEMINOLE PARK PB2PG75 Values Values Valuation Method i Cost/Market Cost/Market' Number of Buildings pa Depreciated Bldg Value F . ,... _. _.._,-------------- DepreciatedDepreciatedEXFT Value Land Value (Market) 16,704 i $16,704 Land Value Ag I Just/Market Value Exempt Values 16,704 $16,704 1 Portability Adj Save Our Homes Adj 0 $0 Amendment 1 Adj$0 j $0 Assessed Value 16,704 $16,704 Tax Amount without SOH: $332.63 2014 Tax Bill Amount $332.63 Sales Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOTS 3 & 4 & N 1/2 OF VACD ALLEY ADJ ON S BLK 9 TR 17 SEMINOLE PARK PB2PG75 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund Schools$16,704 City Sanford SJWM(SaintJohns Water Management) County Bonds 16,704 16,704 '; 16,704 ; 16,704$0 0 : 0 0 0 ; 16,704 16,704 16,704 16,704 16,704 Sales Description 1 Date Book Page Amount 1 Qualified Vac/Imp TAX DEED 8/1/2005 05848 0721 27,200 j No Vacant Find Comparable Sales within this Subdivision Land Method Frontage Depth Units____2nits Price M Land Value FRONT FOOT &DEPTH 100 132 0 174.00 ; 16,704 Building Information Pe its Permit # Type Agency Amount CO Date Permit Date http://www.scpafl.org/ParcelDetailinfo.aspx?PID=2519305AI09170030 1/2 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: o, t StP H ri l Ll -t,2`1' Firm: 9,L k4 CCtJ5 2u C'[ 1 o,J Address: City: eco 70 2 fl State: ZL Zip Code: 3'Z 7 7 Z Phone:' An - Fax: Aol-324 -16 S5 Email: ftY 6 (,-D tLLH MVt0A(,tU-Jt-'JL)T, C001 Property Address: 14bS Lo It4 -5)T2—al Property Owner: E v,-Ao 2 t ( A D-? 5 6s [Z CE J Parcel identification Number: 7-5 - I - 3a - S A, l - 0Cj 1-1- 0050 Phone Number: Email: The reason for the flood plain determination is: 0 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 4076) 21 n' w i c ' b i' r p ro -+, t . tt ; a-.iqi lQ is iW!'t w"F ;r r p ,! r x - ` x i t} y°. wr OFFICIAL USEONLY Flood Zone: X Base Flood Elevation: Datum: FIRM Panel Number: IZOZ94- 6o-OF7 Map Date: Sil'c. Z6, 200"7 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: LN 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: P? . 1(o -1s -7Z- Reviewed by: t 14€ C R5A C IF LAI Date: Cc BOUNDARY SURVEY LOTS 3 AND 4 AND THE NORTH 1/2 OF VACATED ALLEY ADJACENT ON SOUTH, BLOCK 9, TIER 17, SEMINOLE PARK, according to the plot thereof as recorded in Plat Book 2, Page 75 of the Public Records of Seminole County, Florida, FOUND 5/8" IRON ROD FOUND 1- IRON PIPE NO IDENTIFICATION NO IDENTIFICATION S 89'20'13' E 99.88'(m)- - _ - N 89'58'34' E 99.10'(m) 30 0 SCALE- 1" = 30' SET 1/2" IRON ROD CAP LB / 7945 FENCECORNER IS 0.3'S& 1.0' E DGE OF PAVEMENT 23.0' W. 7TH STREET 66' PLATTED RIGHT OF WAY 228' 229' ASPHALT ROADWAY _228' GE OF PAVEMENT L 22.9 22.9 N90°0 '00"E1 0'(C) FOUND 112- IRON ROD CAP, / 3382, EP a N 90'00'00" 418.61'(m) II I I I I I' $ I ISI BASIS OF ROTATION FOUND 5/8 -IRzl 49'(P) I 5-0,(-P) PSM N 5823 \ y22.6, 5010 N 90'00'00' E 49.00' N90'00'00'E TIER 17 50'(p. 49'(p) SET 1/2' IRON ROD I CAP LB 7 45NN SET 1/2 -IRON ROD O OVER HANG IS 7,,8"'(ON) n BUILDING CORNER IS 6.2 `ON) At CAP LB A 79453.. Ia NEIGHBORING WOOD BUILDING ON WOOD 10.9' N At 1.4' W cw.r.d FENCE CORNER IS a I I Q pu.E.- I -ainoq. ! utlit, E. - DRAWING: 15.1711 DWG I 8.0'N&0.5' W x o I I EXPECTED USE OF THIS LAND: RESIDENTIAL PURPOSES IT Is CERTIFIED M^AT•1Ti 1E 191 REPRESENTED HEREON MEETS OR EX(£ THE srAWDARds' P.XCnGE As SET FORM 1. CHAPTER T_ n LOT 4 LOT 3 I n LOT 7 Iv LOT 8 t o LOT 9 BLOCK <- BLOCK 9 BLOCK 9 BLOCK 9 iH BLOCK 9 ni BLOCK 9 BLOCK 9 24 HER 17 I TIER 17 I TIER 17 TIER 17 TIER 17 49-(p) 50'(p) 50.(P) 50'(P) j TIER 17 o j 20.5' v 25.T 12.0= ` -12.0' 25.6r Q ; a E(V 1 24.7' C4I O e to o 24.1'-/ LOT 1 LOT 2 23.9' w n In BLOCK 9 Ig BLOCK 9 4.0' ONE STORY a.0' H n o a DUPLEX m 6 oTIER17i^ TIER 17 x(1405 4.0' 4.0' Q a o w i z O I IIO23.7 2a4f. 8' 2 242Om24.8' 24.8' IIII 148.7 25.7' C / AeulQNcIIlca+NE' I R Is 24..354L49' I-) 1N 1 II 24.5' oYERInANc rs IaY(DN) a11lQNc Is ) 2t.3' p) 49______1_____ I 50'(p) Ica+nER 9' OF OVER HANG n 23 N9000'00"E N 1/2cluded) 50'(p) Ig THE REMAINDER OF VACATED ALLEY r. (NOT INCLUDED) 100 (c Q } NEIGHBORING 3 COVERED CARPORT ON CONCRETE 49'(P) 6' CLF A V) ROD & CAP T----------- N BS'40'45'rW 1DO.32'(m) I (D) I I 49 (P) PSM N 5823 \ y22.6, DENOTES CONCRETE N 90'00'00' E 49.00' N90'00'00'E TIER 17 82 (p 81.30'049'(p) SET 1/2' IRON ROD I CAP LB 7 45NN SET 1/2 -IRON ROD O OVER HANG IS 7,,8"'(ON) n BUILDING CORNER IS 6.2 `ON) At CAP LB A 7945 OVER HANG FENCE CORNER IS NEIGHBORING WOOD BUILDING ON WOOD 10.9' N At 1.4' W cw.r.d Q } NEIGHBORING 3 COVERED CARPORT ON CONCRETE 49'(P) 6' CLF A V) r____-______ 49'(p) T----------- N BS'40'45'rW 1DO.32'(m) I (D) I I 49 (P) 04 LOT 5 DENOTES CONCRETE BLOCK 9 „I P TIER 17 I I O SET 1/2' IRON ROD I CAP LB 7 45NN a O OVER HANG IS 7,,8"'(ON) n BUILDING CORNER IS 6.2 `ON) ROOF OVER HANG t NEIGHBORING WOOD BUILDING ON WOOD LLJ Q } NEIGHBORING 3 COVERED CARPORT ON CONCRETE 49'(P) 6' CLF A V) Based on the FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, Seminole County, Florida, Community Panel Number 120294 0070 F, last dated 09/28/2007, it appears from a scaling of said mop that the land described hereon is shown to be in Zane "X", AREA OF MINIMAL FLOODING) Said FEMA map is not a Survey and no responsibility is token for the information contained in or the accuracy of the 'bot referenced map. t. mi. Prot r went. o a-- oses Sur. eCsnwofxoam I n - z. 0, nd M.W.nqPLpdes[tntooe a era ^.:e.or.rongnin. rNORTt, f 81=k 9, TH, 17. I-, N 909'00- E. PER RAT. a M - 11-1.. and M p. on rtes w.am agnthol wyrwlwnon wtn'<t'Rn s eNs pst'nenl niU may D. Iwnp in . puD1iC res rof Inif c nlY. lni. intlud.d in 'cape o w of t r. Rrm. In. r.lotiw'dalance o )Ne bow cdm Wrwone M1a'.n nswn n . el 1 Fuel ' nr 10.000 fest. d 5. U - W.- :nprawmsrt. on a. iDN .0 wy p' fol nyeDSWdSuriey:, gno Mapp'Tq. PLC.[ i. -g-, u y^na m n n pre aloud pa, -.d r dro.B9 o I.gtlly Dindny vi!n m .ignatur. an siq,nol.mD zM eeal, in N. h'rd rrtra Moriz.d to !nn da. req an .o( ared qle urwe u Napoftp. M1 a /w damages r 11ipq ham In. un Ina d w i1wa1 .e Iwna u1 poel'n. p. w, gena, weci! Ii.n a. canpultew mw elfMap netawe for ata. a Dr.paW D Ihle firm w of din nmty al !n aremm y mr strignte, irnug tn; ht tt ., 1. siq:,o1 o! tnh tr .inq raren y of .,.an 0, a d MapPnq 1C. 7, -, Iw. Fwrc. tiw, Etc s PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM .... ReWsaNs ANo Aoanons OS-16 ORM BOARDFSURVEY 12-1}_la FINAL SURVEY WM$ y--- V - Uqh! Pnlsp =pelta (1 wcnon MqN) r____-______ 49'(p) T----------- N BS'40'45'rW 1DO.32'(m) I (D) I I 49 (P) 0 I U.E. - Uleitly E semen[ DENOTES CONCRETE I WITNESS MONUMEN I I i'1 m I a I I I SET 1/2" IRON ROD I &CAP LB X7945 I SET 1/2' IRON ROD I CAP LB 7 45NN a 01111E - p .ad Unity Une, PCB -Point of ep'nnirp PCC Point of Compwnd Curwlurs Ps Plot I N 00'76'08' W 7.56'(m)I I I OF PLATTED POSITION I I FENCE CORNER ISFis o p 1 6.9' S& 13.4' W I z + I cw.r.d FENCE CORNER IS a I I Q pu.E.- I -ainoq. ! utlit, E. - DRAWING: 15.1711 DWG I 8.0'N&0.5' W x o I I EXPECTED USE OF THIS LAND: RESIDENTIAL PURPOSES IT Is CERTIFIED M^AT•1Ti 1E 191 REPRESENTED HEREON MEETS OR EX(£ THE srAWDARds' P.XCnGE As SET FORM 1. CHAPTER T_ LOT 6 n LOT 7 Iv LOT 8 t o LOT 9 I al LOT 10 BLOCK 9 BLOCK 9 BLOCK 9 iH BLOCK 9 ni BLOCK 9 f TIER 17 HER 17 I TIER 17 I TIER 17 TIER 17 rye 3I 49-(p) 50'(p) 50.(P) 50'(P) 49(p) L I- _I- _I- 8TH STREET 66' PLATTED RIGHT OF WAY Based on the FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, Seminole County, Florida, Community Panel Number 120294 0070 F, last dated 09/28/2007, it appears from a scaling of said mop that the land described hereon is shown to be in Zane "X", AREA OF MINIMAL FLOODING) Said FEMA map is not a Survey and no responsibility is token for the information contained in or the accuracy of the 'bot referenced map. t. mi. Prot r went. o a-- oses Sur. eCsnwofxoam I n - z. 0, nd M.W.nqPLpdes[tntooe a era ^.:e.or.rongnin. rNORTt, f 81=k 9, TH, 17. I-, N 909'00- E. PER RAT. a M - 11-1.. and M p. on rtes w.am agnthol wyrwlwnon wtn'<t'Rn s eNs pst'nenl niU may D. Iwnp in . puD1iC res rof Inif c nlY. lni. intlud.d in 'cape o w of t r. Rrm. In. r.lotiw'dalance o )Ne bow cdm Wrwone M1a'.n nswn n . el 1 Fuel ' nr 10.000 fest. d 5. U - W.- :nprawmsrt. on a. iDN .0 wy p' fol nyeDSWdSuriey:, gno Mapp'Tq. PLC.[ i. -g-, u y^na m n n pre aloud pa, -.d r dro.B9 o I.gtlly Dindny vi!n m .ignatur. an siq,nol.mD zM eeal, in N. h'rd rrtra Moriz.d to !nn da. req an .o( ared qle urwe u Napoftp. M1 a /w damages r 11ipq ham In. un Ina d w i1wa1 .e Iwna u1 poel'n. p. w, gena, weci! Ii.n a. canpultew mw elfMap netawe for ata. a Dr.paW D Ihle firm w of din nmty al !n aremm y mr strignte, irnug tn; ht tt ., 1. siq:,o1 o! tnh tr .inq raren y of .,.an 0, a d MapPnq 1C. 7, -, Iw. Fwrc. tiw, Etc s PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM .... ReWsaNs ANo Aoanons OS-16 ORM BOARDFSURVEY 12-1}_la FINAL SURVEY WM$ y--- V - Uqh! Pnlsp =pelta (1 wcnon MqN) SPOT ELEVATIONS R - oE'L s Hybonl U.E. - Uleitly E semen[ DENOTES CONCRETE PC Pan of iu,wtur. PT - P-8.1 p19 -.y Y - N,ppd Fsrw Pc (s)- Poq.(.)d' Pant Re"wr Cr.rwl,•r. oncCees - Cretee_eWa q Point In ls.aolimPRCof Oraln liner Fw of CNF Csns Not Found A/C - n Mit' R/W Rignt-of-WPY 01111E - p .ad Unity Une, PCB -Point of ep'nnirp PCC Point of Compwnd Curwlurs Ps Plot POC - Pdnt al Commwcem.nt D) P- D.ecnption C) = w allslina BSL = 9uadnq SelDodr In. cw.r.d pd tw R.i. NR) . - R CNA Ganar Not AcceaMDle c) - Cak letw BFE epw Food E1.wtien pu.E.- I -ainoq. ! utlit, E. - DRAWING: 15.1711 DWG SURVEY DATE: 08/06/15 INTENDED DISPLAY SCALE: 1' 30' DRAWN: DSW EXPECTED USE OF THIS LAND: RESIDENTIAL PURPOSES IT Is CERTIFIED M^AT•1Ti 1E 191 REPRESENTED HEREON MEETS OR EX(£ THE srAWDARds' P.XCnGE As SET FORM 1. CHAPTER y PROFESSIONAL SURVEYORS AND MAPPERS " '"'- I"-"'V` y T Pwesuu+r IDRtOw T. FLOI.oA sONAL R. 1 /_. CERTIFICATION OF AUTHORIZATION /LB 7945 NOT v.WO wTH Weft L E_ANO 1K ORIQNAL RAISED a • 4500 ORANGE BOULEVARD, SUITE 1000 w OF r? SURVEYOR ANO MAPPER SANFORD, FLORIDA 32771 Sur v e r i n g & Ph.r.: (352) 735-3796 T/«rppiffA" PZ -C' JOB NO. 15.1711 Sheet 1 of i DOUGLAS S. WILuS;,, rI,R(Ida•Regi.trpliw A 5984 F1RY 1j- N 49 NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BENCH MARK j 4775101 ELEVATION = 13.67' CERTIFIED TO: RLH CONSTRUCTION COMPANY EMORY & GLADYS GREEN L._. REQUIRED INSPECTION SEQUENCE BP# 16-1572 Address: 1405W7 lh Street BUILDING PERMIT Min Max 10 Inspection Description Foundation / Form Board Survey 10 Electric RoughSlab / Mono Slab Prepour 20 1000 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) REVISED: June 2014 ELECTRICALPERMIeT Min Max 10 Inspection Description Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final Plumbing Final 2, PRE Min 10 Max Inspection Description Plumbing Underground 10 1000 Plumbing Sewer 20 Plumbing Tub Set 1000 Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final