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HomeMy WebLinkAbout2545 El Capitan Dr 17-889; NEW HOMECOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100001 BUILDING APPLICATION ##: 17-10000199 BUILDING PERMIT NUMBER: 17-10000199 T 1 `7C,, -S o DATE: April 05, 2017 UNIT ADDRESS: EL CAPITAN DR 2545 01-20-30-504-2500-0250 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PARCEL: PLAT BOOK: PLAT BOOK PAGE': BLOCK: TRACT: TRACT: OWNER NAME: ADDRESS: APPLICANT NAME: ROBIN HICKMON ADDRESS: 823 OLD ENGLAND LP SANFORD FL 32771 LAND USE: SINGLE FAMILY DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2545 EL CAPITAN DR // LOT 25 SINGLE DETACHED / DREAMWOLDFAMILY FEE BENEFIT RATE UNITTYPEDISTSCHEDRATE CALC UNITS UNIT TOTAL DUE TYPE ROADS-ARTERIALS CO -WIDE ORD SingleFamily ROADSCOLLECTORSHousing N/A 705. 00 Single Family FIRE Housing 00. RESCUE N/A LIBRARY CO -WIDE ORD Single Family SCHOOLSHousing CO 54. 00 Single Family WIDE ORD Housing 5,000.00 PARKS N/A LAW ENFORCE N/A DRAINAGE N/A STATEMENT k l /RECEIVEDBmhC pol SIGNATURE: x PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY DISTRIBUTION: 1-BLDG DEPT 3'-APPLICANT 2- FINANCE 4-LAND MANAGEMENT 1. 000 dwl unit 1. 000 dwl unit 1. 000 dwl unit 1., 000 dwl unit NOTIFY OWNER AND FOR THE FEE. *** NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO `APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVE, BUT NOT LATER THAN CERTIFICATEOFOCCUPANCYOROCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIESOFRULESGOVERNINGAPPEALSMAYBEPICKEDUP, OR REQUESTED, FROMTHEPLANIMPLEMENTATIONOFFICE: 1101 EAST FIRST STREET, SANFORDFL, 32771; 407--665-735.6. PAYMENT SHOULD BE MAD 705. 00 00 00 54. 00 5, 000.00 00 00 00 5, 759.00 E 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 THECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUEDWITHIN60CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVEDETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION lull Application No: 7409 BY. umented Construction Value:.3 iOss 9. os Job Address:` a +an Historic District: Yes No Parcel ID: _ — ` ResidentialEll"'CommercialEl Type of Work:. New Addition Alteration Repair Demo Change of Use Move Description of Work: ge U-2 15P,51 deb 4 Plan Review Contact Person:I n I Lk1;Y1' C)n Title: Phone: `10 :4 — 40b r-RDSFax: Email: Y 6 n, r1 1 mop x •can 4 Property Owner Information Name &h n t4l(AW 4) n Phone: 7 W mot' Street: B(%3 0 14 1 ound LP Resident?of property? City, State Zip: Ct.n4 Airk 3.1 Contractor Information b - Name Phone: f{ k Street: Fax: i City, State Zip: State License No.: 9 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF:COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE' -`OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised: June 30, 2015 —oJ Permit Application 5 - 32701 \ S 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 requifed 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 ofpermit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date f a lz r l-c na r rin Owner/Agent's Name r,, q,3- 1% Date OANN M.JOHNSON MY COMMISSION 11 FF 956264 EXPIRES: March 23, 2020 Bonded Thru Notary Public Underwriters Owner/Agent is Personally Known to Me or Produced ID Type of ID F-(- A L Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building X Electrical [g Mechanical r 71 PlumbingX Gas Roof Construction Type: Occupancy Use: (Z3 Flood Zone: Total Sq Ft of Bldg: F16 `-4 Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps 7-oo Plumbing - # of Fixtures i (o Fire Sprinkler Permit: Yes No [Z # of Heads APPROVALS COMMENTS: ZONING: -G- -211— '-UTILITIES: ENGINEERING: M_CC k-V' 0_ l FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: ir Ok to construct new single family structure as shown on plan. Meets area and dimension regulations for the SR-1 zoning district. Per Schedule J, at least one (1) tree shall be located in the front yard. _ _ Revised: June 30, 2015 Permit Application oa..ld Johnson. cFa ROPERrS 2017 Parcel Detail Sheet 01-2 4/03/2017 :05A 0 APPRAI5ER SEMINOLE COUNTY, FLORIDA 04/03/2017 9:05 AM Parcel: 01-20-30-504-2500-0250 Owner: HICKMON ROBIN Address: 823 OLD ENGLAND LP SANFORD,FL 32771- Situs: EL CAPITAN DR SANFORD, FL 32773 Facility Code: Facility Name: Notes: 1301-1464 Legal: LOT 25 BLK 25 DREAMWOLD PB3PG90 ExemptionF. C.cletDe,cription Granted Assessment Information Prior Year RE Appraised' Vd Additions Tottal ._ Land Value 12,000 12,000 12,000 Extra Features"' 0 Building Value-- 0 Cost/Market Just Value 12,000 12,000 0 12,000 0 Income Just.Value . Co`rrect`Assd/Admin, Value Classified Value SOH Adjustment 0 0 0 Non-HX,Qdjustment : 1,000 0 0 P&G Adjustment 0 0 1 1 0 Total Assessed Value 11,0001 12,0001 9.11 01 12,000 9.1 ExtraFeature.information C6de4 Description' Units RCN - Ovd Adj° Act Eff Cap ApprVal Bdg. TD: S1-SANFORD DOR: 00-VACANT RESIDENTIAL CPI:2.10 CAP:2.10 Market Area: 01 NBHD Comm: El #: Pet #: Demo: Income Ind: Inc Ltr: Own Code: Own %: Activity Code: P NAME DATE INSP mike 07/01/2016 BLDG kathy 05/11/2012 LAND mike 05/23/2016 DE MIK 03/31/2017 Taxable Information Taxing' Authority Description IVlillage Values' ., Assessed _ Exempt Taxable ' 0100 COUNTY GENERAL FUND 48751 12,000 0 12,000 0400 SCHL SCHOOL 75570 12,000 0 12,000 1000 CITY SANFORD 73250 12,000 0 12,000 1200 lSJWM 1 28851 12,000 0 12,000 9800 ICOUNTY BONDS 1 01 12,0001 01 12,000 jandlnformation Code Land Rate Ag Rate Area t, Frnt, D/T Depth I Class Ualue Adj Reason gust_- Value AL 1 12,0001 1 11 1 1 1 12,000 1 1 12,000 Total- ": -. _ „`' ; 14`. „ - , 12,0,00 F.. s 12,000 s° SaleInformation , Code Deed - Description • Date Book Page Amount V/1 QC PCC SU QD IQUITCLAIM DEED 02/01/2017 08862 0778 100 V 11 SU XD ITAX DEED 10/01/2009 07270 0088 1 3,700 V 11 Page 1 of 1 THIS INS,T{tUIyIF 1T PR)=pQREaD BY: Name: a tj C k tnn Yl iifti=thd 1 11i=tl._0•f r SEMINOLE COUHTY Address: $ Inc o P CLERK OF CIRCUIT COIJ10 ': COMPT(Z:OL.LER BK. "11-1 I'_I 2K' (1.Pss) CLERK'S 2017046371. NOTICE OF COMMENCEMENT r;FCORrEc C1`;`1.1i;'?1;1r i;:ECORDING FT,ES State of Florida fil::COftl';ED Or' i, l:r:rtr ct County of Seminole j 1 \ Permit Number: I / —Ps)? s) ? Parcel ID Number: 0, `yy 4' j SOU 0 v 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. GENERAL DESCRIPTION OF IMPROVEM l/N ,o.. I-) S ;'A e OWNER INFORMATION: T ATION: r mama. A 0 (0"/1 )^ L Address: Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: Address: f a d street address if available) OM e-- UU 0 Cfifl o r 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: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. of To receive a copy of the Lienor's Notice as Provided in 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 IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowled a 7,17" Owner's SIgnature Owner's Printed Name Florida Statute 713.13(1)(g): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead' r 4 crt.9 . 10,Ynil. cr 4y%i. ti r CL W QM ¢ o O iX V Q C-3uO 0 r O C3 :5; , w O G n be z cr 0ww5Z W uv¢v, Co State of .? County of The foregoing instrument was acknowledged before me this day of / I 20)-7 by Who is personally nown to me Name of person making stateme t OR who has produced identification type of identification produced: I. \ I — e I l a DE(3dIE BLANTON MY COfa1TiIISSION.0 r 17EG46 Notary Signature EXPIRES: °,,•9? ' . Fcbrt.ary 25, 2019 F nd i °p Bonded Thru N • otary public Undenvri(ers r+oma.Iw..n.acausamu>ma+,m sti O CV v l CITY OF SANFORD P.O. BOX 1788 SANFORD FL 327721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 2/08/18 Parcel Number . . . . . 01.20.30.504-2500-0250 Property Address . . . 2545 EL CAPITAN DR SANFORD FL 32771 Subdivision Name . . . Legal Description . . . LOT 25 BLK 25 DREAMWOLD PB 3 PG 90 Property Zoning . . . . SINGLE FAMILY Owner . . . . . . . . . HICKMON ROBIN Contractor . . . . . . Application number 17-00000889 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type . . . VB Occupancy type . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . NONE Approved . . . . . . . Buildrna Official VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2014 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. MR- av, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION j J 2017 Application No: 7— 90 IjvplJ//// --- DocumYented Construction Value: S In D Oil D Job Address: I is -' Historic District: Yes No 0/ 7 — ?j b 5 o4-- A 5 bO- )y Residential Commercial Parcel ID: ( ' - Type of Work: New L J Addition ;Alterati1on Repair Demo Change of Use Move Description of Work: 'C> -t% k S 1 (! T+ Plan Review Contact Person: ff t)bl n 4`1 d6n Title: LVLO Phone: I 0 —1.M6 —3oab Fax: Email: b In,' iA j C t--mon . l.) •ceYn Property Owner Information (( /, Name bDI n PiA(Y-0f) Phone: qD - ko?) -7c) 6`t) Street: B a, 3 old —lard L? ResidenVdf property? City, State Zip Contractor Information Name Phone: Street: Fax: _ City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. J-/ Signature of Owner/Agent Date LI.3- 1-7 State4 t Florida Date JOANN M.JOHNSON MY COMMISSION t FF 956284 EXPIRES: March 23, 2020 Bonded Thru Notary Public Underwriters Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Ft- A L Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures. of Heads Fire Alarm Permit: Yes No UTILITIES: WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 -August 2017 2545 El Capitan Drive Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: 1411 square feet SQUARE FOOTAGE OF GARAGE ONLY: 353 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 1764 square feet Dollar Valuation of Work: 1 $1761,559.05 State Fee: 1 $54.92 Permit Fee $1,275.92 Application Fee: $25.00 Plan Review Fee: $529.00 Total Building Permit Fees: $11,885.52 Plumbing Fixture Calculation 2545 El Capitan Dr Bath Tubs 2 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 2 Laundry Tubs Water Heaters 1 Lavatories 3 Water Piping 1 Pool Piping Water Softener Showers Total Plumbing Fixtures - 16 Permit #: 17- 889 Address: 2545 El Capitan Dr Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 1 Number of Bathrooms: 2 Square Footage: 1764 Plumbing Fixtures: 16 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 9 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Robin Hickmon Firm: Owner Address: 823 Old England LP City: Sanford State: FL Zip Code: 32771 Phone: 407.468.7205 Fax: Email: robin.hickmon@yahoo.com Property Address: 2545 El Capitan Drive Property Owner: Robin Hickmon Parcel identification Number: 01-20-30-504-2500-0250 Phone Number: 407.468.7205 Email: robin.hickmon@yahoo.com The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) pNei _ 1 ii iiwiyi :tea RIM ",m m^ y OFFICl/ 1 USE 01NLY = t Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway W-1 The parcel is not in the: 0 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 17-889 Reviewed by: Michael Cash, CFM Date: April 26, 2017 Revision Response to Comment City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov MAY 9 4 2017 Permit # Submittal Date Project Address: Contact: ( r1On Ph: Email: o1-- If (or - ?a Trades encompassedin revision: S Building Plumbing Electrical Mechanical Life Safety Waste Water v7- q,rr, Fax: General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building 4- 1-7 I CITY OF SANFORD sq s a BUILDING AW) FIRE PREVENTION DIVISION D? 300 N. PARK AVENUEF;t, - SANFORD , FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-889 Date: 05/01/2017 Project Description: New SFR Contact Name: Robin Hickmon Job Address: 2545 El Capitan Dr Contact Email: robin.hickmon(a,yahoo.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. Please submit two (2) copies of a Plumbing DVW (drain, waste and vent) riser diagram. DWV riser shall include all sanitary pipe sizes and venting requirements. DVW riser is not required to be signed & sealed, and can be hand -drawn and submitted on 8.5" x 11"`paper. ^. A / 612AAA.'-':-> FBC 107, Submittal Guidelines 2. Please submit two (2) copies of equipment sizing calculations for the A/C system, calculated in accordance with ACCA Manual J or other approved calculation methodologies. f ``'jJ. rl Jf'P2(a `r FBC 107, Submittal Guidelines, 2014 Florida Energy Conservation Code R403.6.1 ekl_ C(A ATrPAJ •- 3. Please submit two (2) copies of Electrical Load Calculations for the home. Load Calculations are not required to be signed & sealed and can be submitted on 8.5" x 11" paper. A C• ` L L CSFBC107, Submittal Guidelines 4. Please submit two (2) copies of a Truss Layout, provided by the Truss Manufacturer. This is required in addition to the trusnlayout provided on the plans. FBC 107, Submittal Guidelines, FBC 2303.4.2 TrL,',) S 7 L 0 ul_ Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner 1- I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial 314 Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. 1 am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. RH I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. EU CPropertyAddress: az •r4 c,\ 1 fd, FL 39473 I, ) o bj n 14_;cLP1),9n , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. _ , Form of Identification FF bt_ Must be Photo ID) Date I_Y_201 7 A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed R-4 in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in I year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must F`-} l comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 REQUIRED INSPECTION SEQUENCE Permit # 17-889 Address: 2545 El BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Roof 40 Roof Dry -In 50 Frame 50 1000 Final Roof 60 Insulation Rough 70 Drywall / Sheetrock 70 1000 Insulation Final 1000 Final Single Family Residence CaAitan Dr E`LECjTRICALPERMIT Y= A _ , Min Max Inspection Description 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power 1000 Electric Final PLt? G PERMTi 14M ? Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECIHANICAI P' ERMIT i TIN Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: HICMAN RESIDENCE Builder Name: TBD Street: 2545 El Capitan Dr Permit Office: City of SANFORD SANFdRD City, State, Zip: SANFORD , FL, 327771 Permit Number: 1 7 - Q Q t7ttV 79 Owner: ROBIN HICKMAN Jurisdiction: Design Location: FL, Orlando County:: SEMINOLE (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1566.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 1025.30 ft2b. Frame - Wood, Exterior R=13.0 293.33 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 248.00 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1411.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1411.00 ft2 6. Conditioned floor area above grade (ft2) 1411 b. N/A R= ft2 c. R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(135.1 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 9 a. U-Factor: Dbl, U=0.32 135.11 ft2 SHGC: SHGC=0.36 ft2 12. Cooling systems kBtu/hr Efficiency b. U-Factor: N/A a. Central Unit 36.0 SEER:15.00 SHGC: c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 12.0 HSPF:9.80 SHGC: Area Weighted Average Overhang Depth: 1.346 ft. Area'Weighted Average SHGC: 0.360 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1411.0 sqft.) Insulation Area EF:0.920 a. Slab -On -Grade Edge Insulation R=0.0 1411.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, CV, Pstat Total Proposed Modified Loads: 42.55 0.096 PASSGlass/Floor Area: Total Baseline Loads: 44.57 1 1 hereby certify that the plans and specifications covered by Review of the plans and a T%E ST4ZZ this calculation are in compliance with the Florida Energy specifications covered by this indicatesCode. calculation compliance JN ,'- with the Florida Energy Code. isPREPAREDBY: , DATE: ii 17 Before construction completed this building will be inspected for compliance with Section 553.908 C7 I hereby certify that this building, as designed, is in compliance Florida Statutes. 5h D with the Florida Energy Code. xg; OWNER/AGENT ' BUILDING OFFICIAL: DATE: _- DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 5/4/2017 2:52 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 IM1Ell kyi ETA ti 71Ti rj PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/ Existing: Comment: HICMAN RESIDENCE User ROBIN HICKMAN 1 TBD City of SANFORD Single- family New ( From Plans) Bedrooms: 3 Conditioned Area: 1411 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Yes Whole House Fan: No Address Type: Lot # Block/ SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 25 25 DREAMWOOD 2545 El Capitan Dr SEMINOLE SANFORD , FL , 327771 CLIMATE v Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp 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 Block1 1411 11288 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1411 11288 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 185 ft 0 1411 ft2 1 0 0 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or shed Composition shingles 1528 ft2 294 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1411 ft2 N N CEILING Ceiling Type - Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1411 ft2 0.11 Wood 5/ 4/2017 2:52 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below it Ornt To Wall TV pp Space RAIR111P Ft In Ft In Arpa R-\/aliip Frartinn Ah-nr Cara ° 1 W Exterior Concrete Block - Int Insul Main 5 2 4 8 18.7 ft2 0 0.75 0 2 SW Exterior Frame - Wood Main 13 3 8 24.0 ft2 0.23 0.75 0 3 W Exterior Frame - Wood Main 13 5 8 40.0 ft2 0.23 0.75 0 4 NW Exterior Frame - Wood Main 13 3 8 24.0 ft2 0.23 0.75 0 5 W Exterior Concrete Block - Int Insul Main 5 2 4 8 18.7 ft2 0 0.75 0 6 N Exterior Concrete Block - Int Insul Main 5 9 8 72.0 ft2 0 0.75 0 7 W Exterior Frame - Wood Main 13 5 8 40.0 ft2 0.23 0.75 0 8 N Garage Frame - Wood Main 13 10 8 80.0 ft2 0.23 0.75 0 9 W Garage Frame - Wood Main 13 21 8 168.0 ft2 0.23 0.75 0 10 N Exterior Concrete Block - Int Insul Main 5 27 8 216.0 ft2 0 0.75 0 11 E Exterior Concrete Block - Int Insul Main 5 14 4 8 114.7 ft2 0 0.75 0 12 N Exterior Frame - Wood Main 13 10 8 8 85.3 ft2 0.23 0.75 0 13 E Exterior Frame - Wood Main 13 10 8 80.0 ft2 0.23 0.75 0 14 E Exterior Concrete Block - Int Insul Main 5 15 6 8 124.0 ft2 0 0.75 0 15 S Exterior Concrete Block - Int Insul Main 5 57 8 8 461.3 ft2 0 0.75 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 46 3 6 8 20 ft2 2 N Wood Main None 46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 SW 2 Metal Double (Tinted) Yes 0.32 0.36 10.0 ft2 1 ft 6 in 1 ft 0 in Drapes/blinds None 2 W 3 Metal Double (Tinted) Yes 0.32 0.36 24.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 3 NW 4 Metal Double (Tinted) Yes 0.32 0.36 10.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 4 N 10 Metal Double (Tinted) Yes 0.32 0.36 4.3 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 5 E 11 Metal Double (Tinted) Yes 0.32 0.36 17.7 ft2 1 ft 4 in 3 ft 0 in Drapes/blinds None 6 N 12 Metal Double (Tinted) Yes 0.32 0.36 16.9 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 7 E 13 Metal Double (Tinted) Yes 0.32 0.36 16.9 ft2 1 ft 4 in 2 ft 0 in Drapes/blinds None 8 E 14 Metal Double (Tinted) Yes 0.32 0.36 22.1 ft2 1 ft 4 in 2 ft 0 in Drapes/blinds None 9 E 13 Metal Double (Tinted) Yes 0.32 0.36 13.3 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 380 ft2 380 ft2 45 ft 8 ft 1 5/4/2017 2:52 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000195 721.7 39.62 74.52 .1424 3.8363 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:9.8 12 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 36 kBtu/hr 1080 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- v # Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 9 ftz Attic 7 ft2 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Cooling[ Jan [ ]] Feb [ ] Mar Heatin[X Jan fX] Feb [X] Mar Ventin [ Jan [[ ]] Feb [X] Mar Ceiling Fans: N NovApr [ ] May [ Jun [X] Jul [X] Aug (X] Se [ j Oct HXApr [ ] May [ Jun f ] Jul [ ] Au[ ] Sep [ ] Oct Nov X] Apr [ ] May [ Jun [ j Jul [ ] Aug [ ] Se [X] Oct Nov Dec DecHDec 5/4/2017 2:52 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/4/2017 2:52 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.32 SHGC: SHGC=0.36 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=5.0 1025.30 ft2 Single-family b. Frame - Wood, Exterior R=13.0 293.33 ft 1 c. Frame - Wood, Adjacent R=13.0 248.00 ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1411.00 ft2 1411 b. N/A R= ft2 c. N/A R= ftZ Area 11. Ducts R ft2 135.11Area ft2Z a. Sup: Attic, Ret: Attic, AH: Main 6 9 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 36.0 SEER:15.00 ft2 1.346 ft. 0.360 Insulation Area R=0.0 1411.00 ft2 R= ft2 R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. 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: kBtu/hr Efficiency 12.0 HSPF:9.80 Cap: 40 gallons EF: 0.92 CF. CV. Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/4/2017 2:52 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 2545 El Capitan Dr Permit Number: SANFORD , FL, 327771 MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Lls/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. El R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 L/min) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/4/2017 2:52 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60oC). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 5/4/2017 2:52 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 5/4/2017 2:52 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: HICMAN RESIDENCE Builder Name: TBD Street: 2545 El Capitan Dr Permit Office: City of SANFORD City, State, Zip: SANFORD , FL, 327771 Permit Number: Owner: ROBIN HICKMAN Jurisdiction: Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. v Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. IV/ Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. A % Exposed earth in unvented crawl spaces shall be covered with a Class I Ivvaporretarderwithoverlappingjointstaped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be airtight, IC rated, and sealed to the drywall. V Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. v Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 5/4/2017 2:52 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: HICMAN RESIDENCE Builder Name: TBD Street: 2545 El Capitan Dr Permit Office: City of SANFORD City, State, Zip: SANFORD , FL, 327771 Permit Number: Design Location: FL, Orlando Jurisdiction: Cond. Floor Area:: 1411 sq.ft. Cond. Volume: 11288 cu ft. Envelope Leakage Test Results Regression Data: C: n: Sinqle or Multi Point Test Data HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: AV ' ' kIE ST,gTc W 5/4/2017 2:52 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Residential System Sizing Calculation Summary ROBIN HICKMAN Project Title: 2545 El Capitan Dr HICMAN RESIDENCE SANFORD, FL 327771 5/4/2017 Location for weather data: Orlando, FL - Defaults: Latitude(28.43) Altitude(118 ft.) Temp Range(M) Humidit data: Interior RH 50% Outdoor wet bulb 76F Humidity difference 44 r. Winter design temperature(TMY3 99%) 36 F Summer design temperature(TMY3 99%) 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 34 F Summer temperature difference 18 F Total heating load calculation 18386 Btuh Total cooling load calculation 14430 Btuh Submitted heating capacity of calc Btuh Submitted cooling capacity of calc Btuh Total (Electric Heat Pump) 65.3 12000 Sensible (SHR = 0.75) 230.6 27000 Heat Pump + Auxiliary(O.OkW) 65.3 12000 Latent 330.6 9000 Total Electric Heat Pump) 249.5 36000 WINTER CALCULATIONS Winter Heatina Load (for 1411 soft Load component Load Window total 135 sqft 1470 Btuh Wall total 1394 sqft 5634 Btuh Door total 38 sqft 591 Btuh Ceiling total 1411 sqft 1528 Btuh Floor total 1411 sqft 7422 Btuh Infiltration 43 cfm 1597 Btuh Duct loss 144 Btuh Subtotal 18386 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 18386 Btuh Summer Cooling Load (for 1411 soft vvans(N.6%) Fbors(40.4%) SUMMER CALCULATIUNb Load component Load Window total 135 sqft 3760 Btuh Wall total 1394 sqft 2572 Btuh Door total 38 sqft 504 Btuh Ceiling total 1411 sqft 1932 Btuh Floor total 0 Btuh Infiltration 32 cfm 634 Btuh Internal gain 2120 Btuh Duct gain 186 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 11708 Btuh Latent gain(ducts) 65 Btuh Latent gain(infiltration) 958 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 1700 Btuh Total latent gain 2723 Btuh TOTAL HEAT GAIN 14430 Btuh Geilings(13.4%) Walls:(17:M) Doors{3.596} flings{8.396} 4Yindwts{8.Q°fi} Ducts (0.896 ) InfiL(8.796) oors(3.2%} Wiindovis(26:T Latent int(11.8:6) Int.Gain(14.7%) EnergyGauge® System Sizi PREPARED BY: DATE:'- 1tAHURL 1 EnergyGauge® / USRCZB v5.1 RECORD COPY BOUNDARY SURVEY " REAL PROPERTY DESCRIPTION" . LOT 25, BLOCK 25, DREAMWOLD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 90, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORI NORTHWEST CORNER BLOCK 25 Ok to construct Single Family house as shown on plan. REC. 1 /2" REBAR NSI Meets area and dimension regulations for the 0 59lzoning district. Per Schedule J, at least one (1) 0 tree shall be located in the required front yard. o l0 BLOCK 25 z DREAMWOLD REC. 1 /2" REBAR P.B. 3, PG. 9oREC. 1 /2', REBAR NSI LLJ 4402 30.0' N89'47'34"E 130.00I all 0 DOI I 0 C5 51.0' 00 1a a9.50 I Q 0 LOT 25 iASSUMEP) PROPOSED ZBLOCK25w LOT 11iT_ELEV. Lit CONC. WALK o 1-STORY 0 I : DREAMWOLD w I R BLOCK 25 II U 100.00 0 0 CONCRETE P.B. 3, PG. 90 I Q w DREAMWOLD 7.50 BLOCK RESIDENCE N I i) P.B. 3, PG. 90 e J i 0 P) CONC. DRIVE p m P FF # 101.33 8.00 ^ ( C F I l00LLl0MIN. 16 ABOVE C/L CONC. PATIO J 28.0' WATER I METERS I Z U O 0 30.0' N89'47 34 E 130.00 REC. 1/2" REBAR NSI LOT 24 REC. 1/2" REBAR NSI BLOCK 25 0.66' N. DREAMWOLD I 0.19' W. P.B. 3, PG. 90 A P.R.M. - PERMANENT REFERENCE MONUMENT B B C.M. R E V I A CONCRETE MONUMENT T 1 EL 0 N L E ELEVATION G E CONC. N D CONCRETE W.M. WATER METER P.O.C. - POINT OF COMMENCEMENT P.B. PLAT BOOK A/C AIR CONDITIONER C.L.F. CHAIN LINK FENCE F.H. FIRE HYDRANT P.C. - POINT OF CURVATURE pg. PAGE TYP. TYPICAL W.F. WOOD FENCE N & D - NAIL AND DISC P.R.C. - POINT OF REVERSE CURVATURE N.R. NON -RADIAL U.E. UTILITY EASEMENT C & G CURB & GUTTER B.M. BENCH MARK P.C.C. - POINT OF COMPOUND CURVATURE RAD. RADIAL D.E. DRAINAGE EASEMENT CAN CABLE TELEVISION RISER PVMT. PAVEMENT P.T. - POINT OF TANGENCY R. RADIUS F.F. FINISHED FLOOR TELE TELEPHONE RISER F.B. FIELD BOOK P.1. - POINT OF INTERSECTION L ARC LENGTH B.S. BUILDING SETBACK TRANS TRANSFORMER PAD M.H. MANHOLE P.C.P. - PERMANENT CONTROL POINT DELTA C.B.S. CONCRETE BLOCK STRUCTURE L.P. UC1T POLE A) ACTUAL P.O.L - POINT ON LINE R.P. RADIUS POINT P) PLAT P.P. POWER POLE NSI NO SURVEYOR C.B. - CHORD BEARING R/W RIGHT-OF-WAY M MEASURED N.G. NATURAL GROUND IDENTIFICATION T.B. TANGENT BEARING E CENTER LINE C CALCULATED SO. FT. SQUARE FEET FND FOUND REC RECOVERED UR VEYOR S NOTES; 1. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THE "REAL PROPERTY DESCRIPTION" SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 3. NO UNDERGROUND IMPROVEMENTS OR VISIBLE INSTALLATIONS HAVE BEEN LOCATED OTHER THAN SHOWN. 4. BEARINGS ARE BASED ON THE CENTERUNE OF EL CAPITAN DRIVE STREET ASSUMED AS BEING N. 00'00'00" W. PER PLAT. 5. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM FIRM, I HAVE DETERMINED THAT THE SUBJECT PROPERTY LIES IN ZONE "X", NOT A SPECIAL FLOOD AREA PER FIRM PANEL M 12117CO070 F, DATED 9/28/2007, SEMINOLE COUNTY, FLORIDA. CLIENT: CHARLIE B. JONES JOB NUMBER 17-52 CADD DWG. FILE 17-52 COMMENTS FIELD DA TE OFFICE OA TE PLOT PLAN NA S.R.B. 3/JO/30 11 BOUNDARY SURVEY I B.W. 4120117 1 S.R.B. 4125117 II ROBIN HICKMON CHARLIE B. JONES SURVEYOR'S CERTIFICA-TE THIS IS TO CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. COTT BECHIR, P.S.M. PROFESSIONAL SURVEYOR & MAPPER FLORIDA REGISTRATION NUMBER 5807 SCOTTIS SURVEYING SERVICES, INC. LB # 7442 8 S. HWY. 17-92, SUITE 8—A DEBARY, FLORIDA PH. (386) 668-7332 FAX 668-7337 I II RECORD COPY E- I a Q' LOAD CALCULATION May 4, 2017 Hickman Residence 2545 E1 Capitan Dr. Sanford, F1. HVAC LOADS ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 0.00 TON 0.00 KVA 3 0.00 TON 0.00 KVA 4 0.00 0.00 0.00 KVA ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 3.00 KVA 0.67 3.67 KVA 2 0.00 KVA 0.00 KVA 3 0.00 KVA 0.00 KVA 4 0.00 KVA 0.00 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 9.07 KVA DEMAND LOAD @ 100°6 9.07 KVA OTHER LOADS GENERAL LIGHTINC 1764 SQ. FT. @ 3VA/SQ. FT 5.29 KVA SMALL APPLIANCE CIRCUITS a ( 3.00 KVA LAUNDRY CIRIT CU1 a 7 1 1. 50 KVA DRYER CIRCUIT DING 5.00 KVA WATER HEATER (1) 4.50 KVA WATER HEATER ( 2 ) SpNF R KVA DISHWASHER 1.20 KVA O PAR. DISPOSAL 0.80 KVA RANGE/ OVEN (1) 12.00 KVA RANGE/ OVEN (2) 0.00 KVA COOKTOP CIRCUIT 0.00 KVA MICROWAVE CIRCUIT 2.50 KVA WHIRLPOOL TUB CIRCUIT 0.00 KVA POOL CIRCUIT 0.00 KVA 0. 00 TOTAL CONNECTED LOAD (OTHER LOADS) 33.29 KVA 1ST 10 KVA (OTHER LOADS)@ 1000 10.00 KVA REMAINDER ( OTHER LOADS)@ 400 9.32 KVA TOTAL DEMAND LOAD (OTHER LOADS) 19.32 KVA HVAC LOADS 9.07 KVA OTHER LOAD 19.32 KVA TOTAL DEMAND LOAD 28.39 KVA MINIMUM SERVICE SIZE 118.28 AMPS RECOMMENDED SERVICE SIZE 150.00 AMPS ka 2" WCO JK 4"PVC (I STANDAF Wi CLEAT TO SEWER LATERAL SANITARY LAYOUT SECTION 905 VENT CONNECTIONS AND GRADES 905.1 Connection. All individual, branch and circuit vents shall connect to a vent stack, stack vent, air admittance valve or extend to the open air. TO SEWER LATERAL905.2 Grade. All vent and branch vent pipes shall be so graded and connected as to drain back to the drainage pipe by gravity. 905.3 Vent connection to drainage system. Every dry vent connecting to a horizontal drain shall connect above the centerline of the horizontal drain pipe. 905.4 Vertical rise of vent. Every dry vent shall rise vertically to a point not less than 6 inches (152 mm) above the flood level rim of the highest trap or trapped fixture being vented. Exception: Vents for interceptors located outdoors. 905.5 Height above fixtures. A connection between a vent pipe and a vent stack or stack vent shall be made at not less than 6 inches (152 mm) above the flood level rim of the highest fixture served by the vent. Horizontal vent pipes forming branch vents, relief vents or loop vents shall be located not less than 6 inches (152 mm) above the flood level rim of the highest fixture served. 905.6 Vent for future fixtures. Where the drainage piping has been roughed -in for future fixtures, a rough -in connection for a vent shall be installed. The vent size shall be not less than one-half the diameter of the rough -in drain to be served. The vent rough -in shall connect to the vent system, or shall be vented by other means as provided for in this chapter. The connection shall be identified to indicate that it is a vent. SANITARY RISER RFCORD COPY W KL SD S FF. rlnnx cc U C 0 o c C c Ea C U U w o Ict LO N U16--=_ 1 CEG COA/27213 EDUARDO AMaIANEDA, P.E. REGISTRATION 40040 2480 E. NICHI AN STREET ORLANDO, FL 32806 JOG N. P8778O vw By xP 85- 81 =7 smr Ass,aw PLUMBING PLAN P- 1 1- HETA20 1- HETA20 1 U LOADING CRITERIA RECORD COPY TOP CHORD LIVE LOAD 20p.s.f. TOP CHORD DEAD LOAD 7p.s.f. BOTTOM CHORD LIVE LOAD Op.s.f. BOTTOM CHORD DEAD LOAD 10p.S.f. TOTAL LOAD 37p.S.f. DURATION FACTOR WIND STANDARD ASCE7-10 WIND SPEED 140 m.p.h. BUILDING EXPOSURE C BUILDING TYPE VB J NOTE TYP.) IT IS THE RESPONSIBILITY OE THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 "DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. 1F HETA20 (TYP) 11- HETA20 (TYP) 17-889 OAR WARNING CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATIONS" (SCSI 1-03) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN, TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, ELEVATIONS, & BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. THE TRUSSES WILL BE BUILT IN ACCORDANCE WITH THIS LAYOUT" APPROVED BY: DATE: PHONE: (407) 880-4551 FAX: (407) 880-4552 i lam` A 1 YI 4 1 ZELLWOOD, FL HICKMAN RESIDENCE 2545 El CAPITAN DR JOB# 170159 DRAW: MS RECORD COPY KLP S & DS, INC \ K & M TRUSS INC ROOF TRUSSES FLOOR JOISTS ENGINEERED BEAMS HARDWARE TRUSS INDEX COVER SHEET 235 S. Maitland Ave. Suite 216 Maitland, FI. 32751 P: 407-947-7549 F: 407-374-2754 This package contains 24 truss drawings Job Identification = 170159B Builder = TBD Location = LOT 25 HICKMAN County = SEMINOLE COUNTY Building Code: FBC2010/TP12002 Wind Design: ASCE 7-10 Wind Speed: 140mph Cat. C Truss Software Design: Alpine Job Designer Design Method: Main Wind Force Resisting System ASCE 7-10 Roof Load:40 psf @ 1.25 Duration Floor Load: 60 psf With my embossed seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rules 61 G15-31.003 and 61 G15-23.002(2) of the Florida Board of Professional Regulation. The embossed seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. Refer to the individual truss drawings for the design loads applied. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI 1-2002 Sec. 2 and ANSI/TPI/WTCA 4 Section 2-4 Al B1 HJ7 A2 Cl HJ6 A3 C2 EJ7 A4 D2 CJ5 A5 CJ3 A6 CJ 1 A7 A A9 A10 All Al2 A13 A14 17-88 VN-DING, SANFORD OF/"ART 01111111//0q.40 0• AVELtA sr 4; No 40040 MAR 2 12017 STATE OF .' EDUAR P.E. REGISTF A,1@DI l 0040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 4_ Job: C170159B) -Country Run -KPS Design / 1Lili Value Set: 13B (EFFective 6/1/2013) Top chord 2x4 SP #2 :T2 2x4 SP #1: Bo t chord 2x4 SP #2 :B1 2x4 SP #1: Webs 2x4 SP #3 Lumber value set -13B- uses design values approved 1/30/2013 by RLSC Left end vertical not exposed to wind pressure. RII wind load cases on this truss have a 1.33 duration Factor. MWFRS loads based on trusses located at leost 7.50 Ft. From roof edge. 26'8" R-1371# U-172# RL-35/-89# H - H1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT 140 mph wind, 15.00 Ft mean hagt, ASCE 7-10, CLOSED bldg, not located within 9.00 Ft From roof edge, RISK CRT II, EXP B, wind TC DL=4.2 psF, wind BC DL=5.0 psF. GCp l (+/ ) =O. 1B Wind loads and reactions based on MWFRS with additional C&C member design. CJ) Hanger Support Required, by others Bottom chord checked For 10.00 psF non -concurrent live load. Deflection meets L/240 live and L/1130 total load. Creep increase Factor For deadloadis1.50. 36'8" 3B'1"6 9' 1 X6 [R2) 4_l R-1468# U-1B2# W-8- Rigid SurFace) RIGHT RRKE = 1'5"5 SEQ = 365954 PLT. TYP. -WRVE DESIGN CRIT-FBC2D14RE6/TPI-2007 FT/RT-20r(0z)/10(0) Q T Y= 1 T O T R L= 1 REV. 1 5. 0 2. 0 0 0. 1 2 1 ;52F$ E ustj.NI(!,• -'T'x tiia 4 ylj bt„ (q $, T. VLL,'4'Y"Ca n,FP32,79Pb rm 4tQ} —680 -.45& I FAx 407 - 45SO -4552 WRRNINGI** READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT** FURNISH THIS DRAWING TO RLL CONTRACTORS INCLUDING THE INSTALLERS. Trusses .91,". xirame o In Fobrlooting, hondiing hlypping, InstalI In nd broom . ReFer To and Follow the Istesi edition of SCSI [BuIlding Component So i'etys I Formotlon, by tP1 and VTCA9 for FetyofIcespriortoperformingcChaseFunctions. Installers hall provId. temporary broc ing par BCSI. G111.1. Unl noted atherwise, top hard shall hove properlyy ttoohed t—t— l sheathing and bottom ohord shollshays properly itoched Ipld I ling. Loco tTons how. For permanent loterol a tro lnt of w bs shall hoes broclnqq installed per BCSI s ctlons 63, 67 r B10, os ppllcoble. Rpply plates to each Foce F t.. s nd poelTion o hown above and n the Joint De tolls, unless noted of herwTse. R.Fsr to drowings 160R-Z For standard aiot poositlons. ITV Building Components Group Inc. Noll t be p Ib le for any ds lation Fram this drawing Failure to build The truss In oonFormonoe with ANSI/TPI 1, or for hondiing, shipping, Installollon I^BBaFtrweeee. R .wl on ihl drawing or oov.r pogo Il.ting ihl. drool ng, Indlootu 000.ptono. of proF..a anal ngl rn.r ing ...pon.lbl I ITy .ol.ly For the d..Ign .hovn. Th. ..I tobll ity nd ua. of thl droving For any truotur. I. th. r.aponalblII V of th. B 'Iding D..Ign.r p.r ANSI/TPI 1 s.a.z. For more InF—.t1— s a thls yob rol notes pa9a and these web sites: ITVBCG: w w.itwba9.com: TPI: w-tpl.ct.ar9: TCR: w .cbolndustry.°am: ICC: w w......fe.or9 Eduardo AVellaned P.E. #40 040 2480 E. Michigan S Orlando, , FT• U 1 TC LL 20. OPSF' rTDDL7. OPsr B C D L I 0 0 P S r B C L L 0• P S I TOT.LD. 37. SF' REF DATE 02-10-2017 D R W G 0/A LEN. 360BOO 0 UR . F R C. 1.25 J Q B #: 1 7 Q i 5 9 B SPRCING 2 4. 0 ' T Y P E HIPS- Job; L1/U15ytSJ-LounTru 1-tun -nF b Ues i gn / Hr Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bo chord 2x4 SP #2 Webs 2x4 SP #3 Lumber volue set "13B" uses design values approved 1/30/2013 by RLSC Deflection meets L/240 live and L/1BO total load. Creep increase Factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 Ft. from roof edge 17' in n 4XG v=) R-1375# RL-148/-143# H = H1 2'B" 36'8" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PRDGRRM FROM TRUSS MFRRS LAYOUT 140 mph wind, 15.00 Ft mean hggt, RSCE 7-10, CLOSED bldg, not located within 9.00', Ft from roof edge, RISK CRT IT, EXP B, wind TC DL=4.2 psF, wind BC DLw1 psF. GCpi(+/ )=0.1B Wind loads and reactions based on MWFRS with additional C&C member design. J) Honger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. RII wind load cases on this truss have a 1.33 duration factor. 38'1 6 17' R-1463# W-8- CRlgld Surface) RIGHT RRKE = 1'5"5 SED = 365910 PLT. TYP.-WRVE DESIGN CRIT-FBC2O14RES/TPI-2DOJFT/RT-20L[OY.)/10l0) OTY= 1 TOTRL= 1 REV. 15.02.00C.121ZCFEE=0.2261 WARNING]** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTRNT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T C L L 20 0 P S f R E F Trw.... .ywire xirere o 1n Fobrlaating, hondling hl ping, Inetaillnp nd broomg . R.Fer to end Eduardo Avellane aFollowtheiciesteditionofSCSI [Bullding Co,p,,, t Sa{'e Tey IpnFornctlan, by TPI .rd VTCRJ for feTy / ailoee prior to performing these Functions. Inetollere hall provide tenpo...y brocing par SCSI. T D DL 7 P S r D RT E 02 -1 0 - 20 17rlesenaiadothe,,I..' top hard sholl hove properlyy attached truoturol sheathing and bottom chord P.E. #40 040shallhaveproperlyttochedigldtelling. Laoat7ons hewn For per ronent lateral reatralnt of w bs / titer--,.., shol hove bracing Installed per SCSI s ctlons 63, 67 r 610, os ppllcobls. Rpply plates to each Fooa BC OL O PST/ DRWG i '(' USS f`l,,, ;#: f trues nd poel ion o hown above and n the Joint Detalle unless noted of hp— se. 2480 E. Michigan 0 OPSIReftdwing160R-Z Farst.rd.rd eplot poo Itlons. C L L28A4, N, 0.. & T. ITW Bullding Conpo nts Group Ina. hall t 6 p Ible For any deviation fron this drawing Failure to build the truss 1n confornonoa wish ANSI/TPI 1, or for hondling, shlpping, lnstollo lon z Iwoon,E 327$8 n oln of trwe.e Orlando, Fl. TOT.LD. 37 . O sf 0/R LEN. 36oeooRuoonihI drawingg or oov.r P.B. 11.ting thl. dlo 1ng, Indloot...... ptono. of proF.a.lonol p y ,ol.ly for the d..lgn ,hown. Th. aultoblllI and w.. of Thl. drawing 1 . 2 5 J D B # ' 1 7 0 1 5 9 Bforany .truot— I. th. r..pon.lblllty of Th. Bullding Dulgn.r p.r ANSI/TPI I s...2. D UR . F R C VAX. 40'7*880-4552 For more 1nFormotlon e a this Job a general note. pogo and these web eItee: SPACING 24ITVBCG: w u. rtubog.00m: TPI: - tpinst.org: TCR: w .sb,l, atry...m: ICC: w w.1....Fs.arg 0TYPE HIPS 4 1-1 I ICI J U=n I Ljl I/ non Volue Set: 13B (EFFective 6/1/2013) Top chord 2x4 SP #2 Bo chord 2x4 SP #2 =B3 2x4 SP #I: Webs 2x4 SP #3 Lumber volue set -13B- uses design values approved 1/30/2013 by ALSC CJ) Hanger Support Required, by others Bottom chord checked For 10.00 psF non -concurrent live load. All wind load cases on this truss hove (a 1.33 duration Factor. 13'6"8 R=1272# U-149# RL-107/-114# H = H1 IHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT All plates are 3X4 except as noted. CT*) 1 plate(s) require special positioning. ReFer to scaled plateplotdetailsforspecialpositioningrequirements. 140 mph wind, 15.00 Pt mean hat, RSCE 7-10, CLOSED bldg, not located within 9.00Ftfromroofedge, RISK CRT IT, EXP B, wind TC DL=4.2 psF, wind BC DL=S.D psF. GCpi (+/ )=O.1B Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/24O live and L/180 total load. Creep Increase factor For deadloadIs1.50. MWFRS loads based on trusses located at least 7.50 Ft, from roof edge 6.8,. i. 15' R-258plF U-1OOplF W-5'4" Rigid Surface) SEC = 365995 PLT. TYP.-WAVE DESIGN CRIT-FBC2014RE5/TPI-2007FT/R7-2OZ(0X)/10[0) CTY= 1 TOTAL= 1 REV. 15.02.000.121?3CF[LE=0.2447 yM1.'+. LU Ss , i; N C, 2,844. R..0... $[, T. zELLwaan,rL3,2796 PH: 407-,80-4r551 FAX L![il'7-:580-Ia:.rjl!2 WARNINGIN READ AND FOLLOW ALL NOTES ON THIS DRRWINGI IMPORTANT+a FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses .quire .trams o In Fob, Icoting, handling hippping, Instolllnq nd br.o Inq. R,Fer to and Follow the latest edition of SCSI [Building Component SoWeis 1nFormotlon, by TPI and VTCR) For Feiypsties. prier Ta performingc these FunatI.— I —tall.,. hall provide temporary brooing per ecs7. Url e noted otheruls., top hard shall have properlyy itoahed Truoturol sheathing and bottom chord shall have properly itoched Ippld calling. L... tTo,, how. For permanent lot ... I a t—I nt of m be shall hove b,acln installed per dCSI s ctl.ne 63, B7 r B10, a ppl lcable. Rpply plates to each foesFtreendpoelionolawnoboe. and n the .Io l nt het. I I., n .ee .ot.d oTh.ruT... Refer to draWing 160FIZ Fo standard plot n osltlons. ITVBuildingCampont. Group Ins. .hall t b p Ible for any d.vlotlon Fram thl. drawing Failure to build Tha Truss i. oonformanoe with ANSI/TPI 1, or For hondling, shipping, Instol'Io11on alnBB aF tr R awl on ihl• drouing r ov.r pog. 1tating thl drouing, Indloot.• a...ptono. of proP... lanai n9ine- Ing raaponalblllty solely For the d..lgn .houn. The .u1t.blllTy and ut. of th1. drouing For any at ... +.,. Ia the r..ponelblllty oP the Bulldlng Designs p.r ANSI/TPI 1 sea,2. For more Information . o this Job g aroI Hots. poga and these web sites: ITWBCG: u.Itubog.00m: TPI: u Apinct.arg: VTCR: u .sbclndustry.aam: ICC: W W......P..a,g Eduardo AVellaned P. E. #40 040 2480 E. Michigan S Orlando, Fl. llTC LL 2O . OPsf' T C D L 7 0 s f B C D L 1 0 . O P S r B C L L 0 . O P s f TOT. LD. 37 . 0 sf 0/R REF DATE o2 -1 0 -2017 D R W G LEN. 350208 D UR . F R C . 1.25 D B # ' 1 7 0 1 5 9 B SPACING 2 4. 0" TYPE HIPS ob: (1/U1byt3J -Country Run -KPS Des i qn / R4 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bo t chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/3D/2013 by RLSC Deflection meets L/240 live and 1-/180 total load. Creep increase factor For deadloadIs1.50. MWFRS loads based on trusses located at least 7.50 Ft. from roof edge. 13' R-1375# U-161# RL-117/-111# H - H1 10'B" 36'B" THIS DWG. PREPRRED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 15.0D Ft mean hot, RSCE 7-1D, CLOSED bldg, not located within 9.00PtfromrooFedge, RISK CRT II, EXP B, wind TC DL=4.2 psP, wind BC DL=5.0 psf. GCpi (+/-)=0.1B Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Requlred, by others Bottom chord checked for 10.00 psF non -concurrent live load. All wind load cases on this truss have a 1.33 duration Factor. 38'1"6 13' IL 4_-_I R-1463# U-182# W-8- Rigid Surface) RIGHT RRKE 1'5-5 P L.T. TYP. -WAVE DESIGN CRIT-FBC2014RE6/TPI -2007 FT/RT-20Y. (0Y7 /1D f07 OTY= 1 TOTAL= 1 REV. 15.02.000.121WFEE 0.2261o*WRRNINGI** READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPGRTRNTfw FURNISH THIS DRAWING TO ALL CONTRACTORB INCLUDING THE INSTALLERS. Trusses squire xtrame o in Fobr l oating, hondling hlyPpl,q, Instolllnq nd broo lnq. ReFer to EClU1Yd0 AVellaned TC LL 200. OPSF REFand follow the latest edition of SCSI (Buli11' g Component SoFetys InFormotlon, by TPI and WTCRJ For Fetybrcticaspriorioperformingthesefunotlons. Installers hall prov lda temporary bracing par SCSI. lass noted otherwise, top hard shall hove propsrluu ottoohed truoturol shoo thing and bottom P.E. #40 040 T C D L c7 . O p SP D R T E D 2 -1 D -2017 ic "*e,{ _ yg chord shalt hove properly ttoch.d Ipld calling. Loco tTons hown For permanent loterol s trolnt of w bsshallhavebroclnqqInstalledparSCSIs .done B3, B7 r BID, os pplicoble. Rpply to each Face B G D L 11 O S I D R W GCNC, placesFtruesndpoeltionohownaboveandntheJointDetolle, unless noted otherwTee. ReF t d 160fl Z Fo 2480 E. Michigan S P 8.,+74 ,J G ELT. wing st.rd.rd splo} po Itlane. ITW Building Campo nta Group Inc. hall t b pp bla For any deviation From this droving B G L L O O P S ZRIJv OO-M, r,.32?gg nyrFallura to build the truss In conformance with flNSI/TPI 1, or for hondling, shipping, Inatollo lonbainggaFtrwaaaa. Orlando, Fl. T 0 T 3 7 ORuolonthl. drawingg or oov r pog. 1101g thl. drawing, Indloats• a000ptanoo of propualonol L 0 . S r 0/R LEN. 360e00 H 40 $ .. $ry ngln r lag r.np—lblllfy aol ly For th• di.lgn shown. Tho sultoblltty and uu of thl drawing forany •t—tu'. I the rupon+lbl l ity of th. Bul lding BWq— per ANSI/TPI 1 S-2. OUR FRC 1.25 JOB # : 170159B rA-X 407 - 4150 4552 For more IrF--- flan ... thle ,Job q erol notes pog a and these web .tree: ITWBCG: bo3.cwom: ww.ltTPI:—tpinst.org: TCR: w—boindustry.com: ICC: w w.laasaFe.arg SPACING 2 4 . " T Y PE HIPS Al i - . I I I u "" I INI i yl I / I ICI I Value Set: 13B [Effective 6/1/2013) Top chord 2x4 SP #2 Bet chord 2x4 SP #2 Webs 2x4 SP #3 Lumber velue set "13B" uses design values approved 1/30/2013 by RLSC CJ) Hanger Support Required, by others Deflection meets L/240 live and L/ieD total load. Creep increase factor for dead load Is 1.50. 11'6"e 10'B- iHib UWb. F'KtrHKtU aY IHt HLF'iNE JUd ULSIUNER PROGRAM FROM TRUSS MFRRS LAYOUT 1 plote(s) require special positloning. Refer to scaled plateplotdetailsforspecialpositioningrequirements. 140 mph wind, 15.00 Pt mean hggt, RSCE 7-10i CLOSED bldgi not located within 9.OD Ft from roof edge, RISK CRT I1, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCp i (+/ ) =O. 1 B Wind loads and reactions based on MWFRS with odditional C&C member design. Bottom chord checked for 10.00 psi non -concurrent live load. R I I wind load cases on this truss hove a 1.33 duration Factor. MWFRS loads based on trusses located at least 7.50 Ft. from roof edge j- 3 5 ' 2 "8 R-1319# U-155# RL-92/-99# H = H1 13' R-1328# U=155# SEO = 365890 PLT. TYP.-WAVE DESIGN CRIT-FBC2D14RES/TPI-2007FT/RT-20L(0Y.)/1D(0) OTY= 1 TOTAL= 1 REV. 15.02.0OC.121=fFLE=0.2447 iwo' 4 i r,. ,„e.„; g h iy S. I, I; 4"%j 8 4 A X..ICB'BL T zQa Swr[Ia z" 3 79 Pik'. 407-8180-415,51 Pam,. 407-850-4552 WRRNINGI** READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT** FURNISH THIS DRAWING TO RLL CONTRACTORS INCLUDING THE INSTALLERS Trusses .quire utreme o In Fabrlooiing, handling hippping, Installing nd bracing. 1,Fer to and Follow the latest edition of BCSI (Bullding Component So ('etye 1 Formation, by TPI and 1lTCRJ For F. per BCSI. pp cticee prior io performingo these Funoti ons. Installers hall provide temporary br acin91P. Urisss noted otherwise, top hard shall hov. proper)yy attached truoturol sh..thlny cnd bottom chord have properiy tt..h.d I Id c.l ling. LocatT ons hown For permanent lateral e trolnt of w bsshallhavebrcingIns}oiled r BCSI s ctlons B3, B7 r B10, os Ilcobie. FlIy lots to each face ftrussandposl7lonohownsoboveandntheJointDetolle, uniees noted of hePwTse. ReFer to drawings 160R Z For .tondord splate poosltlons. ITNBulldingCampontsGroupIna. hall t b P ,bla For any devlot9on FrPP t1, drawing y 'allure to build the trues In conformanoe with ANSI/TPI 1, or far hondlln .Z In In toll.}Ion n6Raainp of trweee.. ual on ihl• drouingg r over pogo Ilating thl drawing, Inds ootu caoaptono• of proF`.0 )anal ngln ring r pon lblllty ..wj For th* d*Hgn shown, Thy ulteblllty end use of thu dreuing for any struotur 1• th.—pon.lblilty of the BuJ lding O Igrnr per RNBI/TPI 1 6 a.2. For more information ... thl. Job g arol note. po a and these web sites: ITWBCG: w [ t,bog.c : TPI: w.tpin.t.o,•g: TCR: w .a6oina etry.00m: ICC: w w.laaeofa.ory Eduardo AVellaned P.E. # 40 040 p T,{ y + 2400 E. 1V11Clllgan J Orlando, Fl. U TCLL 20 , OPsf T C D L 7 O P S r B C D L O O P S r B D L L 0 O p s TDT.LO. 37 . 0 SF REF DATE 02 - 10 - 20 17 D R W G 0/R LEN. 35020E DUR.FRC. 1 . 25 JDB # • 170159B SPACING 24 . 0 " TYPE H I P S JOB I L1 / JID::I 5J -LOun I Pq nun -nro ues 19n / nu Volue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bo chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "13B" uses design values opproved 1/30/2013 by RLSC Deflection meets L/240 live and L/180 total load. Creep increase factor For dead load is 1.50. MWFRS loads based on trusses located at leost 7.50 Ft, from roof edge. 11' R-1375# U-162# RL-101/-96# H - H1 14'B" 6'8" in uW0. r(CCrT1"nu 1 I m -11— JU CI UG0-1— FMUUMM11 rt'(UII INU55 I-IrK 5 LMTUU1 140 mph wind, 15.00 Ft mean hpt, RSCE 7-10, CLOSED bldg, not located within 9.00 Pt from roof edge, RISK CRT III EXP B, wind TC DL=4.2 psf, wind BC OL=5.0 psF. GCp i (+/ ) =O. 18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Bottom chord checked for 1D.00 psf non -concurrent live load. All wind load cases on this truss have o 1.33 duration Factor. 38'1"6 R-1463# U-183# W-B" Rigid Surface) RIGHT RRKE = 1'5"5 SED = 365945 PLT. TYP.-WAVE DESIGN CRIT-FBC2D14RES/TPI-2D07 FT/RT-20L(0Y)/10(0) Q T Y= 1 T O T R L= 1 REV . 15.02. 00C. 121 32F5_E = 0. 2261 gam, y. ,I g° r : K. 0, i& T. 7:g ,a'vl oan TrLSZ7 a];i}i1_918C1"e 5rri9 FAX 407- 85-0- ,Q552 WRRNINGI** READ AND FOLLOW ALL NOTES ON THIS DRRWINGI IMPORTPNTNa FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trwssa: egwlra xtrana c In Fabricating, handling hl ping, Inetollin nd brooln . RePar to and Fa a aw the iatast aaltlan ae ecsl (Rwllding Component saba+s gnfarmatlan, by Pi and uTCR For eerypcticespriortoperformingtheseFunctions. Instoliers hall provide temporary brooing par 9L6I. Url s noted otherwise, top hard shall hove properlyy ttoohad tructurol sheathing and bottom chord hove properly ttoched Igld telling. LocotTons hown for permanent lotsral e tralni of w behovebrocinqinstollsdperBCBIactlons63, g7 r a1o, os ppllcoble. Reply plates to loch face f truss nd position o hown oboes and n the Joint Dstol ls, wnlasa noted othsrwT se. Ref t d wing 160R-Z fo standard aplot pao Itlons. ITN Bwllding Conpo nta Growp Ina, hull t 6 p 1 1, For any davlotlon From this drovingnyP. lure to build }he trues In oonformonoa with RNS7/TPI 1, or for handling, shipping, Instal ioiion 6 "'8 aF trw®see. R ..I on thin drowing or oovar pogo Ilatlng thla drawing, indloat.. 000.Ptnnoa of proFu lonol anglnaaring raaponalbl l ley aolaly For iha dulgn shown, Th. a Itob1111y and uaa of thin drowing for any tr-twra I• the raaponaibllity of the Building Dulgrnr par ANSI/TPI 1 Saa.2. For Wore InFormation a a this ,Job s general notes page and these wa6 alias: I7WBCG: w w.Itwbog.00m: TPI: w w.tpinct.o S: TCR: w .sboln stry.aam: ICC: w w.l aos.F- org Eduardo AVellaned P.E.#40040 248 0 E. Michigan S Orlando Fl. TC LL 2 . S P T C D L % . O P S I O 0 SBCDLP BC L L O OPSI TOT . LD . 37 . 0 s f REF D A T E 02 1 D 20 17 D R W G D/R LEN . 3Goeoo DUR.FRC. I . 25 JOB #' 17D159B SPACING 24.0" TYP E HIPS lJ. \ul I I\I J UCH I l.{I IJI I Volue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bo chord 2x4 SP #1 :B2 2x4 SP #2: Webs 2x4 SP #3 Lumber value set -13B- uses design values approved 1/30/2013 by RLSC RII wind load cases on this truss hove a 1.33 duration Factor. MWFRS ]cods based on trusses located at least 7.50 Ft. From roof edge. M R-1463# U-183# RL-96/-ill# W-B" Rigid Surface) LEFT RAKE = 1'5-5 PLT. TYP.-WRVE 28,44, Ni 6.RT. ZZELLWOO:Li', F1, Sa798 PH. 407 - 880 - 4551 Info uwu. n.r nn u w1 I— M-11NC uuo Jr OJUINLrt rMWltnl'I rrtu I -I IKU55 MI-R'S LHYUUI 140 mph wind, 15.00 Ft mean hot, RSCE 7-10, CLOSED bldg, not located within 9.00 Ft From roof edge, RISK CRT II, EXP B, wind TC DL=4.2 psF, wind BC DL=5.0 psf. GCp i (+/-) =O. 18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For 1D.00 psF non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase Factor For dead load is 1.50. 14'8- 36'8- 38'1"6 DESIGN CRIT-F8C2014RES/TPI-2DD7 FT/RT-20f.(DY.)/1D(0) O T Y= 1 TOTAL = I WARNINGl#* REPO RNO FOLLOW ALL NOTES ON THIS DRRWINGI IMPORTANT*• FURNISH THIS ORRWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses .quire .irana o in Fobrlcoiing, hondling hl ppinq, lnstollln nd brocln R.P.to and elI_ iha latest edit I. of SCSI (BW ' ding Component So '.te 1nFormotlon, by 7P1 and WTCR for FetyotiosepriortoperFormingothee. Function.. Inetoliars Noll provide temporary brooing per BCSI. it ese noted oth.rulse, top hord shall hove properi ottooh.d truoturoi sheathing and bottom chordlollhoveproperlyttoched1pdc.111 ng. Lo..tone how. for pernonent loterol a trolnt of u be all hove bracingq Installed per BCSI s otl one 83, 87 r 810, o ppllcable. Replyy plots to each Face truss nd poelTlon a houn above and n the Joint Detoll., unless noted otherulae. W., to drauing. 1HOR-Z For stondord splote poosltlons. ITW Bullding Conponents Group Inc. Noll t be P Ible for any deviation Fron this drauing iy Failure io build 1h. truss In co,r....... with RNBI/TPI 1, or for hondling, shipping, Instollo lon 6 c:ngg of truveea. R • of on iha droningg r cover page l utl ng this drauing, Indicate• moapiano• of prof`esalonol g]near ing —po Ibt1,1lty solely For iha dnlgn shown. The suitnblllty and use of this droning m any truoture I the raaponsiblllty of the Bullding Dulgnar par ANSI/TPI 1 Sao.2, For Wore Infornotlon a e this Job noqro te. pop. and thee. W.b .Its.: ITWBCG: u u.Itubog.00n: TPI: u u.tpinet.arg: gTCR: u .ebclnduetry.com: ICC: u.l.... F..org M R-1375# U-162# SED = 365BB7 REV. 15.02.ODC.121T01$E =0.226E Eduardo Avellaned P.E. #40040 2480 E. Michigan S Orlando, F1. Tc LL 20 . OPsf TC DL 7 . OpsF BC DL 10.Opsf BC LL O.OPsf TOT.LD. 37 . 0 sf REF DRTE 02-I0-2017 DRWG 0/R LEN. 360800 DUR . FRC . 1.25 JOB # : 170159B SPACING 24.0" TYPE HIPS Job:1170159B)-Countru Run -KPS Design / A6R Value Set: 13B CEFFective 6/1/2013) Top chord 2x4 SP #2 Bet chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by RLSC All wind load cases on this truss hove a 1.33 duration factor. MWFRS loads based on trusses located at least 7.50 Ft. From roof edge. 9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LRYOUT 140 mph wind, 15.00 Ft mean hqt, RSCE 7-10, CLOSED bldg, not located within 9.00FtFromroofedge, RISK CRT IT, EXP B, wind TC DL=4.2 psF, wind BC DL=5.0 psF. GCpi (+/-)=0.1B Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For 1D.00 psF non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase Factor for deadloadis1.50. 18'8" 9' 6X6 X4 =3X5 1112X4 =6X6 T 12 5 z2X o2X4 4X6 (R Fill F-414=1 = 4X6 3 = =3X =3X =3 36,81, 38'1"6 R-1463# U-1B4# RL-80/-85# W-B" Rigid SurFace) LEFT RAKE = 1'5"5 R2 R-1375# U-163# PLT. TYP. -WAVE DESIGN CRIT-FBC2014RES/TPI-2007 FT/RT-20X(0X)/1D(0) OTY= 1 TOTAL= 1 REV. 15.02.000 . 121 C E=062g64WRRNINGI** READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Eduardo AVellaned TC ILL 20. OPsf REFTrusseaequlrextrenaoInFabricating, hondling hipping, Installing nd broo mq. Refer to andrr' Follou the latest ed It ion of SCSI (Bullding Component Soi'etys information, by TPI and WTCRI For Fety ry,. oil oes pr for to perFormingo these funct lone. Installers hall provide tampor ary brooing per BCSI. TC DL 7. 0 si DATE 02-ID-2DI7 '\ erless noted oth-ruise, top Nord shall hove properlyy aitoohed truotural sh-othing and bottom ohord P.E. #40040 P shall have properly ttoched Ipld celiing. LocotTon- hown For permanent lateral ra tralni of w be ( shall hove brocln Ins}oiled per BCSI - ctlon- B., B7 r B10, o ppllcable. Rpply plot-- to each Foos BC D L 10 . 0 P S r D R W GIr`R s.1 F trwee nd poel ion o hown oboe and n the Joint oetol l., do e.. noted otherwT- 2480 E. Michigan S Bc LL 0. OPsfR.F to drowing 160A-Z F standard splot po-itlons. 2 45 44. ZT. CY. $ T. ITN Bullding Compon n 'Troup Ina. Noll of b p ble for any deviation From this drowing Orlando, Fl. ny Failure to build the truss In conformonca with ANSI/TPI 1, or for hondling, shipping, Instollo lan T 0 T . L D . 37O S i ZE.e,+r OOD, FL 3A79s 6 alnBB eF +r see,. 0/ R LEN . 360800 R .. on thI. drove ingg or oov.r pog. IIat ing thIa drowing, Indloot.. oco.ptonos of prof...lonol PtL 40 B&D!- 455 3 *n9lni..ln9 ...pon.lbl I y .ol.ly for the d..19n .hown. Th. .Ultob1111yy and we.or thl. drowing F., any iruotur. I. the r..pon.lbllity or the Bullding Du19n.r par RNSI/TPI I S.o.2. D U R. F A C. 1.25 J O B #: 1 7 0 1 5 9 B i'`. QQ''`:+(-'A:S For more Information .. thls Job g oral Hates pm and these web sites: HIPS ITWBCG: w u.liwbcg.00m: TPI: w u.tpinst.ar9: WTCR: u .-bclndu-try.aam: ICC: w.laa-aFa.arg S P A C I N G 214 . 0" TYPE 1. "/ '_,i iNul I I'll Value Set: 13B CEFFective 6/1/2013) Topp chord 2x4 SP #2 :T2 2x4 SP #1: T3 2x4 SP #2 Dense: Bat chord 2x6 SP #2 :B2 2x6 SP #1: Webs 2x4 SP #3 :W10 2x4 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by RLSC Special loads Lumber Dur.Foc.=1.25 / Plate DUr.Foc.=1.25) TC- From SS plF at -1.45 to 55 pIF at 7.00 TC- From 28 pIF at 7.00 to 28 PIP at 36.67 BC- From 4 plf at -1.45 to 4 plf at 0.00 BC- From 20 PIP at 0.00 to 2D PIP at 7.03 BC- From 10 plf at 7.03 to 1D plf at 36.67 TC- 232.75 lb Conc. Load of 7.03 TC- 166.B8 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,18.33,19.60,21.60,23.6D,25.60,27.60,29.60,31.60 33.60,35.60 BC- 45D.64 Ib Conc. Load at 7.03 BC- 125.39 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,18.33,19.60,21.60,23.60,25.60,27.60,29.60,31.60 33.60,35.60 140 mph wind, 15.00 Ft mean hqqt, RSCE 7-10, CLOSED bldg, not located within 9.00 Pt from rooF edge, RISK CRT II, EXP B, wind TC DL=4.2 psF, wind BC OL=5.0 psF. GCpi(+/ )-0.18 Bottom chord checked for 10.00 psP non -concurrent live load. Colculated vertical deflection is D.48" due to live load and 0.62" due to dead load at X = 18-10-12. 3 DE1 nio uwu. uuu rRuumnii rr(un IKUbb M-N b LMYUUI 2 Complete Trusses Required Nall Schedule:0.128•'x3•', min. nails Top Chord: 1 Row 012.00" o.c. Bet Chord: 1 Row 012.00" o.c. Webs : 1 Row 0 4" o.o. Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Deflection meets L/24D live and L/1BD total load. Creep increase factor for dead load is 1.50. RII wind load cases on this truss hove a 1.33 duration Factor 2334 1674 167# 167p 167q 167# 167q p 167# 1OL2.z1s7 zzlsjp3Sx1 T 2. z1s7 ls7j + ts' i' 1' 17.0.6 7 T i'' 1f --A r- z$ z f z• z z• z g z i 7' 1'44 R=3314# U=456# W=8" Rigid Surface) LEFT RAKE = 1'5"5 29' 8 •• 0 1^ o n 36'8" 38'1"6 451# 12St 125# 124 125# 125#125#125i1 125# 125+# 125# 125ri 125# 125# 125# 125k R=3478# U=4744 SEO = 365962 PLT. TYP.-WRVE DESIGN CRIT-FBUD14RES/TPI-2007FT/RT-20Y.(D/)/1D(D) OTY= 1 PLIES= 2 TOTRL= 2 REV. 15.02.000.1217-5CFEE=0.1418 WARNINGI** REPO RNO FOLLOW ALL NOTES ON THIS DRRWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INBTALLERB. Eduardo AVeIlaned TC LL 20 . pS REF Trusses aqulre ><trane o In Fobrloatln9, handling 1,1PPping, Inotolllnq nd broolnqq. ReFer to and F Follow the latest edition of SCSI (Building Component S.Fety Infornotlon, by TPI and WTCR7 For Fety T G D L 7 0 p S r 0 RT E 02 -1D '20 17ppatloeepriortop-l'orminga these Functions. Installers Noll provide temporary bracing per SCSI. p,E. #40040unlessnotedotherwise, top hard shall hove proper) oitoohed }ructurol sheathing and bottom chard 1 f shall hove properly ttoched GId cellln9. Locations shown For permanent loteral a troini of w be B C D L .1 0. 0 p S I D R W GshallhovebrocinIna}oiled per SCSI s ct l one 11 B7 r ll0, os ppllcohle Rpply ploisa to acch Foce L. us"i.. F trwee nd poeliton o hown above and n the joint Cetolle, wn eee naiad aiherw)ee. 2480 E. Michigan S ReFer to drawings 160R Z for standard eplote nosltl ons. T'! BC ILL 0• 0 p S 18A. r. e. R T. ITW Building Conponanis Group Inc. hall of be P ble For any deviation Fron ihie drowin9 Orlando Fl. ny Follure to build the truss In oonformonoe with RN5]/TPI 1, or far handling, shipping, Instollo lon z rooa, Fs U7a6 6 oln or ,r aeae. TOT. LO . 37. 0 sf O/R LEN. 36DBOO R eo on this drowing or cover pog IIet l ng thIa drowing, Indleotee oaceptanae of proFeaelonal PH 407 _ 8,80 -4551 mglnnring reaponalbllliy solely For the design shown. The sultablllty and ua of thla drowing OUR. F R C . 1.25 J 0 B # ' 1 7 0 1 5 9 Bforanyet,u.ture Is ih* eaponelblllty of the Building Designer per ANSI/TPI I S- 2. rAX 4.07 - 5150 ,.4 552 For mare nFarnat l an ... this ,Job a genera l nataa pope and thee. web e l tee: S PACING 2 4 . 0 " H I P M17WBCG: u w.1tubo9.o : TPI: w w.tpinct.or9: TCR: w .cbaln ciry.com: ICC: w w.lacs.Fa.org TYPE Job: L1/U1bybJ-LounTrq Hun -P(I'S Design / R7 Value Set: 13B [Effective 6/1/2D13) Top chord 2x4 SP #2 :T2 2x4 SP #1: Bo chord 2x6 SP #1 :B3 2x6 SP #2: Webs 2x4 SP #3 :W2 2x4 SP #2: Lumber value set "13B" uses design volues approved 1/30/2013 by RLSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 28 pIF at 0.00 to 28 PIP of 29.67 TC- From 55 plf at 29.67 to 55 plf at 38.11 BC- From 10 plf at 0.00 to 1D PIP at 29.64 BC- From 20 PIF at 29.64 to 20 PIP at 36.67 BC- From 4 RIF at 36.67 to 4 plf at 38.11 TC- 166.88 lb Cora. Load at 1.06, 3.06, 5.06, 7.06 9.06,11.06,13.06,15.06,17.06,18.33,19.60,21.60,23.60 25.60,27.60 TC- 232.75 lb Conc. Load at 29.64 BC- 125.39 lb Conc. Load at 1.06, 3.06, 5.06, 7.06 9.06,11.06,13.06,15.06,17.06,18.33,19.60,21.60,23.60 25.60,27.60 BC- 45D.64 Ib Conc. Load at 29.64 140 mph wind, 15.00 Ft mean hot, ASCE 7-10, CLOSED bldg, not located within 9.00 Ft from roof edge, RISK CRT II, EXP B, wind TC OL=4.2 psf, wind BC DL=5.0 psf. GCp i C+/-) =0. 18 LeFt end vertical not exposed to wind pressure. CJ) Hanger Support Required, by others Calculated vertical deflection is D.48" due to live load and 0.62" due to dead load at X - 17-11-0. PLT. TYP.-WRVE THIS DWG. PREPARED BY THE RLPINE JOB ESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2 Complete Trusses Required Noll Schedule:D.128"x3", min. nails Top Chord: 1 Row 012.00" o.c. Bo Chord: 1 Row 012.00" o.c. Webs : 1 Row 0 4" o.c. Use equal spacing between rows and stagger noils in each row to avoid splitting. Wind loads and reactions based on MWFRS. Max JT VERT DEFL: LL: 0.413" DL: 0.62". See detolI DEFLCRMB1014 For comber recommendations. Provide for adequate drainage of roof. DeFlection meets L/240 IIva and L/1B0 total load. Creep increase Factor For deadloadis1.50. RI wind load cases on this truss have a 1.33 duration Factor 16711 167# !67# 167# 1670 167# 167# 167# 1G7 167 167p 7$ 167#1672iz2 '1 z' '2 't^2 `{- fir? t 2' T z 2 -W-7'0..6 ------ 29'8- 36'B" 38'1"6 7 ' --"{ 1'44 T m R17 ro 1 1 125# 125i1 125# 12A 1254 12A 121 125k 125#125#125# 12A125# 12A125# 451# R=3478# U=474# R=3314# U=456# W=8" H = H1 (R SIgld wrFace) RIGHT RRKE = 1'5"5 SED = 365959 DESIGN CRIT-FBC2014RES/TPI-2007 FT/RT-20Y.(OY.)/1D(0) D T Y= 1 PLIES = 2 T O T R L' = 2 REV . 15 02 O D C. 1 2 1 ?3C.f9 E .0 1 L 1 4 WPRNINGI** REPO AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT** FURNISH THIS DRAWING TO RLL CONTRACTORS INCLUDING THE INSTRLLERB T C L L 2 0. 0 s F REF Tr....s egwlra Kira.. o In Fobriaoting, hondling hipping, Inatolllnq nd brae mpp. Refer to and Eduardo Avellaned P a:F "a4i Follow the latest edition of BC51 (Bullding Component So 'etye I Formation, by TPI and VTCFI for FaTy + 4 pp of lass prior to parformino these funotlons. Installers hall provtda tamparory brooing per BCS1. TC DL 7 OPSi" DATE 02-10-2017 I Orissa noted otherwise, top hard shall hove properly at toah.d truotural sheathing and bottom ohord P.E. #40040 shall hove properly attached Ippld ceiling. Locations hewn For permanent lateral esiroinT of w be (r y,."--•s shall hove braoinq ),.to I led per BCSI s otions B3, B7 r B1a, a Ilcabla. R lutes to each face B C D L 10 0 S r D R W G r'v TR (LS 'Iy. • ,j is :7 F truss nd poo l i l on o hewn above and n the Joint De to l In, un l ess noted othePw ea. 2480 E. Michigan S O Q P S rReFertodrawings16DR-Z for standard eploia po6ltlons. BC L L PN.. Q,. E. T. ITW Bullding Component. Group Ina. hall of be p Ible For any deviot ion Fram ihla drawing '! ny Fol lure to build the trues in conFormonce with RN5]/TPI 1, or for hondling, shipping, Instollo{Ion Orlando, Fl. zRL!waorr, F7 3,2798 6 alnl an trwaaea• r TOT.LD. 37 . 0 sf O/R LEN. 36oeooRo0onihladrouingoowrpogoIuiingihladrouing, Indloot as aooaptono. of proFoalonol Pi`L , _, ,_,+ ' anglnaar Ing ramponalbl l ley aol.ly for th. d.algn shown. Tha aultabl Ilty and u of thi. drouingForanyat...tura 1. th. rupon.iblllty of th. Bullding O..Ign.r par ANSI/TPI iaS- 2t. D U R . F R C . I 2 5 JOB # : 1 7 0 1 5 9 B FAx 407 - 680 -+4552 For nor. InFo,,natlan a . thin Jab ..I note. po . and thee. web sit..: S P R C I N G 2 4 _ 0 TW8CG: w w.ltwbag.aam: TPI: , ip-t-q: aTCR: w .ab-'-try.aam: ICC: w w.I.... a.arg TYPE H I PM JV V l l/ V 1JJVJ V V VI I t I t i l / I IU Value Set: 13B CEFFective 6/1/2013) Top chord 2x4 SP #2 Bo chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by nLSC CJ) Hanger Support Required, by others Deflection meets L/24D live and L/180 total load. Creep increase Foctor For dead load Is 1.50. 16.10"e R-1316# RL-148/-149# H - H1 35'2"8 ulvcn rnwrtnll rmul-I IMUOJ 1-1r Ft b (_11TUUI C) 1 plate(s) require speciol positioning. Refer to scaled plate plot details For special positioning requirements. 140 mph wind, 15.00 Ft mean hgti RSCE 7-10, CLOSED bldg, not located within 9.OD Ft From roof edge, RISK CRT II, EXP B, wind TC DL=4.2 psF, wind BC DL=5.0 psP. GCpi (+/ )=D.1B Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For 10.00 psF non -concurrent live load. RII wind load cases on this truss have a 1.33 duration Factor. MWFRS loads based on trusses located at least 15.00 Ft. From roof edge. 36'7"14 1e'4" R-14134 W-B" Rigid SurFoce) RIGHT RAKE = 1'5"5 SEC = 365904 PLT. TYP. -WAVE DESIGN CRIT-F8C2C14RES/TPI-20D7 FT/RT-20Z(0Y.)/10(0) DTY= 6 TOTAL= 6 REV. 15 . 02 . DDC . 121 TSEFEE =0 . 2351 w+WRRNINGI#o READ RNO FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.0 S REFIMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Eduardo AVellaned P G Trusses squire xtrama o In Fobriocting, h dung hippping, Instolllnp nd broolnq. RaFar to and follow the Iotest edition of SCSI CBullding Campo t So Vets InFormation, 6y TPI and IITCR) For Faty TO DL 7 OPSr DATE 02-10-2D17 I pp otiose prior to performing these Funatlons. Instollars holl provide temporory brooing par 6C6I. p•E. #40 040Ulessnotedotherwise, top hard shop hove propsrl ott"1, truoturoI she thing and bottom ohord ( holl hove properly 'ItPh'IpId telling. Locotlyons hown For permonent lotarol a trolni of webs BC D L ID O P S r D R W G c holi hove brocln Instolied per SCSI s ctlons B3, B7 r B10, oa ppllcoble. Rpply elotes to eoch Foce fRLYSS, (: C F trwee nd pool l ° hown ebove and n the mint oatelle, wn eee not otharwTe . 2480 E. Michigan S 0 . OPsf RPertodroving. 160R-Z for sta,d,r.dslot, poosltlons. I''! B C L L ir8 A .I{ ,,.$ T. yITW Building Components Group Inc. ho11 t ba pp Ible For ony davlot9on FrPP tg s droving Orlando, Pl. 6IToingugreFitrhssae,the truss In conformonce with flNS 1/TPI 1, or for hcndl In shi In Instollo lan TOT. L D . 37 O S r R uol on ihla drowln or Dover I lath thla drouln Indioataa oo a tanoa of Faaalonol DMA LEN. 35D20e P° S• 9 9l ° P Pro I'_ k7 117 angina..Ing ruponalbllity molaly For the daalgn hown. Tha aultoblllty and uo aF thla drawing OUR. F R C . 1.25 JOB # 1 7 0 1 5 9 B F., ony Truotura la the ruponal blllty of the Building Oaa1 gnar par ANSI/TPI ! Sao, 2, Fjy; x,g07-550-A;552 For more InForm f— ... thls ,Job s generol not°s poga and these web aitaa: SPACING 24. D" SPEC ITWBCG: w w.ltwbcg.oem: TPI: w w.tpinst.org: TCR: w .ebcln etry.00m: ICC: w u.locs.Fa.wr9 TYPE Job: L1/Ui5 JUJ -Uoun i ry rtun -R!t-b Ues I qn / n Value Set: 13B CEFFective 6/1/2013) Top chord 2x4 SP #2 Bet chord 2x4 SP #2 Webs 2x4 SP #3 Lumber volue set "13B" uses design values approved 1/30/2013 by RLSC Right cantilever is exposed to wind Bottom chord checked For 10.00 psF non -concurrent live load. All wind load cases on this truss hove a 1.33 duration factor. R=1116# RL=147/-149# H = H1 Inln UWb. rnornnnu 1 Ins 1711-11— Vuo w113101— rRUbRnrl rMUl-I IMUaa FIrr< b LNTUUi O 1 plate(s) require special positioning. ReFer to scaled plate plot details For special positioning requirements. 140 mph wind, 15.00 Ft mean hqqt, RSCE 7-10, CLOSED bldg, not located within 9.00 Ft from roof edge, RISK CRT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi (+/ )=D.1B Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase Factor For dead load is 1.50. MWFRS loads based on trusses located at least 15.00 Ft. From roof edge. 16'10-8 i.1B'4" 35'2"B 36'7"14 R=1641# U-25# W-8" Rigid SvrFaoe) RIGHT RRKE = 1'5"5 SEO = 365901 PLT. TYP. -WAVE DESIGN CRIT-FEIC2014RES/TPI-2007 FT/R7-20L(01..)/1010) OTY= 5 TOTAL= 5 REV. 15.02 . ODC . 12175C1EE =0. 2351 1 g. t4,46' li`y; 2, a A /9 . d. '.Bt T. Enativ00M,FL3Z7'9a P _ ,_, ' y ' ,., - A;',ry€{ WRRNINGl** RERO RNO FOLLOW ALL NOTES ON THIS ORRWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses equ lra xtrana a In Fabricating, handling hl ping, Insinllin nd brac In . ReFer to and Fa 1— the intent edI lan aF ecsl [Bwlding Component sake+y infarmntlnn, by PI and u7cR For fetycticeepriortoparforningotheseFunoilons. Installers hall proved, temporary brooing per 6L6I. rless noted otherwise, top hard shall hove p,Lpe1yy attached truoturol sheathing and button ohordshallhoveproperlyttochedIgIdtelling. Locat7ons hown For permanent lateral e tralnt of w bs shall hove brccing Installed per SCSI s ctlore B3, B7 r BID, os ppllcable. Rppl elates to such Fo caFtrussndposlilonohownoboesandntheJointDatolls, unless noted otherW a R.F t d uing 160R Z F standard eplat pao ItloITVIBulldlngCampontaoGroupInc. hall t b ns p Ible for any deviation Fron this drawing ny Follura to build the truss In oonFor mo nos with flNS7/TPI 1, or For handling, shipping, Insiallaiion 6 o,nggoftr eeae. a aRualonthe• drouing or o ear pug Ilating ihl• drouing, Ind) oats• .... piano• of profaaslonol engineering reaponalblllty aotaly for the daalgn ahoun, Tha aultobllilyy and — of thla drnuing For any aTruature I the raaponaiblilty oP Tha Sul Iding Dee)gnar Par ANSI/TPI 1 Seo.2. For more Inform.tlon s s thle Job a general not ee page and these web sliea: ITu6CG: W v.itubog.co : 7PI: u—tpinst.org: TCH: u .sboin a+ry.aam: ICC: W 1.111111".119 Eduardo AVellaned P.E.#40 040 248 0 E. Michigan S T Orlando Fl. 1 TC LL 20. OPsf TC DL 7 . OPSf r B C DL 10. 0 P S r BC LL 0 OPSI TOT.LD. 37.0 sf REF DATE 02-10-2017 D R W G 0/R LEN. 35020e D U R. F R C. 1 2 5 J O B # 1 7 0 1 5 9 B SPACING 2 4. 0" TYPE SPEC Job: 117D159B) -Country Run -KPS Design THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUE Value Set: 13B CEFFective 6/1/2013) 3 Complete Trusses Required Top chord 2x4 SP #2 Bo chord 2x6 SP #2 Webs 2x4 SP #3 Nall Schedule:0.128"x3", min. nails Lumber value set -1313" uses design values approved 1/30/2013 by RLSC Top Chord: 1 Row 012.00" o.c. Bo Chord: 2 Rows 0 6.00" o.c. CEoch Row) 140 mph wind, 15.00 Pt mean hat, RSCE 7-10, CLOSED bldg, not located within 9.00 Webs : 1 Row 0 4" o.c. Pt from roof edge, RISK CRT I1, EXP B, wind TC DL=4.2 sf, wind BC DL=5.0 sf. Repeat noiling as each loyer is applied. Use equal spacingp GCpIC+/-)=D.18 P P between rows and stagger nob s in each row to avoid splitfiing. Wind loads and reactions based on MWFRS. Special loads CLumber Dur.Foc.=1.25 / Plate Dur.Foc.=1.25) Deflection meets L/240 live and L/1BD total load. Creep increase Foctor For dead TC- From 55 IF at -1.45 to 55 plF at 7.58 load is 1.50. TC- From 55 IF at 7.58 to 55 plF at 15.17BC- From 4 IF at -1.45 to 4 plf at 0.00 911 wind load cases on this truss have a 1.33 duration Factor. BC- From 20 PIP at 0.00 to 20 plF at 7.06 BC- From 10 If at 7.06 to 10 plf at 15.17 j- 7'7" Rn- 34Z 54 IF, f i rn' at 77 79R BC- 1375.36 lb Conc. Load at 9.06,11.06 BC- 1327.96 Ib Cana. Load at 13.06 LEFT RAKE = 1'5"5 PLT. TYP.-WRVE Nl= 004 IR, ,' tL alti''t - 880 - 4551 7'0"12 R=3589# U=493# W=B" CRlgid Surface) DESIGN CRIT-FBC2014RES/TPI-2007 FT/RT-207.(D/..)/1D 10) 15'2" 16'7"6 i- 3478# 2 2 _. 2 . _- 2. 1 ,.4 37 # 32 # 1375# OTY= 1 PLIES= 3 TOTAL= 3 IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses equlre -trams o In Fabrlooiing, hondling hippping, Instal llnq nd brae lnq. R.P.r to and low the lotesi edition of SCSI (BuIlding Component SoVets 1nFormotlon, by TPI and VTCR) For FetyaticespriortoPerformingtheseFunctions. Installers hall provide tamporory br ac ing par SCSI. less noted other, Ise, top hard shall hove properlyy attached tr voturol sheothing and hoi tom chord all have properly attached 1ppld ceiling. Locations shown For permanent loieral rs train- of u bs all have bracingg Installed par BC SI s ctlons 83, 87 r BID, o pplicobls. Rppi ploies to so ch Facetrussndpo01— o houn oboes and n the Joint Detol le, unless noted otheruyse. Fsr To dro,ings 160R-Z for standard ep l-te poeltlone. ITW B,IIdIng Components Group Ina. hall of be PP Ib le For any deviation Prom this droving F. lure to bu1ld the truss In conformance wlih RNS]/TPI 1, or For hondling, shipping, Instolla lon c 1,BB of truces.,. R uoi on this drouingg or oovar pog. I101i 9 this drouing, Indloat„ aoo,ptono, of p—P .. onoI g lnur ing rupon,lbl l lty ,ol,ly For th, d„Ign ,houn. Th, ,ultoblllt and u„ of this drouing r any ,truatur. I ih, rupon,lbll itd of th, Building Do lgror P,r ANSI/TPI 1 S— 2. For more InFormott on a e this fob q rol notes page and thee., web eltas ITWBCG: ... .Itwbag.com: TPI: w w.Tpinat.arg: VTCR: .cboln gustry.com: ICC: , ,.I ccs.Fs.org Eduardo Avellane P.E.#40040 2480 E. Michigan Orlando, Fl. MFR'S LAYOUT R=5110# U=672# W=B" CRigld Surface) SEO = REV. 15.02.000.121 SCFE-E 36GODD 0.5222 TC LL TC DL BC DL BC ILL TOT.LD. 20 . OPSf REF 7.OPsf DATE 10.OPsF O.OPSf 37.0 sf 02-10-2017 DRWG O/R LEN. 1502DO DUR . FAC . 1 . 25 JOB # : 170159B SPACING 24.0" TYPE COMN y I J U== I yl I — Inic uwb. rrctrnntu oT IHt HLrilvt .hits Ut51b(NLH F'HUUHHM FROM TRUSS Value Set: 13B (Effective 6/1/2013) 2 Complete Trusses Required Top chord 2x4 SP #2 Bo chord 2x6 SP #1 Webs 2x4 SP #3 Nall Schedule:0.12B"x3", min. nails Top Chord: 1 Row 012.00" o.c. Lumber value set -13B" uses design values approved 1/30/2013 by RLSC Bo Chord: 2 Rows 0 4.50" o.c. CEach Row) Webs : 1 Row 0 4- o.c. 140 mph wind, 15.00 Pt mean hqt, RSCE 7-10, CLOSED bldgg, Locoted anywhere in Use equal spacing between rows and stagger nails roof, RISK CRT II, EXP B, wind TO DL=4.2 psf, wind BC oL=5.0 psf. in each row to ovoid splitting. GCpiC+/-)=O.1B Special loads Wind loads and reactions based on MWFRS. CLumber Dur.Fac.=1.25 Plate Dur.Foc.=1.25) TC- From 55 plf at 0.00 to 55 plf at 13.33 Deflection meets L/240 live and L/180 total load. Creep increase factor For dead TC- From 55 plf at 13.33 to 55 plf at 27.00 load is 1.50. BC- From 10 at 0.00 to 10 plf at 27.00 BC- 1318.53 Ib ElfConc. Load at 0.73 RII wind load cases on this truss have a 1.33 duration Factor. BC- 1271.66 lb Conc. Load at 2.73 BC- 1115.67 Ib Conc. Load at 4.73, 6.73, 8.73,10.73 12.73,14.73 i 13'4" Conc. road 24.60,26.60 4 27' MFR'S LAYOUT 22 ---— 2 2 2 }# 2 --- 2 2 --- 1 10 8 2 -} 2 —' 2' -- 2' 4" 1 1319# 127 # 11164 111 # 111G# 111 II IS# 111 # 13164 131 # 1316# 131 4 1316# 131 # R= 2940# U-356# W-14 R-5856# U-226# W=e- R-6B42# U-27# W=B" R=3341# W-4" Rigid SurFoce) (Rigid SurFooe) (Rigid SurFoce) (Rigid SurFoce) SEO = 36605D PLT. TYP.-WRVE DESIGN CRIT-FSC2D1gRES/TPI-2007 FT/RT-20Y.(0Y.)/10(0) O T Y= 1 PLIES = 2 TOTAL = 2 REV. 15.02. 0 0 0. 121 ?3EFUL E = 0. 3 191 WARNINGI** REPO RNO FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT#* FURNISH THIS OR RWING TO ALL CONTRRC70RB INCLUOING THE INSTALLERS. Eduardo AVeIlaned TC LL 20 . OPSf' REF Trusses squire Htreme o In eobrloo+ing, hondling hippping, Instal l lnp nd 6rco In . R.Fer to and Follow the loiest ed It ion of BCSI (Building Component So 'sTys information, by TPI and WTCRI for fety dp .+lees prior to p.rfarmina mesa funailan.. In.rall.r. null provide temporary bracing par ecsl. TC CL 7 . OpsF DATE 02-13-2017 m Ur less noted otherwise, top hard shall hovo properlyy otroah.6 tructurol sheathing and bottom chord P.E. #40040 moll hove properly tt..h.d Igld tolling. Locat7ons hown for per monent lot.rol a iral nt of w be / r :- - . hail hove brocln Installed par BCSI s ctlons 321 R7 r B10, o pp II cohle. Rppl plot.. to —1, Foce B C DL 0 O P S r D R W G C lB S ,iIIN O, a F rru.. nd poelIon e Hawn obo . one n tn. elnt o.TeII., ni.e. net.d etn.rw.e. 2480 E. Michigan S r R. F.r to drawings 160R Z For standard elate paoslilons. B C L L O_ O P S I ITV! Bul lding Components Group Ina. Noll t 6a PP Ible for any davloilon From this droving Orlando, Fl, Failuretobuildth. it uss In oonfarmonce with RNS]/TPI 1, or for hondling, shipping, In.tol l.9 on R Iwri[tT1,g .3+79 n aing of rrw...e. TOT.LD. 37 . 0 sf O/R LEN. 27 R uo an thl• droveI ngg or ..... pogo 11.ting thl. d... inq, Indloot.. .... pt.— of p—Pu1lonal i y 07 " 1551 mgl...ring ...pon.ibllliy aol ly For ih• d slgn shown, Th. wit.1,11 y cnd uu of thl. drouing 1 2 5 JOB # : 1 7 0 1 5 8 8 forcny .iruotur 1 the rupon lb11,ty of the Bullding DW S..r per RN I/TPI I S— 2. OUR. F R C . lob ntesn daad}+X. 407 4557 For tIon thie th... web I te ITWBCG: TPI: wtp—tn9: TCR: .butrycmICC: w ..Fe.org SPACING 2 4 . 0 " TYPE SP E C Job : 11 / U1 ntJbJ -LounTry Kum -nr b Ues l gn Value Set: 13B CEFFective 6/1/2013) Top chord 2x4 SP #2 Dense Bo chord 2x6 SP #1 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by RLSC 140 mph wind, 15.00 Ft mean hqqt, RSCE 7-10, CLOSED bldg, not located within 9.00 Pt from roof edge, RISK CRT II, EXP B, wind TC DL=4.2 psF, wind BC DL=5.0 psF. GCp 1 C+/-) =0. 18 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. RII wind load cases on this truss have a 1.33 duration Factor. 7'6"B 5'7" 21' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 3 Complete Trusses Required Nail Schedule:0.126"x3 min. nails Top Chord: 1 Row 012.00" o.c. Bo Chord: 2 Rows 0 5.50" o.c. (Each Row) Webs : 1 Row 0 4" o.c. Repeot nailing as each layer is pplied. Use equal spacin between rows and stogger nails In each row to avoid splltyi19. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 55 IF at D.00 to 55 plF at 7.54 TC- From 55 plF at 7.54 to 55 plf at 13.12 TC- From 55 plFat 13.12 to 55 plF at 22.45 BC- From 10 PIat 0.00 to 10 plf at 11.00 BC- From 10 plf at 11.00 to 10 plf at 13.94 BC- From 20 plF at 13.94 to 20 RIF at 21.00 BC- From 4 PPIF at 21.00 to 4 ppIF at 22.45 BC- 1375.36 lb Conc. Load at 1.94, 3.94, 5.94, 7.94 9. 94 BC- 1370.65 Ib Conc. Load at 11.94 BC- 3477.54 Ib Conc. Load at 13.94 22' 5"6 7' 10"8 1' 4"--I f--- 1'll"4---1- 2' 2' -r-2' 2' -j 2' 2' 7'0"12 1375# 137 # 1375# 137 # 1375# 137 # 347B# R= 739B# U=523# W=4" R=5849# U=693# W=8" Rigid Surfooe) (Rigid Surface) RIGHT RAKE = 1'5"5 SED = 366003 PLT. TYP.-WRVE DESIGN CRIT-FBC2014RES/TPI-2007FT/RT-20X(OX)710(0) OTY= 1 PLIES= 3 TOTAL= 3 REV. 15.02.000.121TCFEE=O.3839 WARNINGI** READ AND FOLLOW ALL NOTES ON THIS DRRWINGI IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTPLLERS, Eduardo Avellaned TC LL 20 . pS REF Trusses aqulre ut.... a In F.brlo.tin9, handling hl ping, Inat.11in nd br.. In . Rater to and Follow ih. '.test edition of SCSI (Rulld'ng Component So%.is fnformatlon, by 1PI and VTCR For fety ppatlas- prior t. p.rF.rming the.. Fwn-tl.n.. "tan... h.11 pr.vla. tamp....y brocing per BISI. TC DL 7 . OPSf DATE 02 10 2017 Y, url e noted otherwise, top hard shall hove pr.p.rly ttochad tru.iurol sheathing and b.i tom chord P.E. #40 040 shall hove properly tt..ph.d Ipid calling. L...tLyons h.— For permanent litarol a tr.lnt .F w bs B C D L 1 0 C P S I D R W G shallhovebr.clnq Inst.11.d per ..... s ctl... B3, B7 r RIO, .s pplicobl.. Rppl plot.- to .o.h F.c. H' F tru-- nd poelil o hown above and n the Joint Dei.11., unle.. noted .therulyea. 2480 E. Michigan S R. Fer to drowing. 160R-Z for standard ela}e pco.itlone. B C L L O O ( S Z 9 4 4 N Ct 19 T. ITV Build ng Campo me Group In.. hall t b pp "'I" For any d.Iail.n From this drawing OPSF' lnuraFi tru. ssId a,thatruss In ..nForm.nce with RN3]/TPI 1, or for handling, .hipping, inst.11.ilon Orlando, Fl. TOT. L D . 3 7 O S I zF'8LWOGIM,F,@.;,30.79'8P1 nB • B`;O/ R LEN. 21 R uo n ihl• drowing or oowr p.g. il.ting thl. drowing, Indloct.. coo.ptono. of proF...lonai Pam; , _ ,_ a . ngln..ring r..p...lblllty solely 1'- iha d..lgn .houn. Th. .ultoblllty and — of thl. drowing 1 . 2 5 J 0 B # 1 7 0 1 5 9 B For any trwotur• '. the ruponu blllty of the Bw Iding Onlgmr par ANSI/TPI 1 s.a.z. OUR. F R C . rAXi... y. o7 -,ass - 4;'552 For more I ,format i on - a th i s ,Job . ganer.l note. page and these web -I t..:HIPS 37WBCG: wu.Itubog..am: TPI: w u. tpinst..rg: TGR: u .shcin-try.aam: 1CC: w w.I....P...rg SPACING 2 4 . 0 " TYPE Job: C170159B) -Country Run -KPS Design / Value Set: 13B [Effective 6/1/2013) Top chord 2x4 SP #2 Bo chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 140 mph wind, 15.00 Pt mean hpt, RSCE 7-10, CLDSED bidqq, Located anywhere in roof, RISK CRT II, EXP BI wind TC DL=4.2 psF, wind BC DL=5.0 psF. GCpi C+/-)=0.1B Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/1BD total load. Creep increase Factor For dead load is 1.50. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Foc.=1.25) TC- From 55 IF at -1.45 to 55 pIP at 7.00 TC- From 2B IF at 7.00 to 28 pIP at B.17 TC- From 55 IF at B.17 to 55 pIF at 16.61IBC- From 4 pF at -1.45 to 4 pIF at 0.D0 BC- From 20 pF at D.CD to 20 pIF at 7.D3 BC- From 10 PIP at 7.03 to 10 PIP at 8.14 BC- From 20 PIP at B.14 to 20 PIP at 1S.17 BC- From 4 PIP at 15.17 to 4 PIP at 16.61 TC- 232.75 lb Conc. Load at 7-03, e.14 BC- 450.64 lb Conc. Load at 7.03, 8.14 Bottom chord checked For 10.OD psF non -concurrent live load. All wind load oases on this truss have a 1.33 duration Factor. 233# 7'0"6 t 1'1"2334 -- 7'0"6 7' 1'2" 7•- 15'2" 0 1--1 ' 4 ' ---{ 16'0"11 451# 451# R=1314# U=178# W=6" Rigid Surface) R# RigldSurfooe# W B LEFT RRKE = 1'5"5 RIGHT RAKE = 1'5"5 SED = 365852 PLT. TYP.-WAVE DESIGN CRIT-FBC2D14RES/TPI-2007FT/RT-2cY.(0Y.)/10(0) OTY= 1 TOTAL= 1 REV. 15.02.000.121WFE-E=0.4832 WARNINGI** READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T C L L 2 0. 0 s F RE F Trusses aqulra xirame o In Fabricating, hondling hlyppl,q, Instolllng nd broclnq . R.Far to and Eduardo Avellane d P Follou the lotaat edition oP SCSI [Bullding Component Sa'etys InFormotlon, by IPI and 47CRJ for fety ( oticee prior to performingo these Funot lone. Installers hull provide temporary br..... par gCS1. T C D L 7 D p s DATE 02 - 1D -2D17E, 7Brlnotedotherulse, top hard shall hove properlyy ttoohad truoturol shaothing and bottom ohord P.E. #40 040 shallshave o properly itached id calling. Loc otTons shown For pernonant lateral e tralnt of u bs ( y y. shall have brocln Installed per BCSI s ctlons B3, B7 r 810, o ppllcable. Rppl places io each Foca BC D L I O • O P s r D R W G r Il ss„i i of RaFeruto drowPngs160R-Z Fo Wntondoadsio+e poslilons,Detoila, unless noted otheru sa. 2480 E. Michigan S Bc LL O OPsr A 4, .yh i. . T. ITV! Bullding Conpo nta Group Ina. hall of b pp Ible For any davlailon Fron chid drawing Failure to bulld The truss In oonfornonoe with AN61/TP] 1, or for hondling, shipping, Instolloilon Orlando, Fl. ZEIJ, WOCT)" FE,3A796 n oing of true.... TOT.LD. 37. O sP O/R LEN. 150200 R awl an this drawing or oov.P pog. Ilating thla draw ing, Indloat.a .... at.- of ProF..lanai f.; y,:(--:_,$, _., , an9in.-Ing ...pon.lblllty .ol.ly For th. d.algn ahoun, Th. wltobllity and u.. of thl. dreuing 1.25 J O B # : 1 7 0 1 5 9 B Foranyat-t- la th. r.aponalbllity of th. Building D..Ign.r P. ANSI/TPI 1 sw'2. D U R . F R C . ty, X 40-7-:Qif,}}-A;552 For more InFormotlon e e thle Job g ral notes poga old these uab Bites:HIPS ITWBCG: W w.ltWbog.com: TPI: u u.tpinst.arg: VTCR: .sbclndusiry.00n: ICC: W u.l...."..arg S PACING 2 4 . 0 " -,TYPE ob: L1/ulnyts)-LounTry Nun-I'\F'b Ues i qn / Vz- Value Set: 13B. CEFFective 6/1/2013) Top chord 2x4 SP #2 Bo chord 2x6 SP #2 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by RLSC 140 mph wind, 15.00 Ft mean hot, RSCE 7-10, CLOSED bldg, not located within 9.00Ftfromroofedge, RISK CRT II, EXP B, wind TC DL=4.2 psF, wind BC DL=5.0 psP. GCpi C+/-)=D.18 Wind loads and reactions based on MWFRS. Bottom chord checked For 10.00 psF non -concurrent live load. RII wind load cases on this truss have a 1.33 duration Factor. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Foc_=1.25) TC- From 55 pIF at 0.00 to 55 plF at 6.67 TC- From 28 pIF at 6.67 to 2B PIP of 14.00 TC- From 55 pIF at 14.00 to 55 pIF at 22.45BC- From 20 pIF at 0.00 to 20 pIF at 6.70 BC- From 10 pIF at 6.70 to 10 pIF at 13.97IBC- From 20 pF at 13.97 to 20 pIF at 21.00 BC- From 4 pF at 21.00 to 4 pIF at 22.45 TC- 235.06 lb Conc. Load at 6.70 TC- 166.8B lb Conc. Load at B.73,10.33,11.94 TC- 232.83 Ib Conc. Load at 13.97 BC- 455.04 lb Conc. Load at 6.70 BC- 125.39 Ib Conc. Load t 8.73,10.33,11.94 BC- 450.28 Ib Conc. Load at 13.97 Deflection meets L/240 live and L/180 total load. Creep increase Factor For dead', load Is 1.50. 235# 167 167# 167 233# 6,13 6 1" 2'0-6- 1'7"4--1"7"4---2'0"6-4 6'B" 7'4" M 22'5"6 7'0"6 7' 1,4..---{ 455# 125 125# 125# 450# R=1790# U=228# W=4" R=1845# U=252# W=B- Rigid Surface) (Rigid SurFoce) RIGHT RAKE = 1'5"5 SED = 36597B PLT. TYP.-WRVE DESIGN CRIT-FBC2014RE6/TPI-2007FT/RT-20LC0Y.)/10[0) OTY= 1 TOTAL= 1 REV. 15.02.000.121TDCfEE=0.3839 WARNINGI** READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Eduardo AVellaned TC LL 20 . OPsf REF Trusses squire xtrema a In Fabricating, hondling hlppping, In t Illn nd br.o Ing. Rafe, to and Follow the latest edition of SCSI [Building Component 6o Vets InFormotlon, by 7oPI and 4TCR] for Fety ( ctices prior to performing these Func't Ions. Installers hall provide temporary bracing per SCSI. TC DL 7 OPSI DATE 02-10-2D17pP.E.#40040s [ Unless noted otherwise, top hard eh.11 hove properly aitaohed truciurol sheathing cnd bottom ohordshallhoveproperlyitochedrigidcalling. LocotTons hown For permanent lateral a tralnt of w hs p`ycy. t"rR shalt hove bracingg Ins }celled per SCSI s ctlons 33, B7 r B10, o ppllcoble. Rpply pietas to each face B D D L y 0. O P S D R W G i GF 'USA, (!,° f truss nd poelilon o hown above and n the Joint Detoll., unless noted otherwTee. 2480 E. Michigan S O O SrRaFtdwing160RZFostandordaploipolilons. 7'! B C L L r 2,844 , -Hr 0. 1L T. ITM Bul)ding Campo nta Group nod hall of b P Ibls For any d% loilon fro. this drawing Orlando, Fl. F. lure to build the truss in conFormonca with RNS1/TPI 1, cr for hondling, shipping, Installa lon ZRil wiraala, '.,3;7f 9 n .". 9 of trwa.a.. r o TOT.LD. 37 . 0 sf O/R LEN. 21 R w on ihl• drawing o .r P.O. Il.ting thl• drool ng, Indloat aoo•ptanc• of prof lonal PH1 , F.- :8,,. r: ngln ring r apon iblllty ol ly For the d lgn shown. Thy wltobIllTy and uu of t' drouing 1.25 JOB # 1 7 0 1 5 9 EForany iruotur I• ih. rapon.lbIII ty of the Building DW S-, p., ANSI/TPI I S.a.z. OUR . F R C . r, IX 407 " 550- 4552 For more Informoilon s e this Job q r.l note. poga ono in... web sltea: ITWBCG: w w.ltwbog.com: TPI: w w.tpinat.org: NTCR: w .sbcindustry.com: ICC: w w.laacaFa.arg SPACING 2 4. 0" TYPE HIPS JUU ll/ UlJJUJ uuvll l l-y Iwl, nl J UCb I HI / n,J/ I1115 UWU. FKLPHKEU BY IHE HLHiNE JOB DESIGNER PRDGRRM FRDM TRUS Volue Set: 13B (Effective 6/1/2013) Special loads CLumber Dur.Fac.=1.25 Plate Dur.Foc.=1.25) Top chord 2x4 SP #2 TC- From 0 plf at -1.97 to 55 pIF of D.D8 Bot chord 2x4 SP #2 TC- From 2 pIF at -0.09 to 2 plf at 9.84 Webs 2x4 SP #3 BC- From D plF at -1.97 to 4 plF at O.DB 13B'• BC- From 2 plF at 0.00 to 2 plFat 9.e4 Lumber value set uses design volues approved 1/33/2013 by ALSO TC- 2D.B6 lb Conc. Load at 1.41 TC- 114.30 Conc. Load at 4.24 14D Mph wind, 15.00 Ft mean Ft From roof edge, RISK CRT hqt, RSCE 7-10, II, EXP B, wind CLOSED TO DL=4.2 bld9, not located psF, wind within 4.5D BC DL=5.0 psP. TC- BC- 227.95 12.20 lbIb Conc. lb Conc. Load at Load at 7.07 1.41 GCpiC+/-)=D.18 BC- 97.72 lb Conc. Load at 4.24 BC- 175.06 lb Conc. Load at 7.07 Wind loads and reactions based on MWFRS. Bottom chord checked For 1D.O g sf non concurrent live load. Deflection meets L/240 live and L/18Q total load. L reep increase Factor For deadlt4 and is 1.50. I —1'S" 2'9"15 In oadzo"des own h I s IrTns h a r oTi, 1 I'ID"10 13# R=313# U=IDB# W=10"9 Rigid Surface) LEFT RAKE = 1'11"9 I1'9"11 9.10111 175# 41 4 ., R'S LAYOUT NAILED R=325# U=32# NAILED SED = 365819 PLT. TYP.-WAVE DESIGNCRIT-FBC2D14RES/TPI-20D7FT/RT-2DLIDY.)/ID(D) OTY= 4 TOTAL= 4 REV. 15.02.000.121ZEFLE=0.7229 j, K p.,,; ;-;:,,,.an ,s ;t R.:1 s S. 2 8 44, N.0. Ek T. z rawc an,2•r8 PH' y 07-8aQ-:4551 P',dy"J(,,,, d(0','- i19iQl -Q; 'I WARNINGI** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI rwIMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses squire xirana c In Fcbrlooil ng, he dli,q hipping, Instnlllng nd brocIp. R.Pa tc sadfollowtheIciesteditionofBCSI [Building Componsn+ Bc'etys InFormction, by IPI cad VTCRJ For FetyppoticeepriortoperformingtheseFunatlone. Instcl lers Noll prowl de temporsin brool ng per BCSI. Urlaee noted otherwise, top hard shcll hcve prcperlyy ottsshed tructurcl sh..thing cad boi tom chord shcll have properly itcchsd Id calling. LocotTons hown For permcnant lotarcl a irclni of w be shall hove brcclnqq Inatofisd per BCSI s ctlons H3, 67 r B111 c ppllccbls. Rpply ploies to etch Face F true nd poelilon a hown cb.'. cad n the Jol nt Detsl le, unless noted othsrwiee. ReF t d wing 160R-Z fs stcndcrd elc} po iliaITNBwldingConpontaGroupInc. hell b ns p Ibla For any dsvlo+ion From this drawing Failure to build the Truss In cantor msnce with ANSI/TPI 1, or for hcndling, shl pping, Instcl lcilcn oln sf trusses. R uo on thl. drawing or oov.r pog. Il.ting ihi. dreulhe Indloot.. 000.ptono. of proFu.lonolnglrn.Mng ruponolblllty .ol.ly For the dulgn .houn, Th..ultobl Ilty and u.. aF thl. d...Ing I,any .truatur. I. th. r..pon.lbllity of the Building Dulgn.r p.r RNBI/TPI 1 s.o,2. For Hors InF.,n.tion a a thls Job s general notes pogo cad those web sites: ITNBD6: w w.Itwbog.00m: TPI: w w.tpinet.erg: TCR: w .e6oln etry.eom: ICC: www.1 .... Fe.org Eduardo AVellane P.E. #40040 248 0 E. Michigan S T! Orlando Fl. TC LL 20 . OPSf P ! T C D L 7 . O S r BC DL IO OPSI BC LL D . OpsF TOT.LD. 37.0 sf 0/R REF D R T E 02 -1D -20 17 DRWG LEN_ 91001 OUR. F R C . 1 25 DB #' 170159B SPACING 2 4 . 0 " TYPE HIP —JACK i sr JULJ-ll/UIJJLJJ UV , J LI IJ q w/av iVul Volue Set: 13B (Effective 6/1/2013) Speclol loads Lumber Dur.Foc.=1.25 / Plate Dur.Fac.=1.25) Top chord 2x4 SP #2 TC- From D plf at -2.03 to 55 plP at -0.0B Bet chord 2x4 SP #2 TC- From 2 PIP at -0.08 to 2 pIF at 9.84 Webs 2x4 SP #3 BC- From D pIF at -2.03 to 4 pIF at -0.08 BC- From 2 pIF at 0.00 to 2 pIF at 9.84 Lumber value set "13B".uses design values approved 1/3D/2D13 by RLSC TC- 20.86 IleConc. Load at 1.41 TC- 114,30 lb Conc. Load at 4.24 140 mph wind, 15.00 Ft mean Ft From roof edge, RISK CRT hot, RSCE 7-10, CLDSED II, EXP B, wind TC DL=4.2 bld9, not locoted psF, wind within 4.5D BC DL=5.0 psP. TC- BC- 235.53 13.30 lb Conc. Ib Cono. Load at Load at 7.07 1.41 GCPiC+/-)=D.1B BC- 97.72 lb Conc. Load at 4.24 BC- 177.27 lb Conc. Load at 7.07 Wind loads and reactions based on MWFRS. Bottom chord checked For 1D.OP,BlpsF non -concurrent IIve load, Deflection meets L/240 live and L/180 total load. Creep increase factor for dead 114R t load i s 1 .50.1'S".•,f#- IT-W nd'-1 2c sle nnsr 1'a6s s'T-i rot onac1 T 4.1 1 LEFT RAKE = 2'D-6 PLT. TYP.-WRVE 00e 6A-11-- TRSS,;IN C,gya. Z $ 4 A N. 01 1& T. PH. 401- 880. 49151 rAX 407. 880 - 4552 4'4" R=68# 1 11 ••g i 7' 10-1 - j 11.10"7 9B# 13# R=316# U-110# W=10"3 Rigid Surface) DESIGN CRIT-FBC2014RES/TPI-2007 FT/RT-20Y.(0Y)/1D(0) O T Y= 1 T O T A L= 1 WRRNINGI#* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI aaIMPORTRNTaa FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, II In Inst.11ln and b..oln . R.Fer to andTrusses .quire ztrama o In fobrlaating, hand g h pp g, g I low the latest edition of BCSI [Building Component Safe tya 1nFormotlon, by YPI and WTCR] for feiypriortop.'Formingg these Funotlons. Installers hall provide temporary broo Ing per BCSI. I ass noted otherwise, top hard shall hove properly attached truoI ..I shaothing and bottom ohord all hove properly itoched Ipp ld calling. Loco} Tons hown For permanent lateral a train} of w bs all hov. brocln Installed per 9CV s .d ons 63, B7 r B10, o ppllcabl- Rppluy palates to such Foca truss nd poal ion o hown above and n the Joint Detol ls, unle.. noted otherwTe Fer to drowings 160R-Z For standard y Follure io ild oonPaprinaatneullingbCumpnt. Group cepositions ITW B. Fofany hdviatiosFrom thle draing h RNS]/TPng, hipping, Insollo1lonthetresIn ult 5 .1, true.,.. R a Ianthla drouingg or oar page Ilating thla drouing, Indlootaa o0o ptonoa of proCau ,anal gl roar Ing ... ponalblllfy aolaly For the daalgn ahoun, Th. au, tobllliy and uaa of thla drouing r any atruotu 1 the roaporoi bll lty of the Bullding Daslgnar par ANSI/TPI 1 6ao•2. For more Information a a thl. Job q aroI note. pa a and these web .It- ITWBCG: u w. Itwbog.com: TPI: w. tpinet.ar9: 4'TCR: u .sboind stry.00m: ICC: w u.I....Fs.org 01 U=11# NRILED m N In R- 33D# U-34# NRILED SEC = 365919 REV. 15.02.000.121ZCfE E=O. 7194 Eduardo Avellaned P.E. #40040 2480 E. Michigan S Orlando, Fl. TC ILL 20 . OPsf TC OIL 7 . Opsf' BC DL 10 . Opsf DRWG BC ILL O . OPsf TOT.LD. 37. 0 sf REF DATE 02-10-2017 0/R LEN. 91D01 DUR . FRC . 1. 25 JOB # : 170159B SPRCING 24.0- TYPE HIP _JRC Job- Ll/uio jDl -L.oun i r q nun -nro ue5 i Hi) / CJ/ Value Set: 13B (Effective 6/1/2D13) Top chord 2x4 SP #2 Bo chord 2x4 SP #2 Lumber value set ••13B" uses design volues approved 1/3D/2013 by RLSC Deflection meets L/240 live and L/1BO total load. Creep Increase Factor For dead load is 1.50. F-1.4„ 7. R=361# U=3B# RL=79/-21# W=6" Rigid Surface) LEFT RAKE = 1'5"5 B'S"6 inin wwU. rMLrnrccu o1 1"11 nLr t IN UU uLb1 UlNLr( rNUUtHFI rrc Ul'I It<U55 rlttt 5 LHYUUI 140 mph wind, 15.00 Ft mean hggt, RSCE 7-10, CLOSED bldg, not located within 4.50 Ft from roof edge, RISK CRT II, EXP B, wind TC DL=4.2 psF, wind BC DL=5.0 psF. GCpi (+/-)=0.1B Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For 10.00 psF non -concurrent live load. RII wind load cases on this truss have a 1.33 duration Factor. MWFRS loods based on trusses located at least 7.50 ft. from roof edge. R=167# 0=46# NAILED n m R=12S# NAILED SEO = 365822 PLT. TY P.-WRVE DESIGN CRIT-FBC2D14REG/TPI-2DG7 FT/RT-2O7[O7)/1D[0) O T Y= 39 T O T A L= 39 REV. 1 5. 0 2. 0 0 0. 1 2 1;S.CFE E t 'I yt ter° -+ ,I:,,,._.. °'g ft ut"y I'I(, - A, 'Ij,... .'a T. rH: 4, _,S$ ,,.,$ ' l L/'%.,(JI',3`-.Qllg;fj +ai."ry 3' WARNINGI** READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses squire xtreme o In Fobrlcoting, hondling hippping, Instolllnp nd broclnp Refer to vnd Follow the latest edltlon of SCSI [Bu11d1ng Component SoFety 1 Formation, 6y IPI vnd VTC RJ for FetypoticespriortoperformingtheseFunotlons. Installers hall provide tempor ory brooing per BSI. Unless noted otherwise, top hard shall hove properlyy "toohed truoturol sheathing and bottom ohord shall have properly ttvched Igld cel ling. Loco tTons hown For permvnent Ioterol a irvini of w ba shol l hove brae In Instol led per SCSI s coons B3, B7 r 110, os ppI lcoble. Rppl plates iv each face F truss nd poell on o hown o6ova and n the Joint Detol ls, unless noted otherwyse. RaF t d wing 16OR Z Fo standard slo} po Itions. n4ITw BuIlding Campo nts Group Ina. hull t 6 p ibis for any devl otlon From this drew ing bb Fn l^Bur efttrbaess,the truss In oonfor mo nos with RNSI/TPI 1, or For hondling, shipping, Instollo lon on thl drnwIng r cover P.O. lute ng thI. draw ing, Indlont . oovaptonoa cP proPaaalonnl engineering raaponalbillty solely For the design shown. Th. aultnbillty and uca aF this drnul ng for nny atrwatwre 1e iha raaponalblllty of the 8w1 lding Osa l finer par RNSI/TPI I Saa,2, For more InFormvtlon e e this fob a general not va po qa and these web sites: ITwBCG: w w.ltwbog.00m: 7PL w w.ipinet.org: TOR: shorn etry.oam: iCC: w w.iaaeafe.arg Eduardo AVellane P.E.#40040 y ( 2480 L•'. MlClllgan J' 7'± Orlando 1'. aTC LL 20 . OPsP TC DL 7 OPSr B C D L 0 0 P S r B C L L O OPSF T DT . L D . 37 0 S r REF DATE 02-10-2017 D R W G 07R LEN. 7 D U R . F R C . 1 . 25 J D B # ' 1 7 0 1 5 9 B SPACING 24 o T Y P E EJRCK Job:C17015913) -County Run -KPS Design / CJ5R Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bo t chord 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by RLSC DeFlectlon meets L/24D live and L/18D total load. Creep Increase Factor For dead load is 1.50. T 1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 15.00 Ft mean hqpt, RSCE 7-10, CLOSED bldg, not located within 4.50 Ft Prom roof edge, RISK CRT II, EXP BI wind TC DL=4.2 psF, wind BC OL=5.0 psP. GCp i (+/ ) =D. 18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For 1D.00 psF non -concurrent live load. RI wind load cases on this truss have 1.33 duration Poctor. R=122# U=35# NAILED i NAILED SEO = 365913 PLT. TYP.-WRVE DESIGN CRIT-FBC2DI4REs/TPI-2o07 FT/R7-20X(0X)/10lD OTY= 1 TOTAL= 1 REV. 15.02.000. 121;5CFLE =1 .3693 Kt...Pr.I......... g R. i a Te xR[,r,ti 00,M, FL3,2'.98 Pam,, A _ . ' P 407 '- $4 0 Ai5€i+ w*WRRNINGl** REPO RNO FOLLOW ALL NOTES ON THIS ORRWINGI IMPORTRNTMN FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses equ lra xtrame a In Fabrlcatl ng, handling hl ping, InatolIIn nd brooing. RaFar to andFollowthelatestedrttanofBC6I [Bu:ld:ng Component So 'atyy gnFormotlon, by.PI and WTC RI for Fety p o:riotc theso Funot l ans. Inetotlers hall provide temporary bracing par BCS7. Ur less noted othewse, top hard aholl hove properlyy attached truotural sheath ing and bottom chord shall hoveproperlyitoched1ppldtolling. Locations hown For permonenT lateral ra trolnt of webs shall havehroclnpqInstalledperBCSIsatlonsB3, B7 r B10, ae pplicoble. Ppplyy'eloies to each face F trussndpositionahownaboveandntheJointDetails, unless noted otherwTe Refer to drawings 160R Z for standard aplote pots:tIants. r aaponeITVBulldingComponontaGroupIna. hall ba ible for any deviation Fram ihia drow:ng ny Follure to build the truss In conformance ulth ANSI/TPI lr or For hondling, shipping, Instollo Ion 6 oingg of trusses. r R ualonthis .rowingg over pegs listing this drouing, Indicates aoasptonoe of proFsesloB englnarin9 rs.Ponslbl]liy solely For the dssign shown. The ewltoblllt old use of this drowln F.any t_.ture I the r ,nelblllty of the Bullding Designer per ANSI/TPI 1 Beo.2. Far mare Information e a this job a general nataa pope and theca web aItae: ITWBCG: u ,. It,bag.00 TPI: w w.tpinct.orq: TCR: w .eboin etry.00m: ICC: u w.IaosaFe.org Eduardo AVellaneTC PE#40040 248 0 E. Michigan S Orlando Fl. ILL 20. 0P Sf REF r TC DL OPSr 00S I B DLBC L L O • O P sI T 0 T . L D . 37 . O S r DATE D2- 1D-2017 D R W G 0 / R L E N . s D U R . F R C . 1 2 5 JOB # ' 1 7 0 1 5 9 B SPACING 2 4 . 0 " TYPE J A C K Job:C170159BD -Country Run -KPS Desiqn / CJ5 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2Botchord2x4SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by RLSC Deflection meets L/240 live and L/180 total load. Creep Increase factor For dead load is 1.50. T 1 I,4.. 5' R=291# U=34# RL=60# W-8" Rigid Surface) 6'5"6 THIS UWU. F'F(LrH1-(tU CST IMr- NLr11Nt Juo uLni uiI Ln —u—nii rnui1 1—oo ilrn a —IUUI 140 mph wind, 15.00 Ft mean hqqt, RSCE 7-10, CLOSED bldg, not located wlthin 4.50 Ft from roof edge, RISK CRT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psF. GCp i C+/ ) =D. 19 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For 1D.00 psi non -concurrent live load. RII wind load cases on this truss have a 1.33 duration Factor. LEFT RAKE = 1'5"5 PLT. TYR. -WRVS DESIGN CRIT-FBC2014RES/TPI-2007 FT/RT-20Y,(0Y.)/1D(D) OTY= 11 TOTAL= 11 rWRRNINGI(w+ REPO RNO FOLLOW RLL NOTES ON THIS ORRWINGI M*IMPORTRNTee FURNISH THIS DRRWING TO RLL CONTRRCTORS INCLUDING THE IN87RLLERS. Trusses ,quire %trans a In Fnbrlcating, handling hjPPping, Instnlllnq nd broc lnG. ReFer to and I&NAk" Follow the lotesi edition of BCSI [Building Component Sakats Information, by TPI and WTCR) For Fsty a pp atlas, prior to performingo these functions. Installers hall provide temporary bracing per BCSI. Urlass noted otherwise, tap hard shall have properly nt taohed Truotural sheathing and bottom chord t+.,. shall hove properly ttoch.d igld telling. LocotTo s shown For permanent lateral a iralni of w bs S shall have broclnpp Installed per BCSI s ctlons B3, B7 r B10, os ppl lcable. Rpplyy plot es to each fats CYy } F truss nd position o hown above and n the Joint 0etnlls, unl eas noted oth.— se. RaFer to drawings 160R-Z For standard spiate poosltlons. i_, i ITW Bullding Components Group Inc. Noll t ba pp ih la for any davlatlan Fran this drawing nyb Fallura to build the truss in o Formance with RNS7/TPI 1, or For hnndling, shipping, Installa lon Z';S'VY6617,e: oinon trusses. Ruopplondrowinggor cover pogo listing ihl• drawing, Indicates 000eptonoe of proFeealonol P` li 407_138iC4'^ .+ engineering ratponelbllli9 solely For the design Chown, The eu rtnblllty and use of the drawing for any structure Is the reaponalbill iy :,design Building Deel gner per RNBI/TPI 1 Beo,2. rAX ,_ 4.. A For more Information e a this fob g ral notes paga and these web sites: ITWBCG: u w.ltwbog.con: TPI: w u.tpinst.org: WTCR: w .eboindustry.con: ICC: w u.l ccs.Fa.org R=114# U=33# NRILED R=BB# NRILED SEO = REV. 15. 02.000.121_321REE 365B16 . 1. 1215 Eduardo Avellane P.E. # 40040 2480 E. Michigan S Orlando, F1. TC ILL TC DL C oL BC ILL TOT.LD. 20 . OPsf REF 7 . OPsf 10 .OPsf ORWG 0.0Psf 37 . O sf DATE 02- 10-2DI7 O/A LEN. s OUR. FRC . 1.25 JOB # : 170159B SPACING 24. 0" I TYPE JACK Job: C170159B) County Run -KPS Design / L,J3 IH1S UWU. rrctrrintu nT Int rlLrliNr uuo unoi-—u—nii mull I uaa I— a -uui Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bo chord 2x4 SP #2 140 mph wind, 15.OD Pt mean hqRt, RSCE 7-10, CLOSED bidqq, Locoted anywhere In roof, RISK CRT II, EXP B, win 7 TC OL=4.2 psF, wind BC DL=5.0 psF. GCpl(+/-)=0.1B Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set 13B" uses design values approved 1/30/2013 by RLSC Bottom chord checked for 1D.D0 psF non -concurrent live load. Deflection meets load is 1.50. L/240 live and L/1BO total load. Creep Increase Factor For dead RII wind load cases on this truss have o 1.33 duration Factor. 1 J 1. 1.4" 3' 4'S"6 R-226# U=32# RL-414 W=B" Rigid Surface) LEFT RAKE = 1'5"5 PLT. TYP. -WRVE DESIGN CRIT-FBC21D14RES/TP1-2007 FT/RT-20Y.(OY.)/10(0) OTY= 12 TOTAL= 12 RNINGI## REPO AND FOLLOW ALL NOTES ON THIS ORRWINGI IMPORTANT*, FURNISH THIS DRRWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses aqulra xtreme In F.brlcoting, Fondling hippping, Instolllnq nd brcoing. R.Fer to .nd Follow th. latest edition ofoBCSI [Bullding Component Sa'etys I formation, by TPI and WTC RJ for Fety sty p atloes prl or to performing these Funotlons. Installers hull provide temporary bracing per SCSI. Y' llr loss noted otherwise, top hard shall hove properly ni tachsd truot ural sheathing and hottom ohordshallhoveproperlyttaohedIIdcelling. L000t o s hown For permanent lateral a tralni of w bsshallhovebroclnpqInstalledperSCSIscTl.n. B3, B7 r B10, os ppllcoble. Replyy eloiea to loch face F truss nd po.. .. o hown above and n the Joint Oetolie, unless noted oiherwTe R.Fer to drawings 160R-Z For standard .plate pasltlons. 8 4, 6 i. ITN Bullding Component. Group Inc. holi of be p Ible for any d.vloil From thls drowing ny Fal1"p to build the truss In conformance with ANSI/TPI 1, or For Fondling, shipping, Installo lonRuoTonthisdrowingroovrpogoIutingihl• drowing, Indloot.• aoodptono• of proFu lonol P 40 _ $ _ nglnnrIng ruponalbiII y 401.1y For th• deign shown. Thy ultcblllty and uu of thl drowingForany •truotur• Is the rnponslblllty of th. Bullding Dulgn.r per ANSI/TPI 1 S— 2. rAX 4Ca.3..,6180. 45S2 For mar. Information a thle Job a general note. page and these u.b sites: ITWBCG: u w. itubeg.00m: TPI: w u.ipinst.or9: TCA: w .sbcln siry.com: ICC: w w.I....r..org R=57# U=17# NAILED R=49# NAILED SEO = REV. 15.02.O0C.121ZOFS-E 365BI3 1.5621 Eduardo Avellane P.E. #40040 2480 E. Michigan S ,PC Orlando, Fl. aTC LL TC DL DL BC LL TOT . LD . 20. OPsf REF 7 . OPsf 10. OPsf oRWG 0 . Opsf 37. 0 sf DATE 02-10-2017 0/R LEN. 3 DUR . FRC . 1.25 JOB # : 170159B SPACING 24.0" ITYPE JACK Job. Ll/UiD=j-L0UFIIr'L1, nUI) -i\rJ UCbiyil / u. i Value Set: 13B CEFFective 6/1/2013) Top chord 2x4 SP #2 Bo chord 2x4 SP #2 Lumber volue set "13B" uses design values approved 1/3D/2013 by RLSC DeFlection meets L/240 live and L/180 total load. Creep Increase Factor For dead load is 1.50. LEFT RRKE = 1'5"5 Info uw. - -- - - uEolul— -u-11 rnull InUOZ3 rirN a LnIUUI 140 mph wind, 15.00 Ft mean hqt, RSCE 7-10, CLOSED bidq, Locoted anywhere in roof, RISK CRT II, EXP B, wind TC DL=4.2 psF, wind BC DL=5.0 psF. GCpi (+/-)=0.1B Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For 1D.DO psF non -concurrent live load. Al wind load cases on this truss have a 1.33 duration Factor. R--38# Rw-24# U-32# NAILED I.4" i 1' 2'5"G R=20B# U-5G# RL=22# W-B" Rigid SUrPace) R=7/-12# RW=16# U=12# NAILED SED = 365BIO PLT. TYP .-WAVE DESIGN CRIT-FBC2014RES/TPI-2007 FT/R1-20Y.(DX)/10(0) O T Y= 12 T O T R L= 12 REV. 1 5. 0 2. 0 0 0. 1 2 1 75C F i E t ` fig, ay s„J;„ +„ IISS I NC Li, d, T. ZEF'Lv ionic, FL3a7f)8 8a0 _ 4551pm +9{}7 Ay 407- SSO-4552 WARNINGl** REPO AND FOLLOW ALL NOTES ON THIS ORRWINGI IMPORTANT.+. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses egwlra Ktrems o In Fobrl.otln9, handling hl ping, Instollln nd brcclnp. Refer to and Fallow the loiasi edition .F BCSI (Bullding Component So 'e tyy IpnFormotlon, by PI and VTCRJ For ..ty pp cti.es prior to pe Formino these Functions. Installers hall provide tempo.... br.oing par 6CBI. Ur less noted-oth.rwlse, top hard shall hove properly attoohad truot...I sheothing and bottom chord sh.11 hove properly tt..h.d rigid telling. LocotTone hown For permanent lateral a irolni of websshallhovebroclnpInaotolledperSCSIscoonsB3, 87 r B10, os pplicable. Applyy pel.tes to each Faca F truce nd poslT ion a shown .hove and n the Joint Det.11e, unless noted otharwTsReFartodrawings160RZforst.ndard splot. poosltlons. IT Bullding Components Group Inc. hall t ba P bl, for any de Iotlon From ihia drawing ny Follure to build The truss In oonformo nce with ANSI/TPI 1, or for h.ndling, shipping, Instolloilon 6 aingg .F t.....— rRu.l on thl. d..wingg .over p.g 11.ting thl• dr.uing, Indloatu o.o pi.n.• of proF u lon anglnmering responslblllfy oisly For the d lgn shown. Th. .'IT.bllltyy and uo of }h1 dr.0 ing. l for any at ... tur. I the r.:%_1blllty .F the Bullding RNBI/TPI 1 S— 2. For more Inform.tlon e e this fob a general notes page .nd these web epee: ITvgcc: w w.ltwbag..am: TPI: w w.tpinst.org: TCR: u .sbcin ctry...m: ICC: w w.I.a.aF...rg Eduardo AVellaIle P.E. #40040 2480 E. Michigan S Orlando Fl. TC LL 20. O S p TD DL 7 . OPSI C D L 1 0 . O P S r B C L L O . OPSf T 0 T . L D . 3 7 O S r REF DATE 02-10-2017 D R W D O/R LEN. 1 D U R . F R C . 1 . 2 5 JOB # ' 1 7 0 1 5 9 B SPACING 24 D" TYPEE JACK 711 ANx-= . t a}"" z°r #?s, T xr ytie-"'`.paa.,,. d / ( a { na nS s k ", 1 X i' S ",t,. ,?i d }'z' a La'ex7 F kY\ 4 Y;» .. ...s. `..s:`xs, _ ,_.i-...-. .ret _n .4a,, e Search BCIS Home I Log In User Registration i Hot Topics Submit Surcharge I Stats &Facts i Publications FBC Staff BCIS Site Map i Links j d bFdda Product Approval D USER: Public User 71i-, Product Approval Menu > Product or Application Search > Application List I- --- - -- -- - r — _ _- _ Refine Search Search Criteria _,.. _ _ _. -.. ____ Code Version 2014 FL# 251 ALL Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Methodp ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description ALL ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure Other ALL I Search Results AipP)cat[ons FL# YvDe Manufacturer Validated By Status Miami -Dade BCCO - VAL Approved FL251-R28 Revision PGT Industries Category: Exterior Doors 786) 315-2590 Subcategory: Sliding Exterior Door Assemblies the Commission if necessary. Approve Dy L)nrrc. „PP-111 r I_.._..-- -- Con a t Us :: 2601 Blair Stone Road TaliahaF,5pp FL 32399 Phones: 650-487-1824 The State of Florida is an AA/EEO employer. copyright 2007-2013 State of Flgrida.:: Privacy Statement; :: Acce t-v Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iI a te 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 personal address, please provide the Department with an email address which can Pe click availablellele to the public. To determine if you are a licensee under Chapter 455, F.S., leas Product Approval Accepts: eChesk Credit Card Safe f h V1LD i SANFORD O pA Rit 17-889 ' M IAM f •QADii N411AI II—DADE COUNTY, FLORIDA c PRODUCT CONTROL SECTION 11805 Sw 26 Street, Room 208 DEPARTMENT OIL' REGULATORY AND ECONOMIC RESOURCES. (RER) T (786) 315-2590 F (786) 315-2599 BOARD AND CODE AD13INIstRATION DIVISION ivww uii midade goi,/economy NOTICE OF ACCEPTANCE(NOA)_ PGT Industries, Inc. 1070 Teclknology Drive, North Venice, Fl. 3 4275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constrlictiorrmaterials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miatni—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County ProductControlSection (In Miatni Dade County) and/ or the AHJ (in areas otlrer than Miami —Dade County) reservetherighttohavethisproductormaterialtestedforqualityassurancepurposes. If this product or materialfailstoperformintheacceptedmatmer, the manufacturer will incur the expense of such testing and the AHJmayimmediatelyrevoke, modify, or suspend the use of such product or material within their jurisdiction. R'ER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County ProductControlSectionthatthisproductormaterialfailstomeettherequirementsoftheapplicablebuildingcode. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "770—HP" Aluminum Sliding Glass Doors w / Reinforcements APPROVAL DOCUMENT: Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SGD — L.M.I.", sheets 01 through 10 of 10, dated 08/05107, prepared by manufacturer, revision "E" dated 12/31/14 andlatestupdate03/05/15, signed and sealed by Lynn A. Miller, P. E., beating the Miami —Dade County ProductControlSectionRenewalstampwiththeNoticeofAcceptancenumberandexpirationdatebytheMiami — Dade county Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label witli the manufacturer's name or logo, city, state, series, and following statement: ...Miami Dade County Product Control Approved", unless otherwise noted hereui, er a renewal application has been filed and there has beenREVISIONofthisNOAshallbeconsideredaftnochangeintheapplicablebuildingcodenegativelyaffectingtheperformanceofthisproduct. TER1v11TNATION of this NOA will occur after the expiration date or if there has been a revision or changeinthematerials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsementofanyproduct, for sales, advertising or• any other purposes shall automatically terminate this NOA. FailuretocomplywithanysectionofthisNOAshallbecauseforterminationandremovalofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, andfollowedbytheexpirationdatemaybedisplayedinadvertisingliterature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or itsdistvibutorsandshallbeavailableforinspectionatthejobsiteattherequestoftheBuildingOfficial. This NOA renews NOA No, 13-1009.07 and consists of this page I and evidence pages E-1, Fr2 and I, 3, as well as approval docurnent mentioned above. The submitted documentation was reviewed by Jaiiue D. Gaseon , P.E. NOA No. I5-0106.03 MIAMI DADE COUNTY - ' s` Expiration Date: March 24, 2020 E , ' yam Approval Date: Mardi 12, 2015 t Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0004, titled "Series 770 H.P. Alumitlara SGD — L.M.I.", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "E" dated 12/31/14 and latest update 03/05/15, signed and sealed by Lynn A. Miller, P. E, BTESTS per FBC, TAS 202-94 1, Test reports on: 1} Air Infiltration Test, 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of Aluminum Sliding Glass Door ( XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 7825, dated 06/10/2014, signed and sealed by Idahnis Ortega, P. E. 2, Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marred —up drativings and installation diagram of Alunninum Sliding Glass 1, B-2 and C-1}, prepared by Fenestration Testing Doors (Samples A-1, A 2, B Laboratory, Inc.; Test Report No. FTL --7468, dated 09/13/2013, signed and sealed by Martin D. Brinson, P. E. Subinitted randel-PI MOOS NBC OA No. 13 l r?0, TAS 3. Test reports on: 1) Air Infiltration Test, per FBC, 202-94 2) Uniform, Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked --up drawings and installation diagram lu Sliding Glass Doors (Samples A-1, A 2, B-1, B-2 and C-1), prepared by Fenestration ion Laboratory, Inc., Test Report No. 17L-5998R, dated 12/29/09, revised, signed and sealed by Julio Gonzales, P. E. — Siibjititted raider pr-eviotts NOA A'o. 09-0826.12) Jaime D. Gascon, P- E. pl.ocloet Control section Supervisor NOA No. 15-0106.08 Expiration Date: March 24.2020 Approval Date: March 12, 2015 E --1 z PGT Industries, Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B, TESTS (CONTINUED) 4, Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-942) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 94 6) Forced Entry Test, per FBC 2411.3.2,1, and TAS 202-94 along with marked -up drawings and installation diagram of bu nm, Slidingong GlTestass Doors (Samples A-1, A2, B-1, B-2 and C-1), prepared Y ng Laboratory, Inc., Test Reports No.'s FTL--5998, FTL-6005 and TLr-6012, dated 08/10/09, all signed and sealed by Julio Gonzales, P. E. Submitted amide,' previous NOA No. 09-0826.12) 5. Additional reference supporting Test Reports No. ATI72138.01-401-18 and FTL,5254. C. CALCULATIONS 1, Anchor verification calculations and structural analysis, complying with FBC 5t' Addition (2014), prepared by manufacturer, dated 03/05/15, signed and sealed by Lynn A. Miller, P.E. 2, Glazing complies with ASTM E1300-04/ 09 A, QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. tV1ATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Krrrar ay America, Inc. for theirKurarayPVBGlassInterlayer" dated 03/12/15, expiring on 12111/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5"' Edition (2014), issued by manufacturer, dated 12/31/14, signed and sealed by Lynn A. Miller, P. E. 2. Laboratory compliance letter for Test Report No. FTL-7825, issued by Fenest a iozlTestingLaboratory, Inc., dated 06/10114, signed and sealed by Idalmis Ortega, P. 3. Department of State Certification of PGT INDUSTRIES, INC. as a for profitcorporation, active and organized under the laws of, the State of Florida, bated 01/27/15 and filed by the Secretary of State. 4. Statement letter of commitment, issued by manufacturer, dated 02/20/14, signed and sealed by Lynn A. Miller, P. E. ,- / - Submitted ander'previotas NOA No. 13-10(tg'D7) JaimeD. Gascon, . E- Product Control Section Supervisor NOA No. 15-0106,08 Espiratiojj Date: March 24, 2020 Approval Date: March 12, 2015 E — 2 PGT Industries, Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STA.TEMEANTS {CONTINUED} with FBC 2010, issued by 5. Statement letter of conformance to and complyingmanufacturer, dated 10/04/13, signed and sealed by Lynn A. Miller, P. E. Srrbrrritte0 wider previous NOA No. 13 1009.07) 6. Statement letter of no financial interest, issued by manufacturer, dated 10/04113, signed and sealed by Lynn A. Miller, P. E. Submitted under previous NOA No. 131009.07) 7. Laboratory addendum letter for Test Report No. FTL-?468, issued by Fenestration Testing Laboratory, Inc., dated 01/13/14, signed by Manny Sanchez, CEO. Subrrritted under previous NOA No. 13-1009. 07) 8. Laboratory compliance letter for Test Report No. FTL-7468, issued by FenestrationTestingLaboratory, Inc., dated 09/13/13, signed and sealed by Martin D. Brinson, P.E. Submitted under previous lA10A No. 131009.07) 9. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon, P. E. Submitted under previous NOA No. 13 1009.07) 10. Notification of Successor Engineer for manufacturer's NOA document per Section 61G1527.001 of the Florida Administrative'Code, notifying original engineer that the successor engineer is assuming is professional dated 1007/111 signedsandrty for all sealed by engineering documents pertaining Lynn A. Miller, P. E. Submitted widerprevious NOA No. 11-1018.16) 11. Laboratory compliance letter for Test Reports No.'s FTL-5998, TTIr600S and ffL- 6012, all issued by Fenestration Testing Laboratory, Inc., dated 08/10/09, signed and sealed by Julio Gonzales, P. E. Submitted under previous NOA No. 09-0826.12) 12. Proposals No.'s 09-0177-A, dated 05/05/09, B, dated 05/27/09 and -C, dated 05/ 27/D9, all issued by the Product Control, signed by Ishaq Cbanda, P. E. Submitted under previous NOA No. 09-0826.12) G. OTHERS 1. Notice of Acceptance Na. 13-1009.07, issued to PGT Industries, Inc. for their Series ass Doors ry / Rcinforcenients - L.M.I.", approved on t / 0-e Aluminum Sliding Gl 02/ 28/14 and e\piring on 03/24/15. . Jaime D. (;ascon, P. E. Product Control Section Supervisor NOA No. IsAI06.08 1,- piratio i Date: A4areh 24, 2020 Approval Date: March 12, 2015 E — 3 NG GENERAL NOTES: SERIES 770 H.P. LMI SLIDING GLASS DOOR WITH REINFORCEMENT DE 3EETREESU=RER CNGf, RATED PACT RGEI&SMALL SHEET 4 ISSILE IMPACT RESISTANCE ERIOR TO INTERIOR) 1) GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXT GLASS STRENGTHS: T =TEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES: SG = .090" DUPONT SENTRYGLAS G4 - 7116" LAMINATED: (2) LITES OF 3/16" HS WITH .090" SG INTERLAYER. G4A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH .090" SG INTERLAYER. G6 - 1" LAMINATED INSULATING GLASS: 3/16" T EXT. CAP + 3/8" AIR SPACE+ 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH .090" SG INTERLAYER. GOA - 1" LAMINATED INSULATING GLASS: 1/4" T EXT. CAP + 5/16" AIR SPACE + 7116" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH .090" SG INTERLAYER. 2) DESIGN PRESSURES: BANEGiMTIV'_ DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTIA E136-67 POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 3) ANCHORAGE: THE 33.1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 4-6. 4) SHUTTERS ARE NOT REQUIRED. 5) INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: TEST REPORTS FTL-5998, FTL-6005, FTL-7468, FTL-6012 & FTL-7825. OR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUALELCOULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS F7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 2 TRACKS BY 9 FT. (108") HIGH WITH MAXIMUM 4 FT. NOMINAL WIDE DOOR PANELS, MAXIMUM 4 PANELS. SEE EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2 & 7. D.L.O. WIDTH = NOM. PANEL WIDTH -7" D,L.O. HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1,866" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5-6 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADS COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 114" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 2010 Frame min. Edga min. Group Anchor Subslrets Member Distance jEmbadmontl j2i 1/4' Elm Ullracon 1/4' Elm 410 S.S. CreleFlex 1/4' Elco Ultmcon 012, 1" or 410 S.S. SMS, 3 (min. 11 threads/In 1/4- Elm 18-8 S.S. Aggre-Gator 4 1# 12, Steel SMS G5, AWmmum, ouorio Head/SIIIIJamb 318' 0.( min. 11 threads/in) Steel A36' H adlSlll/Jamb 318 00 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. MEl AL SUrda i rw I E TO MSTRENGTHANDTHICKNESSREQUIREMENTSPERCURRENTFLORIDABUILDINGCODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. AND aoxoxiis, Fr 3e27s SERIES 770 H.P. ALUMINUM SG — LMI P.O. BOX 1528 e..w.ana,t sd.: spree a'"ww NOKOMIS, FL M274 ® gpp770 }/p, NTS 1 w 10 PGT0004 NOA DRAWING MAP SHEET GENERAL NOTES.............1 E LE VAT ION S......................2 GLAZING DETAILS ............ 3 ANCHORAGE .....................4-S DESIGN PRESSURES ....... 4 ELEVATIONS ..................... 7 CONFIGURATIONS........... 7 VERT. SECTIONS..............8 HORIZ. SECTIONS....,....... 8 PARTS LIST ....................... 9 EXTRUSIONS .................... 10 witlr dw Florida NV EYN No.58705 0 s re FORION S— tl 9ZONAL EN, A. LY I I AIILL i2, P.E. P.E.9 58705 t 4' ` MAX. UNIT WIDTH 96" MAX. DOORUNIT 8 6 8 HEIGHT e 6 108" XO, OX, XX MAX. UNIT WIDTH 145 5/16" MAX. DOOR 8 6 UNIT e 8 e " HEIGHT / / 108" OXX, XXO, OXO MAX. UNIT -- 1WIDTH1911/2" MAX. DOOR HEIGHT 1081, OMO APPROVED CONFIGURATIONS NO CHANGE THIS SHEET 4070 TECHNOLOGY DRIVE NO CHANGE THIS SHEET NOKOMIS, FL 34276EEEEEINOCHANGETHISSHEET P.O. HOX 7629 NOKOMIS, FL 34274 PROi7UCf RENGWI3D ai complying wldi the Plo idu Bdlincet Code n «v,o •J.. .. 1111111 IY19 NNF •'.F,QENSNo. 58705 STA E r TIONS Gc'' FLOR10?.•' Gam\` 770 H.P. ALUMINUM SGD - LMI sue.: rx cMsn xa e^+ A. LYI4IJ M L ER, P.E. I--, fJTS2 d i0 PGT0004 E P.E.N 58705 1 r 3/15" HS GLASS 3/16" HS GLASS DUPONT .090 SG DUPONT .090 SG EXTERIOR 3/16" HS GLASS — 74 318" AIR SPACE 3/16" HS GLASS 3116" T GLASS EXTERIOR 7/16" NOM. 1" NOM. 82 - 83 314" NOM. GLASS 80 BITE 79 56 154 I 7/16" LAMINATED GLASS TYPES G4 1/4" HS GLASS DUPONT.090 SG 1/4" HS GLASS —+- EXTERIOR 9/16" NOM. — 82 81 74 314" NOM. GLASS BITE 1" LAMINATED INSULATING 55 GLASS TYPES G6 SG = DUPONT SENTRYGLAS 3/16" HS GLASS EXTERIOR DUPONT.090 SG 3/16" HS GLASS 74 74 5/16" AIR SPACE 1/4" T GLASS 1" NOM. 83 3OM. 314" NOM. GLASS GLASS BITE 79 BITE I " ( 56 mmDtYhrB u4tlt the/Fl orida Builin8 CON-,.. J 54 NN \ • pN( .. NN 55 1" LAMINATED INSULATING •' t 9/ 16" LAMINATED GLASS TYPES G4A NO 58705 GLASSTYPESG6AAE OF r 44; RM bu GLAZING DETAILS %P cs.... 1CNOCHANGETHISSHEET1070TECHNOLOGYDRIVER" Ser" NOKOMIS, FL 34275 " ,i s/AG I D BEADING&TEXT SERIES 770H.P.ALUMINUMSGD-LM! Rerislnv: P.O. BOX 1520 5„1„.y: sm.: aec °`++' fl0" A. LYNN , ILLER, P.E. I _ E NO CHANGE THIS SHEET NOROMIB, FL 34274 ® SG0770 H.P. NTS 3 a 10 _ PGT0004 E P.E.N 58705 0 10 1: Design Pressure (DP) and Anchor Quantities Require For all approved Configurations, Sheet 2 and Glass Types, Sheet 91-7l8' (DLO) Reln(orced Interlocks 69-7I8' (DLO) 73-7/8" (DLO) 79-7/8" DLO 87.7/8' (OLO) gnchor Group Anchor Group Heavy -duly Astragal Heavy-duty Stllas Anchor Group Anchor Group Anchor Group Mchor Group d 1&2 3 4 182 3 4 1 2&4 3 1 & 2 3 4 1&2 3 4 1 2 3 901.130 901-130 P (pso 901-130 901.130 901-130 90f-130 C5+2 C5+2 C5+2 C5+ 2 C6+2 C8+ Head/Slll C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 Ca+2 12 12 1` 24' ( DLO) 10 10 10 t0 10 10 10 10 12 Jamb 10 10 10 10 10 901- 130 90I2130 90/-130 pp () 90l-130 90l-130 901-130 C6+2 C6+2 C6+2 CB+2 C6+2 C7 +2 Head/SIIIC6+2 C6+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 CB+2 C6+2 12 72 14 1 30' (DLO) 10 10 10 12 10 10 10 12 10 12 Jamb 10 10 10 10 90/-130 g0/4130 901-130 DP (psp 90/-130 901-130 90/-130 C6+2 C7+2 C7+2 C7+2 C7+2 C7+2 C7+2 C8 +2 CE m 29" Haad/SIII C5+2 G5+2 G5+2 C5+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 12 12 16 a 36` ( DLO) 10 14 10 10 10 14 10 12 16 Jamb 10 12 10 10 12 10 90l-130 901-121.4 ZOP P, q0 80/-130 90/-130 901-130 90/-130 C8+2 C7+2 CB+2 CB+2 C7+2 C8+2 G 35, Head/ SIII C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C7+2 C7+2 C7+2 C7+2 CB+2 12 12 18 42' DLO) 14 10 10 14 10 10 10 i6 10 1Z 18 Jamb 10 12 10 10 901-130 gpl- 118.6 901.110 90/-1309D1-130 C8+3 C8+3 C8+3 C7+3 CB+3 CB+3 C7+2 CB+3 HeadIS111 C6+3 C6+ 3 —1.CB+3 C7+3 C7+3 C7+3 C7+3 C7+3 C8+3 18 i2 12 18 48' (D41, LO) 141010i6 10 10 10 18 12 12 Jamb is 14 10 10 DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. EXAMPLE ON SHEET 5 NOTE_ JAMB ANCHORS ARESPECIFIEDASTHETOTALQUANTITY, O 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3 1/4' SILL, POSITIVE PRESSURES IS 60. 0 PSF MAX. NEGATIVE PRESSURES UNCHANGED), SEETABLE1AON THIS SHEET. 3.2 112", 3114" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED, POSITIVE DESIGN PRESSURESSHOWNINTABLE1MAYBEUSEDPROTECTEDWHENTHEDOORIS FLORIDABUILDINGCODE (SEEADJACENTDIAGRAM); HIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 1, 5 & 6 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. D.L.O. WIDTH = NOM. PANEL WIDTH -7" D.L.O. HEIGHT = DOOR UNIT HEIGHT-10,125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" NOKOMIS, FL M275 P. O. BOX 1529 NOKOMIS, FL 34274 NGTH FOHLENGTH= OH RATIO OHHEIGHT QUAL TO 1 O OR GREATER 0 SEE NOTE 3 DP HEAVY DUTY ASTRAGAL HEAVY DUTY STILES 62 111 61 66 65 66 61 ALL INTERLOCKS TO BE REINFORCED A; Sill Height to Max. (+) DP Water Inrillration Rating) Design Sill R ser Heighl p a cnre. osf SEE NOTES 1-3 IES 770 H.P. ALUMINUM SW FLP. NGD - LMI 10 PGT0004 TS 4 a a PRODUCTRIiNEWEDavcomplyht8w11h the Flurlda ISu41din9Codc A=—i 111ntIrl oN( IYNN No. 5B705 13 SA7- or :• U L A' LYNN MILLER, P. E. P.E.9 58705 1. 1 1 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHORS: SEE SHEET 1. 2. ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4: HEAD & SILL ................ 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. ON CENTER. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL / INTERLOCKS ON SHEET 6. JAMBS ......................... 6" MAX. FROM BOTTOM AND 17A26" MAX. O.C. UTILIZING JAMB ANCHOR QUANTITIES FROM TABLE ON SHEET 4. SEE "C8" CLUSTER INTERIOR DETAIL, SHT. 6 ASTRAGAL "+ 3" ANCHORAGE ANCHORS PER PANEL" ARE THOSE INTERLOCK CENTERLINE O.C. 7" MAX. I- 8" MAX. AT THE HEAD AND SILL BETWEEN 3-1/2" MAX. CENTERLINE _ I CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMB. o 0 0 0 o 2.04" o 0 0 4.051" 0 0 0 0 1 _ 24" MAX. O.C. 3.5" MAX. O.C. 8" MAX. --I CENTERLINE OF PANEL 1 I-- CENTERLINE OF PANEL 2 CENTERLINE OF PANEL 3 EXAMPLE OXX ANCHORAGE PLAN: Cg+3 HEAD &SILL ANCHORAGE (3 PANEL 2-TRACK EXAMPLE SHOWN) (25) ANCHORS TOTAL 3) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR GROUP 4 EXTERIOR C8+3 = (36) ANCHORS TOTAL AT HEAD AND AT SILL 3 C8 3 08 3 C8 3 6" MAX. x 108" MAX x x 1- x x xx x x xxxx x x Cl. 24" MAX. 8" MAX., TYP. O.C. — ASTRAGAL 191 1/2" MAX. 17.125" MAX. O.C. TOTAL OF 12, (6 PAIRS) GROUP 4 ANCHORS PER JAMB (SEE SHEET 6 FOR PAIR O.C, SPACING) MAX. EXAMPLE OXXO ANCHORAGE PLAN: 4) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR GROUP 4 NO CHANGE THIS SHEET ANCHORAGE SPACING & EXAMPLE PLANS f070 TEGHNOLOGYDRNElj T- CLARIFIED OC & TEXT NOKOMIS, FL 24275 SERIES 770 H.P. ALUMINUM SGD - LMI NO CHANGE THIS SHEET P.O. SOX 1529 ,,,,,,,. sue,: sn..t o,..` - NOKOMIS, FL 34274 SnO170 H.P. NTS 5 d 10 PGT0004 PRODUCT p pNt:WliD wmplyin with li,e Floddu 11dio8 Code ,fr „ f' 11IIIIII— 0" 1YNN 49` No. 58105 3 ' 3jSlfs ; tu; SY E P•CJ` A. LYwWLlE'R. P.E. P. E.H 58705 4 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. METAL SUBSTRATES SIMILAR TO WOOD SUBSTRATES AS SHOWN. DIAGONAL, O.C. DIMENSION IS 4.051", SEE CLUSTER DETAILS, (APPLIES TO ALL ANCHORS). 2 1/16" ` 2x WOOD BUCK TYP., EDGE DIST., SEE ANCHOR NOTE ISEE CHART 3, SHT. 1 SHT.1 011— EXT. EMBED., SEE CHART SHT.1 ASTRAGAL OR INT. --INTERLOCK CENTERLINE 1.75" 3.5" 7 INT. 7" 3.5" -•— 3.6' 4.D51" ASTRAGAL OR INTERLOCK CENTERLINE 3.5„ 2.04" INT. 7" 1.75" ASTRAGAL OR INTERLOCK CENTERLINE 7" y 3.5 ly 2.04" f 4f 3.5" 4.051" 2.04" Q 4.051" 7 w 4.051" 3.5" 7" 2-TRACK ASTRAGAL 5 ANCHOR CLUSTER INTERLOCK 2-TRACK ASTRAGAL 6 ANCHOR CLUSTER 1 INTERLOCK C6 2-TRACK ASTRAGAL / INTERLOCK 8 ANCHOR CLUSTER - CB 2,06" C5 114' EMBED., SEE CHART, SHT. 1 —{ MAX. SHIM 1/4" MAX. SHIM •-1 EDGE DIST., WOOD ANCHOR7YP., SEE 1x WOOD SEE CHART ANCHOR NOTE 2, SHT. 1 BUCK TYP., SHT. 1 DETAIL A, 2-TRACK W/SCREEN FRAME HEAD SEE ANCHOR WOOD INSTALLATION NOTE 3, SHT. 1 CONCRETE 2-1/16' " ANCHOR TYP., EDGE DIST., SEE ANCHOR SEE CHART 2-1/16"" NOTE 1, SHT. 1 INT. ASTRAGAL OR INTERLOCK CENTERLINE 7" 4" s 4.051" 2-TRACK ASTRAGAL/INTERLOCK 3.5D" 4.051" MIN. DIAG. O.C. TYPICAL .IAMB ANCHOR PAIR FOR SHT.1 ONCRETE 7 ANCHOR CLUSTER - C7 EXT. EDGE DIST., EMBED., EXT. I L EMBED., SEE DETAIL D 2-TRACK FRAME JAMB SEE CHART SEE CHART, SHT. 1 CONCRETE INSTALLATION SHT. 1 2-1/16" CHART, 1/4" 2x WOOD BUCK TYP., SEE I WOOD SHT.1 MAX. ANCHOR NOTE 3, SHT. 1 BUCK TYP., SHIM WOOD ANCHORTYP., SEE SEE ANCHOR EXT. ANCHOR NOTE 2, SHT. 1 C] EXTERIOR INTERIOR [> NOTE 3, SHT. 1 DETAIL B, 2-TRACK FRAME HEAD (ALL VERT. SECTIONS) MAX. ONCRETE WOOD INSTALLATION EMBED., SEE SHIM WOOD ANCHOR TYP„ CHART, SHT. 1SEE EDGE DIST., ONCRETE ANCHOR TYP., SHIMANCHORNOTE2, SHT. 1 1/4" MAX. SEE CHART SEE ANCHOR NOTE 1, SHT. 1 SHT. 1 DETAIL F 2-TRACK FRAME HEAD PRODUCT RE.NL'WED w wmplylpplth the Florida 1/ 4" MAX. 2x WOOD BUCK TYP., SEE CONCRETE INSTALLATION ANCHOR NOTE 3, SHT. 1 tin CJ SEEANCHOREMBED., SEE 1/4" MAX 2-1/16" * ED.d Ml.fl AS REQ. NOTE5, SHT. 1) CHART, SHT. 1 2-1/16" * (SEE ANCHOR GROUT k- t Control WOOD ANCHOR NOTE 5, SHT. 1) CONCRETE n EXT. T TYP., SEE ANCHOR EXT. i NOTE 2, SHT. 1 o I1LYNNIM/7 EMBED.,SEE 2xWOODBUCKTYP., SEE TTT--- , CHARTSHT, 1 EDGE DIST., EXT. ANCHOR NOTE 3, SHT. 1 SEE CHART DETAIL E, 2-TRACK FRAME JAMB CONCRETE ANCHOR TYP., EDGE DIST. SHT. 1 i x : No. 58705 - DETAIL C 2-TRACK WOOD INSTALLATION SEE ANCHOR NOTE 1, SHT. 1 FRAME SILLSEECHART WOOD INSTALLATION DETAIL G. 2-TRACK FRAME SILL SHT. 1 E w CONCRETE INSTALLATION0 •, S { R By_- o. R.wu,,.: u"°bm'' S' A E J.J. 10112111 C NO CHANGE THIS SHEET 107OTECHNOLOOYORNE ANCHORAGE EXAMPLE CLUSTERS T.''.,PLOR\0,.•" CO StS v`\•`` yy4; wro: R,y{,,py: D' JR 09/ 20/i3 D TEXT, D/M REFERENCE POINTS NoxoMIs, FL 34276WRY. P.O. BOX 15294id,, NOKOMIS, FL 34274 SERIES 770 H.P. ALUMINUM SGD - LMI OIVA- 1 1 P.E. A. LYPE.# 58705 JR a12131114 R" E NO CHANGE THIS SHEET SOD770 N. P. y y, NTS yp s d 10 p,,,tp µy PGT0004 Rn- E avx„ mm: g1B. SMC 08/ 05/09 RJA 0 PANEL LETTER SINGLEKINTERLOCK LOCKSTILE SINGLEAINTERLOCK LOCKSTILE D LOCKSTILE SINGLE INTERLOCK M LOCKSTILE SINGLE INTERLOCK LSINGLE ASTRAGAL INTERLOCK OUT soxo" LR ASTRAGAL SINGLE OUTF* INTERLOCK eoxou17 NASTRAGAL SINGLE IN INTERLOCK eoxou) C SINGLE ASTRAGAL INTERLOCK IN ROX IN) SINGLE FIXEDPINTERLOCKLOCKSTILE FIXED SINGLERLOCKSTLEINTERLOCK T ASTRAGAL FIXED OUT LOCKSTILE Poxour) IXED IN LOCFKSTILE soTTASTRAGALSFIXED ASTRAGAL LOCKSTILE OUT soxour) SFIXED ASTRAGAL eoxlN) LOCKSTILE IN NOTE: REINFORCEMENT ( ITEM #66) REQUIRED AT ALL INTERLOCKS 4 INTERIOR ALL PANEL TYPES) F, EXTERIOR D. L.O. WIDTH = NOM. PANEL WIDTH - 7" D. L.O. HEIGHT = DOOR UNIT HEIGHT-10,126" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" y: Data' ReW_U f: J. J. 10/12/11 C ladNO CHANGE THIS SHEET I JR 1 12131114 1 E I NO CHANGE THIS SHEET I JAMB DETAIL W OR U, NOTE: SHT. 8 & ANCR 1. MAXIMUM NOMINAL DETAILS'D' &' E-,S HT6 INTERLOCK DETAIL'J', PANEL WIDTH FOR ALL SHT. 8 PANEL CONFIGURATIONS EQUALS 48" ASTRAGAL DETAIL W', . HEADER DETAIL'(', SHT, 8 EXTERIOR ANCHORDETAILS'A',' B' F', SHT. 6 lUl I/X' MAA.UNII WIUIN 41" MAX. NOMINAL D.L.O. PANEL WIDTH r_---WIDTH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE R' L' D' P' 97 7/8" MA MAX. DO' D. L.O. UN HT. H. SEE TYP' REINF. NOTE REINF. TY 3 SEE FRAME & OXXO ( 2 TRACK) PANEL CORNER CONSTRUCTION DETAILS BELOW D X 1. 50' PH SMS iR T SILL DETAIL' H', SHT. 8 & ANCHOR DETAILS'C' & G', SHT. 6 SILICONE HERS 48XV PH SMS PANEL CORNER FRAME CORNER DETAIL D ETAI L NOTES: 1, SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL PANEL WIDTH = 48". SEE SHT. 8 FOR SECTION DETAILS AND SHTS. 4-6 FOR ANCHORAGE DETAILS. 2. MAX. DLO WIDTH = 41"; MAX. DLO HEIGHT = 97 7/8", MAX PANEL HEIGHT = 106 1/8" 3. (1) LOCK ( ITEMS 76 & 107-110)AT EACH LOCKSTILE, LOCKING INTO KEEPER ITEM 103) AT FRAME JAMB OR ASTRAGAL. 0 TECHNOLOGYDRNE PANEL TYPES/EXAMPLE ELEVATIONS NOKOMIS, FL 34275 P.O.SOXIsz9 SERIES 770 H. P. ALUMINUM SGD - LMI NOKOMIS, FL 34274 RT. S sw. .c'eac o-av e NisGD77aHP. NTS 7 10 PGT0004 the Florida ND 1.YNN4911 i r No.5B705 S/ONAV. L A!L,YNN MILLER, .E. P.E.# 58705 w ALL REINFORCED INTERLOCK DETAIL 'J' 42112 45 52 51 5 3f DETAIL'N' SCREEN AT HEAD 2-TRACK SHOWN) SILL RISERS OPTIONS PART ILLUSTRATIONS SEE SHEET 6 FOR FOR INSTALLATION DETAILS) DETAIL'O' SCREEN AT SILL 2-TRACK SHOWN) SEE D.P. LIMIT TABLE 1A, SHEET 4 SEE SHEET 6 FOR FOR 21INSTALLATIONDETAILS) 19 EXT. EXT. 2.555' 1.567' FLUSH BOX SILL RISER LOW BOX SILL RISER FIILOTRATION RESISTANCE) 2 1/2 ) IN 18 1 EXT. 1.567' FLUSH FLAT SILL RISER NOT VALID FOR WATER INFILTRATION RESISTANCE) 71 20 EXT. 2.565" LOW FLAT SILL RISER 2-1/2-) TH 14 123 FULL LENGTH 410 X 314' OF JAMB SMS, X 3 5 6,@ 81 MIDSPAN 61 15 OPTIONAL CLIP 112 W/ RETAINER #123 K' (FIXED PANEL) 52 40 XTERIOR INTERIOR * ALL VERT. SECTIONS) DETAIL'L' DETAIL ATJAMB 2-TRACK SHOWN) 24 234 14.0155' 3.305' EXT. EXT. MEDIUM BOX SILL RISER HIGH BOX( S I) L RISER 25 22 --T 4.055" EXT. 3,305' EXT. MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER 3-114.) ( 4„) NOICOMIS, FL 34275 p.0. BOX 1629 NOl(Oh11S, FL 34274 ai no MAX. 108" MAX. DOOR UNIT DLO HEIGHT TYP 4 INTERIOR ALL HORIZ. SECTIONS) EXTERIOR DETAIL 'I' DETAIL 'H' IES 770 H.P. ALUMINUM SGD - LMI see H.P. IJTS 8 a 10 PGT0004 ASTRAGAL DETAIL'M' the Plnride FCaF No WeNSC nr e• , No. 58705 J= / 6T TE Or A. LY'4t 11IILL R, P.E. P.E.# 58705 NOTES: 1) ALL ALUMINUM = 6063-T62) ITEMS # 3, 4, 9-10, 12, 13, 16, 17, 26-39, 57-60, 67, 78, 84-99 & 118-122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. THIS SHEET Wo7EOBNDLOOYDRlVE PA UMBERS NOKOM/S, FL 54, SE THIS SHEET P.D. Box 4529 cw.+ NOKOMIS, Ft 34274 ® 50D7 IES 770 H.P. ALUMINUM SGD - LMI H.P.P. N es. sTS a 10 PGT0004 PRODUCT -NBWIID a, 0,mplyin8 with.Ilto Florida BulldinBCode /Fc-- —/ IIII III LYNN Mlz'%, / ON slo 105 _ i 0O11S YEA. LYW 1.1)LLER, P.E. P. E.N 58705 nw 4 1.303" _•_ 0.718" wl 1.05D" y 1.p50" 0.062" 0.61V I 0.534" 0.325" O.Ofi2 0.062" 0.062" p,264 FIXED PANEL CLIP/ INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (7/16") GLAZING BEAD (9/16") 65) MAT'L:6063-T6 (5) MAT'L:6063-T6 (80) MAT'L:6083-T6 (81) MAT'L:6063-T6 4.12511 0.062" }04" 1" I- 0.081" I » 3.25" i 2-7RACK HEAD W/ SCREEN TRACK 0,232" TOP/BOTTOM BOTTOM RAIL ( 2) MAT'L: 6063-T6 69) MAT'L: 6063-T6 3.979" q' 1.4JI67" 10 133"Hj T 1.645"FLUSH FLAT SILL RISER 1.I6" (18) MAT'L: 6063-T6 7^ I 1.872" V V V V 2 TRA C8) ILLW/ SCREEN T6 TRACK 3.125" 0.281" -. IIII •• I HEAVY DUTY STILE HEAVY DUTY ASTRAGAL 1 019„ 0.83 61) MAT'L: 6063-T6 (68) MAT'L: 6063-T6 0.062" 5.069" 1.654" SCREEN STILEI 0.752" j 0.709" -- 0.709" 40) MAT'L: 6063-T6 0.080" J " ` O.DBO" -' U p 1.045" 0.080,, ._I j SILLTRA 0.863I 0.55C 1.211"0.080" L_f 1.254" ( 11)MAT'L: 6063-T6 FIXED PANEL FIXED PANEL 0.081" 1,993" 0.062" RETAINER, 7/8" RETAINER, 9116" 2-TRACK HEAD 0,250" j - -"- 0.875" (123) MAT'L: 6063-T6 (106) MAT'L: 6063-T6 1) MAT'L: 6063-T6 REINFORCEMENT SCREEN TOP RAIL 0.750" r66) MAT'L: 6063-T6 (45) MAIL: 6063-T6 1.993" 0.232" 1 -- 0.750" (F3A EL LENGTH - 9") O.D62" 0.062" SCREEN BTM. RAIL -' 0.232" 0.062" 0.750" ( 46) MAT'L: 6063-T6 0.232" 2.455" 0.062" I ' j- 0.906' 3.955" 4.055" 3.305" 3.205" 2.555" 0.062" 1 1.5671 1 0.062" -ti ll 0.062" ii- 0.062" -- - HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX S1LL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER ga) MATI • fina3-TR (23) MAT'L 6063-T6 (21) MAT'L: 6063-T6 (19) MAT'L: 6063-T6 (20) MAT'L: 6063-T6 (22) MAT'L: 6063-T6 (25) MAT'L, 6063-T6 1070 TECHNOLOGY DRIVE [ 1 ` I2DBEADINGNOXOM$ jnFL 34276F.O. S, reSERIES 770 H.P. ALUMINUM SGD - LMI THIS SHEET NOKOMIS, FL 34274 SGD770 H.P. I NTS 1 10 d 10 I PGT0004 R ENE"IrD g wlth the P do NoF \ CEIJSP Fep 58705 AU SAEOFS•'(V 5/ 0111AL V' A .,LYIVNIl:1(LLi)2, P.E. P. E.# 58705 8" tj iU Dlx"Y F4C;, S.y, "'xI ICJI "'S l I CR L "Y 1 sohtv`iA Y gsa i s' m _ IBCISHome ' Log Ins I User Registration I Hot Topics I,. Submit Surcharge Stats & Facts Publications bFdda I Product Approval Mal— USER: Public User Product Aooroval Menu > Product or Aoolication Search > Application List FBC Staff I BCIS Site Map 1 Links I Search arch Crrter a Refine Search Code Version 2014 FL# 158 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Ciiarrh Racultc - Annlicatinnc l NYFL# ly-pe Manufacturer Validated ft Status FL158-R8 Revision CAST-CRETE USA, Inc. Category: Structural Components Subcategory: Products Introduced as a Result of New Technology Miami -Dade BCCO - VAL 786) 315-2590 Approved History Approved by DBPR. Approvals by UtiPR snall be reviewea ano rauneo oy me I'uu ano/or me IAmRu6Siuu n nete»m Y. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32M 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: eCheck ^ . Credit Card Safe IMIAMIA4DE - a11Aa11.DADECOOMTY PRODUCTCNIIto eCTION I1803 SW 26 ShOO, Rtom 209 DEPNMiFt.TOF AEGULATOAY AND s.CPNOa11C 1tESDURCES (RER) jilwni, Flail. 33195-2:74 DOAADANn CODEADafI\IS RATlOND1VlS(O,1' T(746)r 315.2590 f (1a61315.2599 NOTICE OF ACCEPWNCE (NOA) CaaaCr etc USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under [be applicable rules and regulations 6osemin9 the case o(consiructian materials. lbe dotumentation submitted has been reviewed and accepted by Miami -Dade County PER- Product ControlSectiontobeusdinNliacniDadeComityandotherarmswherealloocdbytheAuthorityHavinglurisdiaion A}lit. Tiffs NOA ¢lull not be valid after the Ctpin"On date stated bcimv. 76e Miansi-Dadc County Product ControlSection (lit hlixmi Dade County) and/or the AM (in,"as other than hlimni Dade County) rescue the right to haveedforqualityassuranceputpos •cot. If this product or material fails to perform in thethisproductormaterialtest accepted manner, the menufed for will incur Jlc ecpenw of such testing and the AID may immediately rcvOke, modify, or suspend elm of such product Or material %vithin their jurisdiction. TIER reurvcs the riSbt to n.-vmouseAn this acceptance, if it is determined by Minmi-Dada County NDrinet Control Section that this product or material Is to meet the rrgAj.mcAjs of the applicable building code This product is ap .v d as daeribed heroin, and Ias Inca designed to comply with die High Velocity Humane 7Ooc or ]to floriJa Building Code. DMRIMON: ( Cast -Crete) 4", 6" & 12" High Strength Preca_at and Prestressed Canercie Lintels APPROVAL DOCUrtMNT: Drawwing No. FD4612, tilled "Prot -stand Prestressed Lintel Deals". sheet 1 off, preparedbyCmigp.,fwo, P.E., dated Marcb 24, 2003 and Droving No. LT4612, tilled "CrW-(7rett 4", 6" & 1T' LintelSnrcLoadTnbles", sI,mts 1 through 3 cm, prepared by Craig Parilm, P.L. dated March 24, 2003, last rcvisiandriedJuneI2, I014, nil signed and =led by Cmig PaminO, P.E., on elugnst 19, 7A 14, all bearing the Miami -Dad. County Product Control Revision stamp with the Notice of Acccptnuce mimbcr And the cspimtirm date by the Miami -Dade County Product Control Section. rMSSILE IDII'ACT jLS:rLNG; Large and 5.011 Missile Impact Rcaiatanl LAD1tLLNG= . Ach fad shall bearer pemtenem latnl with the m ,clurner name or Ingo and the Miami-edc County logo. RENEWALof Ulis NOA shall be considered after a renewal appbcation bus been filed and there has been no change in the applicable building code negatively affecting the petfonnance of this product. TERh71NATION of this NOA will owur uPa the cap -ration into or if thus has been a revision or change in the maleriAls, use, and(or rnanufaclare of the product or process. dfisuse of lltis NOA u an endotsrntcnt of nay product, for sales, advcnis;ng M any other purposes shall aummatially terminate this NOA. Failum to rnmply with anysccllonofthisNOAsbnllbecausefarterminationandmrnovalofNOA. ADVERTISEMENT: Ile MA number preceded by the words ),Bari-Dadc County, Florida, and followcd-by theexpirationdatemaybedisplayedinAdvertisingliterature. If any portion of the NOA is displayed, then it shall be dean in its entirely. INSPECTION: A copy of dins Mire NOA shall be provided to do user by the manufacturer or its d-Wribntorsxnd shall be ovaihrble(or inspection at thejob site at the request ofthe Building Mew - Ibis NOA revises NOA1113-032L07 and consists of thiS page 1, evidence submitted pages E-1, E-2 and E-3 as weld as approval document mentioned about. Tit submitted documentation wits rcvicwcd by Hdmy A. Mukat•, Gf + . ', / NOA No. 1.1-0903.03 nunw+ ncewrm „e.. f^` 6sphnti.. Date: 0911IP-OIE I u 2 -IdAPProrat Dalc 10(09R014 Pog,L CaO-Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 903-060.5.04 A. DRAWINGS 1, D,&,g No. F-D4612, dried "1'nrest and Pre-slresscd Lnr1e1 Details", sheet 1 ?f 1. prejt red by Craig Parnn0. RE., rlmrd Aforch 24, 2003 and Drmrfag No. 1,7`44 , filledCast -Cruse 4" 6",F 12" Gmrl Srrfe Load'1ables° sheets I11norrgb3 af3.lnrparrrl L,r Craig rWrino. P.E. doled A4areh 24. 2003. lasllrr isi0n 91 dated April2d, 300$ bade dings slgrfed nn<l sealer! by Chdg Parrin0, P.& B. 'PESTS Tesl report anJlexrrmllessi»g ar 4". 6••4- 12" Precast Conerele LiWels Pilledmrrl Uflied Modcls, 1o1n1 of(131 e011-11' lildel slmefn+en8 Per mlSTN E-529-94, prepared byApplied Re —1, Lnb0mfarias, Relxrrt No. 30404.4. doled 04110/03, signed and sensed by Clnislophrrd. Unman. RE C. CALCULATIONS D Calculrniausfar Cast-C++se Lfnlrls,d ted05129103.207pages, prrpgwdby Craig Parhm, P.E.. signed mnl scaled byCraig Perrino. P..9- 2. Cnlndaliars far Cast -Crete I—mis, d ded 05129103, 140jvjxS.. p PlIMI br C : g Porrino. P.E, signed andsmied by Craig Prarfnq P.E. D. MATERLALCERTIFICATION: 1. Qrnrli(;•Synmu AfmiunljOr Cast -Crete Afsrchfur Almle Precast Lintels rerfsed m1 Ahn• 1. 2002. 2. Cost -Crete Q+ralim Slats Alnnnnl /or Prestressed Pm Irwis doled 2002. I EVIDENCE SUB-MITTED UNDER PREVIOUS APPROVAL N M0320.09 A. DRAWINGS 1. Armrfng No, FD4612, filled 'Preemi marl Prestressed Linfel Ixlails : sheet 10f 1, prepmed by Craig ParrI'm P.F. d red ,11-1, 24.2003 m+d Dr rn-, g 1'0. LT4612, rider! Casl-Cafe 4", 6" it 12" Linfel Strfe Load Tables", sAeels 1 ilunagh.3-of3, pirpnrerl by G1 aig Pmrino, P.E.. dalrrl H—h 24. 2003, 1-, rerfsien died M 1, 11. 2009. R. TIMS 1. Nale. C. CALCULATIONS L Nan•- D. QUALITY ASSURANCE 1. fir 6Rartri-DarkCamnrBuildingCade CampliafeeOff— E. MATERIAL CERTIFICATIONS 1. Nan,. Il Helmy A. Mokm P.E.•M.S. Product Control Unit Supmisor NOA N. 14-0903.03 Espirntiou Dale: 091111201E Approrpl Dec. 101D912014 E- I Cast -Crete U5A, In, NOTICF,OFACCEPTANCE: EVIDENCESUBMITTEP 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N I2-0209.12 A. DRAWINGS L Drcnving No. FD1611, tilled "Precast and Presiressed Lintel Derolls sheet 1 of 1, prelxlrad by Craig PmThJ0. AR, r/aled March 2a, 2003 and D•meirrg d'o. LT4612; tilled "Cast-LYete d ", 6"& 12" lintel Sa(• Load Tables", sheets I Ilirongh 3 of3, prepm-ed by Craig Parrilm. P.E., dalyd,ilm•di 24, 2003, fast revisiot+ doled Llarell 11. 2005, all signed and sealed by CmIS Parrino, P.F-., nit March 22, 2012 U. TESTS 1. None. C. CALCULATIONS 1. \one. D. QUAI,ITYASSURANCF 1. By dllamf•IMde Co+urlp Delmnment of Pennnli++g,FmL•o»wran, mlclltegedato+p dffnirs. E. MATERIALCLRTIFICATI0IS 1. Nwm. F. o•rnsR L Leiter Prow Cnsl-Crete Corparrtion, damd February D3, 2011, signed awl sco1et1 by Crnlg ParrFno, P.E, ccrthing romp!&ince tritir dra Flaridn Banding Code, 2010 Edition, 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL B 13.0321.07 A. DRAWINGS 1. None. D. T•E.STS 1. None. C. CALCULATIONS J. \one, D. QUALITY ASSURANCE 1. By A"limai-Dade Cowry Dyarcnlcvrl»fReguimory d Pmnamic Resources E. MATERIAL CERTIFICATIONS L AW . t; / Uclhiy A. Alukur, P. E., At,& Product Cuntml Un115nper+9sor NOA N. I1-0903.03 Espimtlon D.1 . 0911 [Cots Appmml D:ae: 1010912014 E-2 Cyst-Crcic USA. In¢. NOTICE OF ACCEPTANCE; EYIDENCESUBMITTED i, NIEWEVIDENCE SUBNIITTED A. DRAWINGS 1. Drawing Ara. FD4612, tilled "1'recnrl and Prestressed LiIDel DerailsC sheer) of 1, prepared b)' Craig Parrina, P.F_, doled Alarch 24, 2003 mid DrmrNrg No, LT4612. Nderl "Gres! -Cycle 4 ", !l^R 12" Lialcl Snfe Load Tnblec", sbcelg 1 lhr• mr<¢h 3 of 3. PiWeed b yCraig Parrino, P.E, dnlcd .4lnr eb 24. 2003, Iasi rerisiolldatedJrrneIZ, 2014, till signed and scaled by Craig Panirlo, P.E. o0 Aagaf 19, 2014. D. TESTS 1. Arone. C. CALCULATIONS 1. Cnlrolnllmrrfor Cnsl•Cxle Linhrls rJrrlrrl 0811912014, yrgaa 14.2011hm&, 14.330. P-P-1 br Galg Pardna, P.B., s4and aarl —kd by Craig Pmrino, P.G. D. QUALITY ASSURANCE L BydBmni-Dade Camtq• Dq!afRegalman' and Economic Resources BF.RI. E. MATERIALC,11TIRCATIONS 1. Mane. F. OTHER 1. Leger from Caul -Crete USA, Inc., dated August 19, 2014, signed any! sealyd by Craig Porrino, P.E, cerlifyag cmnplinnce iiihtheFloridaBnildiNgCode. 2014 Edilial. 11ch0,v":i. Dialmr, l'.E., il1. 5. i'rodncl Control UMI Suptn9sor NOA No. 1440903A3 Esplra[imr Dn[r. 09/11/2018 A pproval Dntr: 10/0912014 iHIGH STRENGTH VVr r r• 4 e 1 a i`,1'®•(Fe ryiCJBfk1 4©ma r•. .fl nR•l® <i LT.'.11 e,_--,. {LSO_ veerr r ®..snClS a tL// n.*.®f7Cj1FC1 I 1 ©(a10 • ['j I2 l tawii nirorY^:rsDATA Tnu a. Yusva a.siu. TSIffIIfrIIJ.2t r(9 C itxc9ta7 Gmayesy.,•,+,.w y pyyyy rn.a o..cryr y CtIIO q7y1e!sfE7®tll ( }pp f2at(f Y CYLT".u+rcwt-i r cnn i7'S[fll k'F rta_=omo0 f2att7E'icm[.' E[C1r...,..•OC FCiO TYPE V TYPE "A" SIM artNM h: IWs YYIrN rOM nil CW-Qnr Yr). iK. as--l, /4 w. if MW •Huhn ]1V4iC../..aolti tMms•Y[roW.0 SWM ram. wrry ro,u.Ma xonma - uai omas Mmw..rc e.:u ux.vr aK«ri'o w na aK >a oes ]urss.a usx m as Flee:' 0.4lo! a w.-fir^r«n, RAIGPAP(iM0 nyinlmnu:+r. OR%O'G. 6321 CR 579'"` 1 c's • SUMEF FL =84f''yS ONALEp.` FLP.EdIG.NO. 4Sam . LINTEL DETAILS I. PRECAST AND PRESTRESSED MZ,`E .- 1,TES 17) n:kM: d 19e sob 4arr.Fdaa1) Ndab'x eVarna4'sbie lied and n V t 4• r. 4' P", wa -• 3]03 ,-J re 6' d li .11Md w 47J7 IN S'l 9?ia I P.a delr! Wa0.vtakritt <avrck mOta=Y .sW ,ME MsaOe^'Ai•4 of c. OF,AW b aKadaYs I/Il)FII r1m a lAsr <;xa,d peSa- Cc 92N1 ; 3fA as waescn _ fin mtmTe re ws ey 9X i4) uxc lxew nSorw• H .an . •Lu (qw]y d Nn) J 1ia:r . ¢dMery Idc:n9 sizWv Cibar Arc ASN AS15 Gaaa 6G Wds a`sJ-0 0: sTM.i M L4 sam!ixf lafs9 d{ 4's aala oa ASaI 6vo hX u a s hv d varllsl l,aa t:Esd AWu+lu bad 5 Lo 2) A ufe faa' Ia'ks bm. ] m mr Limhn1s: 4 i th rmi d L-M+ stw K a aiaq Sds 1s,GM 600 $al< e:tuP'JI kad 1s) Fa amp%tc rAcl rA4:4 M'.iM. slow!. R0 5 IIn"k 11 6 1/2 kKh,a. 16) F. kW IAr,111 ml cmn•'ws vr. bw1 f— m•t 1a.11s11 51l 4tq•x 7) Pn..:e 6R _A Iwd and tad padl 17) $a, load, ms wolrealld May. bW,. R nuwta is pCal+Gas t,::9ia U.1 proud radA'0w !"= la) Sara bah IORd on Mini Cu:yr w.--)^* p M Wad !1] 31" yds 40 6O Wa rsba. bri u li7aaq la) Ad5[ai bleat bd dada . 3a ,4" ky Ps dif rx -Y prorT sdd. -? w:b (AU^.I) akn 1!a E-LL. skl<l Mbr. Tz.-'Yi 17-4' Iblti 1'.f2{-7g rat gh`jfNErac'xUml d 1,7d .R) file h ae•Saced «Mats meaty sT Y Edeh,snrd m s1c (/.+. a<14e'. Ln1t #a ! I F".15040 iutdl:-'a IiMdta sf shed , di+<Cm. VIM WCdb e..,.a m ca i , mly yu:: Fbdba e.yScs4S.U.It0{1t 6) g>ae e::a Fsees m u4k:;te1 fir" F;.:;, , SEE P;E UI TAMES FOR 1= 0d0RAI41ety 7) 4' Told W6 b M b116W •/ a aaovza taNadd ca FOR TJt71 A)3110(Z MNFGRCE9Ck0 {FC6N) n' amc,,,e' n.19.'at 40 b: •w%a/eJa't of m11 r.a mnrY •3+ w owrtehrM FUL! COURSE SAFE LOADS FOR 411 SOLID LINTELS wrr- w4rfr GRAVITY TYPE LENGTH 4S8 X- 6• (421 PRECAST 1180 e- 0' (481 PRECAST 959 4'- V (541 PRECAST 789 5•- 10"(701 PRECAST 460 6'- 6" (7131 PRECAST 360 r- 6" (%j PRECAST 260 9'- 4' (1121 PRECAST 156 10'- 6"{726 PRECAST 116 wm A/ia UPLIFT LATERAL TYPE LENGTH 4S8 458 6" ( 421 PRECAST 687 371 4'- 0• (4B-) PRECAST 597 320 4'- 6" (54- PRECAST 529 255 5-- IV(701 PRECAST 407 148 6'- 6- (78 PRECAST 366 116 7'- 6' (91iJ PRECAST 280 87 9'- 4" (112-) PRECAST ..., 187 55 10• 4'(126 PRECAST 152 43 o) ea: a q :.Cols saxr..baki t1Cs ban Us sdi hoa bllp H (0 J' " FOR 6 1BII 12F72 12F16 ymnti' u nm rcx'rA Aa, + nl arrom m< 1/2' C1R i1P (2) 15 DEBAR FOR 12" 1=MEES 12US 12F8 10) RA " rut R,kd :v - _ 11) RA1m D:'s <:Gad rcb: b b bx<tsd d ks twU 6U8 6F8 6F12 6F16 TYPE 0EslGMlM. 4 12F16-2B/ 2T } - Y—<"' dS6 '' t.1 ''G• g'• 12F28 12F24 12F20 faMnv' - :1f: ' • xgldiaygilh lh:flmlEn - ,... . ^.. asml,wvwls , n. •*': DiflJingllrl. Il5 'ALiV4. ' P(n+a7 + •``• •1• •,• i • (+ e(.` ORG ARR18G E¢ircticm lJJe'lj Zcjk u' RowKu rvnm S%: +• R:...• .• E7r'1_ I 6F32 6F28 6F24 6F20 /p 1 6 G+P H S:4{ntT dey u iion ' gr4AAl ayy R.P. UC.N0.44766 RAv151Q° ,Vs nl,, m"CAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLE'COtM / '^.,,'a" yxa=ar.:c1 au a!u/w wtL%ro tt: c.11: ew-az re - acc. ea ,a:, oeDrax:,a. u.ou !lca 1 a icon AnfinA enn e. obG A4 11.1 PJYFI R SAFE GRAVITY LOADS FOR 5" PRECAST U•LINTELS PORG'PRECASTUa_iNIELS p SAFELOAD PLF SAFE LOAD POUNDS PER LINEAR FOOT SAFE LOAD -POUNDS PER LINEAR FOOT TYPE 6U@ 6T8-IB 6Ft2-IB 6fi 6-! 6T20-106F24-1@-6F24-]@6F72-1B TYPE LENGTH 6U8 6F6 RCMU LENGTH TYPE 6F5-tT 6Ft2-116Ft6- tiK3470 18- ITLENGTH 3'-6" (42`) PRECA57 2332 1676 389Z 5059 6158 7227 8297 9357 3'-6' (42") PFCAST587 1055 596 3'-6- (421 PRECAST 1412 2074 2715 6385279 481 PRECAST 2025 2313 3892 5050 148 7227. 8297 9357 4-0(48' PRECAST 487 787 445 4'-0- (487 PRECA51 1225 1800 2357 027 4583 4'-0- 4'-6' (54' PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 4'-67 (5C) PRECASI 416 609 344 4'-6- (SS`) PRECAST 1083 1592 2064 552 SASS05'-10'(707 PRECAST 300 350 198 5-10_(701 PRECAST 1 1222 16W736 3114 70) 1067 1260 219E 3557 5734 7221 8297 U225 6'-6' (781 PRECAST 949 1078 1831 28-'0 432E 6737 8297 9357 6'-6' (781 PRECAST 263 496 157 6' (78 PRECA51 j21: 10971437;n 1777 2117 2457 2797 7'-6" (901 PH -CAST 779 883 14" 2188 3151 4524 6554 9357 7'-G (901 PRECAST 222 367 116 7-6- (90") PRECAST 8 86304 124909 154d rA t850213514 2431 9'-4' (1I 1I'r E. 584 660 1056 1523 2084 2795 3731 5017 9'-4' (112`j PRECAST 173 352 74 9'- (732') PRECAST 575 5710n 980 1252 1492 1732 1972 16-6-(126') PRECAST 5i4 462Ey 707 if21 1136 1111 1711 IV-G'(1261 PRECAST 03 566 895 1270 1706 2236 21T98 3747 10'-6'(126-) PRECAST 151 276 58 i1'-C(136'f PRECAST 457 513 805 1133 1507 1952 2492 3463 11'-4'(136") PRECAST 139 311 49 RECAST d74 4040n 6B5 9650 1213 1442 1645 12'-O'(1441 FREW 425 477 744 1042 1377 1769 22M 2508 12'-0-(1441 PRECAST 131 277 44 RECASF 454 367 619 8B8 10931299I506IS-4'(I60') PRECAST 373 417 646 B95 1170 1485 1352 2285 13'-4-(1601 PRECAST 117 223 35 RECASTE 102 308 516 736 1247114'-0-(168-) PI'iEGSi 357 391 E05 835 1097 1373 i703 2C87 IA-0(188 PREGISi 111 202 32 PRECAST 368 2651R 475 677 832 989 1N5 T7'-4'(20S1 PRECAST N.R. 299 45$ 20 794 05 1198 1437 IT-4'(20Bj PRESTRESSED N.R. 130 21 PRECAST 253 , 208 338 475 5PS 593 803 e T11 THE ROWERS IN PAREr."IIfESS ARE PERCENT REDUCTIONS FOR 1) JhX NUMBERS N PARENMESi5 ARE F'tM: ' rcEuu : u n rvn ____ .. CRAOE 40 FIELD AUL'.0 htL a[c Encrvw n c GRADE 40 FFr19 ADDED RE84R SEE GBERAL NOTE W. 4 PA 0+++ N5 44 aR prrnuvueQ 7n0 PFy . 4 ., T '7I 60 CRAIG PARRM 6324 OR GflII umeima n[;j" 579 WWII, 33%4 ' FL-P.E.UG.NO.44796SEEGENERALNOTES - SHEET 1 OF 3 A n oCAST--CRETE 4", 6" & 12" LINTEL SAFE LOAD TAE y4'jNERAL AEVISTON • 2) BEI, QF AEVt210N l7f/ _I 1 7r2.1 'i.w• 1 iLTS 499L 14 p/YM K Am WADI tdlF: 7 dnsal mtMnR LTAt! 9CN SAFE UPLIFT LOAM FOR 12" PRECAST U-LINTELSSAFEGRAIATYLOADSFOR12" PRECAST U-LINTELS 41Y7 M7h1 SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 13U8 72TFts 12Ft2-2A ltn6-2B t3110-L t7r1/-1B 2F37-20 Y-6- (421 PRECAST 3428 5000 1 S838 17619 9352 1106D 12755 14438 4'-D' (481 PRECAST 2923 4232 58M 7619 9352 11060 12755 14438 4'^G (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14433 5'-IO'(70) PRECAST 1612 2320 3218 5234 8487 11060 12755 144M, 6'-6• (781 PRECAST 13B3 1986 2679 4196 6421 10032 12755 144 Y-6' (ST) PRECAST 1138 1628 2131 3218 4676 6756 9763 13524 9'-C (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'-6"(126) PRECW 614 1043 1295 1853 2516 3323 4334 5632 11'-4-(136) FRECAST 518 945 162 1649 2216 2893 3719 4746 12'-0-(1441 PRECAST 455 878 I 1073 1513 2D20 2617 3333 4205 13'-4-(150') PRECAST 359 767 926 1294 1709 2188 2743 3400, 1ST'-O'(IMI PRECAST 121 720 855 1204 1554 2017 2451 31061 17'-e(208") PRECAST 451„ 631„ 851,4 1141 1428 17W,4 2102 19'-C(2321 PRECAST Ni_ NIL 343 477 700, 925 1152,1 13MJ 1609 U7 Ax nuera>o nOWE4M7rNcni_-• wee 0A'AN M_ a LpTM. NOTE A'0. 4 cc r-anv I OLM VnR 12' PRECAST w12" RECESS DOOR U-LINTELS 44611 IN1t7 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12sus 12R6-281291Y 37ffN- 17FPi6• 181127- t7R24- 12ff30- 4'- 4' (52-) PRECAST 25M 2942 540 7584 9640 11660 13679 15679 4'- 6- (54-) PRECAST 12319 2740 5468 7584 9640 11669 13579 15679 5'- 8- (68J PRECAST 1347 1841 5 6395 9540 11669 13679 1567q 5- 10'(707 PRECAST 12S 1758 3361 5954 935E 11669 6'- 8' (801 PRECAST 924 1430 2633 4415 6B84 iW54. C12574.1494 7'- 6' (90-) PRRECAST 703 1203 2157 3494 5259 79226 9'- 8- (1161 PRECAST 389 843 1451 21W 3203 4?27 fAYE 40 Fi141 NgCO M5[C 4WRl' A9fE IA1 f LOADS U• UNTELS SAFE LOAD PLF LENGTHTYPEr681 12F8 RCMU S-6" ( 421 PRECAST 4841 393 4'-0' ( 481 PRECAST 4841 299 4'-6- ( 54-) PRECAST 3922 2417 5'-10-( 701 PRECAST 2547 1556'-6" A8jME= 2167 123t T-6' ( 901 PRECAST 474 1771 914I. 9'-4- ( 1121 PRECAST 355 1326 58 10'-6`( 126) PRECAST 306 1143 45-4 PRECAST 278 1041 38 12'-0'( 1441 PRECAST 260 971 34 13'-4-( I6DI PRECAST 229 857 278 1ST'-D'( 1661 PRECAST 216 809 251 17'-4'( 208) PRESTCEM N.R. 633. 162 19'-4'( 2321 PRESTRESSED N.R. 534 1300 4'-4' ( 52') PRECAST 4'-6- ( 541 PRECAST 5'-e ( 68') PRECAST 5'-10"( 701 PRECAST 6'-8' ( 801 PRECAST Y-6' ( 90' PRECAST 9'-8" ( 116.) PRECAST SEE GENERAL NOTES - SHEpppp..E T1OF 3 EuBER Of GgDa:-1 C SAFE. LOAD-POUNDS PER LINEAR FOOT LENGTH Et2F8- 2i1ff12-211Ye16-2T12F20-2fUF24-1T17I28.2T12F32-2T 3'-6' ( 421 PRECAST 12752 14287 1560 6938 8264 9599 110915 4'-0' ( 461 PRECAST 2389 1 3721 4872 6023 7174 8325 9477 4'-6- ( 54') PRECAST 2f13 3291 4310 5328 6347 7365 8384 5'-10'( 701 PRECAST 1623 2527 3310 I4092 4875 5653 6441 6'-6' 01 PRECAST 1444 2269 2972 3675 4378 50BI 5784 PRECAST 72676 1767 25 3194 3306, 4417 5028 12l PRECAST 1028 1171 A 2006 2590 3W7A 35B3 4079 6) PRECAST 920, 947 1612 2281 2764 3209 3653 6) PRECAST M(208r') 858y829 1404 1962 2441 2402 3364 441 PRECAST 31+ 753 1269 1788 2201 2616a 3032 60') PRECAST 678 , 633,,,E 1057 14B5,L 1826 2169 2513 687 PRECAST 622 6 Safi, 974 1365 1679 1993 230908') PRECAST 43442769596411821402162319'-4"( 232") PRECAST 366 370 593 817 ICO24 1187 1372.1 l0us. m 40 r D nfn rMN wSE Q4lx 40f111DXICEOF:fl4L SEE LO:AlL NOTE N6 4 SAFE UPLIFT LOADS FOR 12" PRECAST w12" RECESS DOOR U-LINTELS I SAFE LOAD -POUNDS PER LINEAR FOOT 5692 258 4'-4- (52) PRECAST 1626 2685 4746 4596 tal 16926 1.m 3458 2417, 4'-6' (54) PRECAST 2582 3602 4623 5643 6664 7684 2236 165% 5'-8' (68) PRECAST 2042 2850 3658 4466 6273 6C81 2129 155 5'-1D'(70') PRECAST f703 1984 2769 3553 4338 5123 5908 1716 117 6'-8- (80') PRECAST 1538 2426 3114 3802 4489 5177 1435 914,, 7'-6- (901 PRECAST 1226 2163 2776 3390, 4DO3 4617,y 1011 f5 9" 1 9q8- (116 PRECAST 771 1472q 2181,42663 3145 3528 kNAS V PA?T11rM49S ACE MUM CWA TO FO.4 G . E At S ' STD MO A= AE&R SO CEKKQ. A91E M 4 ti440sxrarm;wsro 447 ) 11: rJ I1.t? CRAICPAIIRIl p.P •'`<'OPt[l` 6821CR579 uie Ru erl6ia,nr.,i. 1 . '+'07£ 11r, J1 )_:/// w SS' R C9.•' BEFFNERPt 3t584 q ONA :`'' ww FL.PE! 010.N^J.1W75b CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES Florida Building Cade Online 6.. pZ «,,x"y. 'zs:- ... 4 `'.•a°,,. , Y. '2Yi3%+K.+F„aewas-snm.w.«iww,»u..e..--.u•---.. ...—.__.-_,. BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Florida ®R— ProductApproval USER: Public User Product Aooroval Menu > Product or Aooli a ion S ar h > Application List 4, Search Criteria 717 Code Version 2014 FL# 5684 ALL Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description ALL ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure Other ALL Search IResults.-;Applications Validated By Status EL# E Tvoe Manufacturer FI 5684-R7 Revision Clopay Building Products Company Gary Pfuehler 513) 519-6566 Approved Category: Exterior Doors His r Subcategory: Sectional Exterior Door Assemblies necessary. Approvea oy unrn. t PPI uva ur • • "• _.._..__ _..- . ___ Contact Us :: 2601 Blair Stone Road Tallahassee FL 32M Phone' 8Sn-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 state of FI. ri a.:: Privary Statement :: Accesslbility Statement :: Refund Statement mail address released in response to a public -records request, do not send electronic UnderFloridalaw, email addresses are public records. If you do not want your e mailtothisentity. 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 personal ersonaladdress, please provide the Department with an email address which can be me Peaseclickdabble to the public. To determine if you are a licensee under Chapter 455, F.S., Product Approval Accepts: cClicsls Crediti sate tiecurltONQN TRIcs lcr acnxnn4nn17 2:09:07 PMl M cAFRJATR I. ac••,c •• • •-• Irrt[ANCCP,[ 5tN[s —IYD w/ tDc-L-tOc um A: 01iAl£S'TRti51R`7 SLRTC S 'a n ' um LnLlw,r[ Is,x— (11— [[—) ME , 0 -Ot[ 24 GA, STEEI. SKIN WITH G-40 GALVANIZING, BAI(ED-ON PRIIAER AND A BAKED -ON POLYE5TCR PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. (ASTIR No. A653). 2" THICK12 GA. GALV, STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) j'14x5/8" SWEET METAL SCREV/S. ANUS ABLE SLIDE 7 ATTACHED TO TOP BRACKET WITH (2) y i/4"z1/2" BOLTS AND NUTS PER BRACKET. ONE B" C-CHANNEL PER SECTION, SEE VIEW "D SHIP LAP JOINTS. 14 CA, GALV, STEEL END HINGE, SEE VIEW 'B' FOR FASTENER DETAILS 3" TALL x 20 CA. GALV. STEEL U-BAR. ONE U-BARS PER SECTIO)i, EACH U-BAR ATTACHED WrrH (2) 1/4'.3/4' SELF TAPPING SCREWS AT EACH END AND INTERMED• STILE LOCATION, SEE VIEW "E". NNE 1/4'0/4" SELF TAPPING SCREW PER STILE_ SIIEP LATCN [HGAC[5 ONTO VERTICAL TRACK_ oNE SN/„P YTCr.'DLTRu7 W k. - I-C STILE OON OUTSIDENANOLE CuIOC OUTSID 0'x EAR END. 9 IN RACK CN Ot rs Or NEYFO [ORK EACH SIDE OF DOOR. SLID% QOLi END511,E / INi01'C icm11 IJy TRACK ONELOCKON EACH SIOE OF ODon. Dw DPnoNf= JAMB TO SUPPORTING STRUCTURE ATTACHMEIJT UML lRE LOAD FROIA TINE OD'JR IS tPjAIISFER,TED TO THE TRACK AND THEry fh•7Ar ir•.0 TRACK TO iMC 2x0 VERTICAL SYP (GRACE f2 OR BETtfR) JAMBS, NO LOAD FROM INC OOCR 15 TR•ANSfERREO TO THE HORIZONTAL (TOP) JAMB. 2. EACH wnR - JAW! SEES A MAXIMUM DESIGN LOAO OF 1372,8 LB ft -418 LB. PER [VICAR FOCI OF JAVB. J. ALL JMAB FASTENERS MAY BE (BUT ARE NDI RECURRED TO BE) COUNTERSUNR TO PROVIDE A FLUSH MOUN11RO SURFACE, 4, A 1/3 STRESS INTEASE FOR WINS LOAD WA5 BDI USED IN THE CALCULATION Of ALLOYIAGILE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CO1CPElt A110 IAASONRr- 5. V8 JAVUS NAT BE USED INTH 3' TRACK. ILD]E: SUPPORTINO 5TRU:TUTL•L OLEMENTSSHALLDEDESIGNEDByAREGISTERED PRGfCSSION ENGINEER FOR MIND LOADS SECTION C-C (JAM$ CONF(GUftAT(ON) I' D00.4 OYCPUR (EACH SIDE) - STOP MOULb VC BY DIDOfl INSIAELER (TO SUIT) i0 GA, IAIIE, OALV. STEEL END STILE 2x0 YCLLON PINE JA00- 1 18 CA. CJ,LV. STEEL DOUBLE END STILE iZ GM1 GALY. STEEL TRACK JTDNODO GALV. STEEL INIER. STILE ORACKE75 FA5TCNED JAMB 1111H (H 5/L6'x1-5/0- LAG lb GA, GALY. SCREIY PER TRACK BRACKET. PNSNNUT 11 MA LED ON fASiEN[O ?D C Ii %RI'rD/tl'NOO:i A~NIfY `2) oi4 SELF ;w PINiG sc,, S PER END HINGE. OR 11D TIC DIA. RIVETS, 2• ID B^LL LONG STEM STEEL ROLLER WITH STEEL OR MLOH TIRE TRACK CONFIGUPABDN ABU TIIC D.I OPEIIIAIG DOES NET, AFFECT THE 'M•vD LOAD RA9NO. D-l.R lj-PTo IELC, IDOORSNPTo (i ' I{ G}! LHR TOP BRACKET i000[ HOR'2 MT.M, I RM i(er+ro`wnir( i1 001[RIF IPACN IIEADROOlA OP110N N T: 3" TRACK AND ROLLERS ARE ifWN(EO FOR ODORS OVER 000 LBS. y0'k HORIZ881a, TRACK SUPrTRN (11t'RIClIR4110y INSTALLER ti0 SUI 0q R A"' P 1 IG'D" Ilr'y CENTER '-NO REQUIRED ON 1 DOOR =NiER0a1ANCE ( DOOR$ OVER SrStfM N HY'N 1JT--R A, GALV, STEEL fLAO BRACKET. RI. GALV. STEEL TRACK,pLgR TRACK INICKIIES$: O.G03IILICa- t/2'rl2 DM1GALV, 5[[EL wmE BNACCIS, DISIAHI CCBm.A'D.- TS NDR 10. 1 •O.CH —SBTh (11) ATInCHED LO AM1TH (I) 5/I6'5/d' IK sCFcn' GROWN 01, THIS DRAWING_ 11111 )~-:e ODORS ]•]' TO dD' IIIDII N- (7) TPACH ' I - - rid DRACFEIS HOa) FLAG U ET, Ti 1- 5/ ItI. Ok-5! 8'WG sCRm L• TRACK ATTACHED 3D F 1 DRACRIT — 011E p'9,GN En`^ VEER• • • 10" ,RAGA An xCO tD EACH nRA.CI '-- ONE Sp- DOLE W No' DR Two I/4- 14' S/6DU ' CT k BUT OR TAG 1/4' RNETS. 6'x2-1/4" zl2 GA. GALV STEEL PLATE ONE PER C-CHANNEL. SEE VIEW "F". EACH STRAP ATTACHED WITH ( 3) 1/4%3/4" SELF TAPPING SCREWS (TYRO SCREWS TO DOOR, ONE SCREW TO C-CHANNEL). 13 GA. GALV, STEEL BOTTOM BRACKET, AT WITH (2) r14x5/ B" SHEET METAL SCREWS. ALVIAINUTA EXTRUSION a VINYL WEATHERSTMP, HORIZONTAL TRMK SUPPORT BY OCOR INSTALLER (TO SUIT) CovxtERBALAr.(.f A 13 GA. G4. V. STEEL FLAG BRACKET. DOOR HDOHT 'L" 76' ( 7'6' h WD' H DOORS 2" C•N,V. STEEL TRACK, i_6yW tRACK THICKNESS: D.Ob3' 63' SO iFP. 2- I/ 2'r12 CA GALV. SIEfI lFDE MSTNICE 0C[wEEH BRN.xf15 M1'OL To ve*S. 1 EMCEED g• DOORSUPTOT) HOH HAIL xINO (s) 1xaGK PAALE15 ( It TUC QMML1, SCDT1' HMAILI tf- .• - 3-i/ 2' PHCis. 3-1/2 S iH15 VUN M CT THE f R IAI•R TDB St1PPORTINCSTR 1 G7 HE_ATTACHMENT CyOlIIC1E TI LAncE M ssILE uPAar ANDcrcucrzsnNc. 3' ALL 5o KSI u- OAR s• • AOr'f LBE NEED FU Nr4:HUE11t CF I—K 1NDL[ TO G•8 vCTIGI JAR65 W S D-NO SIRUCIORE) F YS'T,i EscN L S Fc/T T' E D'' IMERIIANDIUL 20 DA. CALM, STEEL vnx1NON-C[M[a OISIMCE MS'T[LL ASHEDS LISTED DEL4 K•Comm10 THE FLUNI0.M CUILDING LOGE ORVTMC Bukw,D COCK (.St. 011 IS:EJ-ID) FOR IHE fOLIONIIIO .1—EltlUNS: i) r CRm EO BUILDING. 3) DOORHAS2' IF WID[H ul aJILONO'S LAo 2Gr+E, ]) aN 1-7) EUILNNO TYPE fASI[ NCR IYIE FARIEN S' i"" R[WREO? 0..SrFs RtXSLOPE. Av04) IESTING IN ACCOROAIOE -111 INSI/DASR,A 'US u i •, SN[-SPEOFIt <aLLUTAiIORi QlaOV+LIr1E0 CESICN 10 I T- P,(0, KWA1l s - I r+ ILRLtr n!l-H Y rf I(a I. CRx U Iv[tM G111i ^RCIC`i•`ORN IMN I IIEJ/.2-.IjfflEUSua OlutPAY OIrfCR 2b3 :- IIIIOIIVI CROCo,S!!'., L S1P rlR-I[ WIDSC-ILL'4EDCL A110Y.11 r I•- ippu([II,,[ INMATEv'IND S?LCD <HVM 2I0 200 I05 RR 170 rr w ne i jo Il ' QyDL_dL1 G/9' U/BEOJNtCL.SIltl5 T.D.fl, 0"SiVR[ LCVLL D C C D D 1 2 1 I' riD00J. Pa1_ Sir 0,]EG Uu NI .0 CD [ Oi ArI Da AND tOe[ Gf I . [ C OLDOK: 3' [xLLUONG 5]uCCO INCIIN[SS r-T steal n nD1nvn+ P+Lr D n1[ I w, a-E[,n[N as1lNc[. e¢AN ROOF HLIDHI 1. 15, oro' ID' ]D Iac-11, rr°aDn ypcIIAIICSI CNDiRISIAtICp IT LC1Asrllftl5fHTD>OR 02LNYA. IIOINfrR f rNLas I 1we oonR 1 I- 5/ Q' (IYPJ [[OPAY DOGS NVI saTPPLY JNAD AI I 6"OR-11NEL CLOPAY BUILDING PRODUCTS COMPA14Y PlpoICT [ MPL_I'9 - M+ 9n, Nm r /8 113.7. d' LaL sD K51 c- CIrI,NNEL 16 GA, GALV. STEEL LOCATED Ar BIE - DI 8585 DUKE 6LVD. A(AS0N, OH A5040 2 27 07 N GALLERY/EXf I T" 61I)II C-CluuvCt. ATTK. H TIiL S 13) 770-48U0 ERIRu an 2' STEEL STE pAPJ UOORS +4 6'4-1/4 0RN" D G)VID"IlPI INc' QuildintProducts 1040 s1-O4Nf"IF 1-1- RiµCompana In it LL.ujrdRIJGAU-1nT1J1U—'Vl.u_ o- aB-I .U—, -I-,, r•.•• • 1 PtK Florida Building Code Oiilinc ti BCIS Home I Log In I User Regisiraaon I n -"'. I--- — ba - - 1i Product Approval USER: Public User R9::v. Product Aogroval Menu > Product or Aoolication Sea rSh > Application List Rek $ ne Searctij 5earcht.Cri_n eria _ x - - - — - 16732 ode Version 2014 FL# ALL Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method Quality Assurance Entity Contract Expired ALL Quality Assurance Entity ALL ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure Other ALL PL# Tvne MWMAactur x FI167a2- R6 Revision GAF Hi r Category: Roofing Subcategory: Modified Bitumen Roof System FL16732- R7 Revision GAF Category: Roofing Subcategory: Modified Bitumen Roof System kAooroved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Com Validated By Status John W. Knezevich, PE Approved 954) 772-6224 John W. Knezevich, PE I Pending FBC Approval 954) 772-6224 if necessary. Contact Ua :: 2601 Blair Stone Road Tallahassee FL 32m Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright2007-2013 state of__Florida. :: Privacy Statement :: Accessibility Statement :: a F nd a ment 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 tothisentity. 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. Theemailsprovidedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with a email address which can Please a available to the public. To determine if you are a licensee under Chapter 455, F.S., ck Product Approval Accepts: TORN hFck Credit. ! Safe securlt nc rR c 11 i- 1111 Ao.no Arm 4 TRINITY I ERD TABLESE-1: WOOD DECKS- NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYS7EM'.TYPE E:, NOWINSULATED, MECHANICALY FASTEDED BASE SHEET, BONDED ROOPCOVER Base Sheet Roof Cover (Note 15) MDP System No, Deck (Note 1) Type Faster Attachment Ply Cap psf) CONVENTIONAL SYSTEMS: Min. 19/32-inch plywood GAFGLAS 475 Base Sheet, Tri-Ply #75 Base Sheet, 32 ga., 1-5/8-inch dia. tin 8-inch o.c. at min. 4-inch laps and 8-inch Optional) W-36. or wood plank; 24" span, GAFGLAS #80 Ultima Base Sheet, GAFGLAS Stratavent caps with 11 ga. annular o.c. in two, equally spaced, staggered BP -AA, SBS- SBS-AA 45.0 nails 6" o.c. Nailable Venting Base Sheet, Ruberoid 20 Smooth ring shank nails center rows AA 19/32= 24"span, GAFGLAS #80 Ultima Base Sheet, GAFGLAS Stratavent 32 ga., 1-5/8-inch dia. tin 9-inch o.c. at min. 4-inch laps and 9-inch Optional) EommonW-37. ood Eliminator Nailable Venting Base Sheet, Ruberoid 20 caps with 12 ga. annular o.c. at two, equally spaced, staggered BP -AA, SBS- SBS-AA 45.0 pl Ruberoid Mop Smooth, Ruberoid Mop Smooth ring shank nails center rows AAcommoSmooth, 1.5 Min. 19/32-inch plywood GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, 32 ga., 1-5/8-inch dia. tin 9-inch o.c. at min. 4-inch laps and 12-inch BP -AA, SBS- SBS-AA, SBS- W-38. or wood plank; 24" span, GAFGLAS #80 Ultima Base Sheet, GAFGLAS Stratavent caps with 11 ga. annular c.c. in two, equally spaced, staggered AA TA, SBS-CA, 45.0 8d ring shank nails 6" o.c. Nailable Venting Base Sheet, Ruberoid 20 Smooth ring shank nails center rows APP-TA Min. 19/32-inch plywood GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, 32 ga., 1-5/8-inch dia. tin 6-inch o.c. at min. 4-inch laps and 6-inch Optional) W-39. or wood plank; 24" span, GAFGLAS #80 Ultima Base Sheet, GAFGLAS Stratavent caps with 11 ga. annular o.c. in two, equally spaced, staggered BP -AA, SBS- SBS-AA 52.5 8d ring shank nails 6" o.c. Nailable Venting Base Sheet, Ruberoid 20 Smooth ring shank nails center rows AA Min. 19/32-inch plywood GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, 32 ga., 1-5/8-inch dia. tin 9-inch o.c. at min. 4-inch 9-inch BP AA SBS SBS-AA, SBS- W-40. or wood plank; 24" span, GAFGLAS #80 Ultima Base Sheet, GAFGLAS Stratavent caps with 11 ga. annular Elapsdo.c. in two, equally spacegered AA TA, SBS-CA, 52.5 8d ring shank nails 6" o.c. Nailable Venting Base Sheet, Ruberoid 20 Smooth ring shank nails center rows APP TA Min. 19/32-inch plywood GAFGLAS #80 Ultima Base Sheet, GAFGLAS Stratavent 32 ga., 1-5/8-inch dia. tin 9-inch o.c. at min. 4-inch laps and 9-inch Optional) W-41. or wood plank; 24" span, Eliminator Nailable Venting Base Sheet, Ruberoid 20 caps with 11 ga. annular o.c. in two, equally spaced, staggered APP-TA APP-TA 60.0 8d ring shank nails 6" o.c. Smooth, Ruberoid Mop Smooth, Ruberoid Mop Smooth ring shank nails center rows 1.5 Min. 19/32-inch plywood GAFGLAS #80 Ultima Base Sheet, GAFGLAS Stratavent 32 ga., 1-5/8-inch dia. tin 8-inch o.c. at min. 4-inch laps and 8-inch Optional) Eliminator Nailable Venting Base Sheet, Ruberoid 20 caps with 12 ga. annular o.c. at three, equally spaced, staggered BP -AA, SBS- SBS-AA 75.0 W-42. or wood plank; 24" span, Smooth, Ruberoid Mop Smooth, Ruberoid Mop Smooth ring shank nails center rows AA 8d ring shank nails 6" o.c. 1.5 Min. 19/32-inch plywood GAFGLAS #80 Ultima Base Sheet, GAFGLAS Stratavent 32 ga., 1-5/8-inch dia. tin 7-inch o.c. at min. 4-inch laps and 7-inch BP -AA, SBS- SBS-AA, SBS- Eliminator Nailable Venting Base Sheet, Ruberoid 20 caps with 11 ga. annular o.c. in three, equally spaced, staggered AA TA, SBS-CA, 82.5 W-43. or wood plank; 24" span, Smooth, Ruberoid Mop Smooth, Ruberoid Mop Smooth ring shank nails center rows APP-TA Sd ring shank nails 6" o.c. 1.5 SELF -ADHERING SYSTEMS: Min. 19/32-inch plywood 32 ga., 1-5/8-inch dia. tin 8-inch o.c. at min. 3-inch laps and 8-inch Optional) SBS-SA, SBS- W-44. or wood plank; 24" span, Liberty SBS Mechanically Attached Base Sheet caps with 11 ga. annular o.c. in three, equally spaced, staggered 45.0 SBS-SA TA or APP-TA Bd common nails 6" o.c. ring shank nails center rows Exterior Research and Design, LLC. d/b/a Trinity( ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 FBC HVHZ EVALUATION Evaluation Report 01506.12.13-2-R8 for FL16732-R7 Revision 8: 12/14/2016 Appendix 1, Page 13 of 69 r,10 J TRINITY I ERD TABLE 1E 2., WOOD DECKS -NEW CONSTRUCTION„REROOF (TEAR -OFF) OR RECOVER' v-rwrTenCn GM1CC GLJCFT- annlnFn RnC]F}GDUER- System Deck (Note 1) No. CONVENTIONAL SYSTEMS: Min. 19/32-inch plywood or W-45. wood plank; 24" span, 8d ring shank nails 6" o.c. SYST,EM.T.YP.ta:;.NUN=INJULK1 tuy.IVIUL nM +imwr. ..++. Base Sheet Type Faster GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS #80 Ultima Base Sheet, GAFGLAS Stratavent Note 2 Nailable Venting Base Sheet, Ruberoid 20 Smooth Attachment 12-inch o, q cinch laps and 12-inch o.c. in two, equally spaced, staggered center rows Roof Cover (Note 15) Ply Cap SAS -AA, SAS TA, SBS- BP -AA, SBS-AA CA, APP-TA MOP psf) 45.0 Min. 19/32-inch plywood or GAFGLAS 475 Base Sheet, Tri-Ply #7S Base Sheet, Note 2 (#14 16-inch o.c. at 4-inch laps and 16-inch o.c. in two, equally spaced, staggered Optional) BP- SBS-AA 52.5 W-46. wood plank; 24" span, 8d ring GAFGLAS #80 Ultima Base Sheet, GAFGLAS Stratavent ONLY) AA, SBS-AA shank nails 6" o.c. Nailable Venting Base Sheet, Ruberoid 20 Smooth center rows Min. 19/32-inch plywood or GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, 12-inch o.c. at 2-inch laps and 12-inch in three, equally spaced, staggered BP -AA, 565-AA SBS-AA, SBS-TA, SBS- 60.0 W-47. wood plank; 24" span, 8d ring GAFGLAS #80 Ultima Base Sheet, GAFGLAS Stratavent Note 2 O.C. CA, APP-TA shank nails 6" o.c. Nailable Venting Base Sheet, Ruberoid 20 Smooth center rows Min. 19/32-inch plywood or GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, Note 2 #14 12-inch o.c. at 4-inch laps and 12-inch o.c. in two, equally s aced, sta eyedqyp "geed Optional) BP- SBS-AA 60.0 W-48. wood plank; 24" span, 8d ring GAFGLAS #80 Ultima Base Sheet, GAFGLAS Stratavent ONLY) AA, SBS-AA shank nails 6" o.c. Nailable Venting Base Sheet, Ruberoid 20 Smooth center rows Min. 19/32-inch plywood or GAFGLAS #80 Ultima Base Sheet, Ruberoid 20 Smooth, Note 2 9-inch o.c. at 4-inch laps and 9-inch o.c. in two, equally spaced, staggered Optional) SBS-TA (polyester only) 60.0 W-49, wood plank;span, 8d ring Ruberoid Mop Smooth, Ruberoid Mop Smooth 1.5 center rows 585-TA o. shank nails 6"" o.c. Min. 19/32-inch plywood or GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, Note 2 #14 8-inch o.c. at 4-inch laps and 8-inch o.c. in three, equally spaced, staggered Optional) BP- SBS-AA 97.5 W-50. wood plank; 24" span, 8d ring GAFGLAS #80 Ultima Base Sheet, GAFGLAS Stratavent ONLY) AA, SBS-AA shank nails 6" o.c. Nailable Venting Base Sheet, Ruberoid 20 Smooth center rows Min. 19/32-inch plywood or GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, #80 8-inch o.c. at 2-inch laps and 8-inch o.c. in three, equally spaced, staggered BP -AA, SBS-AA SBS-AA, SBS-TA, SBS- 105.0 W-51. wood plank; 24" span, #8 wood Ultima Base Sheet, Ply 4, FlexPly 6 or Stratavent Note 2 CA, APP-TA screws 6" o.c. Nailable Venting Base Sheet, Ruberoid 20 Smooth center rows SELF -ADHERING SYSTEMS: Min. 19/32-inch plywood or Note 2 9-inch o.c. at 4-inch laps and 9-inch o.c. Optional) ote: Seams sealedNote: wood plank; 24" spans; blocked 49" 8d ring shank nails 6" StormSafe Anchor Sheet AccuTrac Flat Plate in three, equally spaced, staggered 585-SA with TOPCOAT SB-900 60.0 W-52. o.c.; o.c. in the field; 10d ring shank only) center rows or FlexSeal nails 4" o.c. at the perimeters Note 2 (HD 8-inch o.c. at 3-inch laps and 8-inch o.c. Optional) SBS-SA, SBS-TA or Min. 19/32-inch plywood or wood 24" span, 8d ring Liberty SBS Mechanically Attached Base Sheet Fastener in two, equally spaced, staggered SBS-SA APP-TA 60.0 W-53. plank; only) center rows shank nails 6" o.c. Evaluation Report 01506.12.13-2-R8 for FL16732-R7 Exterior Research and Design, LLC. d/b/a Trinity IERD FBC HVHZ EVALUATION Revision 8: 12/14/2D16 Certificate of Authorization #9503. Appendix 1, Page 14 of 69 Prepared by: Robert Nieminen, PE-59166 Florida Building Code Online BCIS Home I Log In I User Registration i not ioPiu I ^... y.. i —•-- - ---- bProduct--;® Approval DL— rd 1 11, I USER: Public User Product Aoomval Menu > prgduct or Aoolica ion S arch > Application List izPfiine Search` Search Criteria" 239 Code Version 2014 FL# ALL Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure Other ALL Search Results - Applications, Status Tvoe Manutacturer Validated ft FFl 3 -R 4 Revision PGT Industries Miami -Dade BCCO - VAL Approved Category: Windows 7g6 315-2590 Hi r Subcategory: Single Hung necessary. APprovea oy vo mppi io Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of_FI ri a.:: Privacy Statement :: Accessibility Statemen :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if thepy have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you e not wish to supply a personal address, please provide the Department with an email address which can Please click hereile to the public. To determine if you are a licensee under Chapter 455, F.S., Product Approval Accepts: 0 ® ;`Clic`ck . Crediti Safe RSkcd itVMTR[CS ' n__ _ t..:u: ,,. /_/ r ann lst_asnxrl/24/20172:16:09PM] 6 J (A/1) MiAMI- E MIAMI-DA E COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) tvww.miamidade.aov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series 11SH-800" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH800LM-01, titled "SH Window — Large Missile", sheets 1 through 7 of 7, dated 11/11/11 with revision A dated 05/28/15, prepared by manufacturer, signed and sealed by A. Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 11-1222.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E: NOA No. 15-0609.02 Expiration Date: May 03, 2017IDLINTYApprovalDate: August 20 2015 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A DRAWINGS 1. Manufacturer's die drawings and sections. Submitted cinder previous NOA No.11-1222.04) 2. Drawing No. MD-SH800LM-01, titled "SH Window — Large, Missile", sheets 1 through 7 of 7, dated 11/11/11, with revision A dated 05/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1, Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-942) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hungwindow, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6642, dated 10/03111, signed and sealed by Marlin D. Brinson, P.E. Submitted underprevious NOA No. 11-1222.04) 2. Test reports on: 1) Uniform Staticl act Test r FBC, TAS 201 9 ading per BC, TAS 202-94 2) Large Missile Impact esper FBC, TAS 203-94 3) Cyclic Wind Pressure Loading p along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6643, dated 10/03/11, signed and sealed by Marlin D. Brinson, P.E. Submitted under previous NOA No. 11-1222.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-Sib Edition ( 2014), dated 05/29/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE L Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel Per P.E. Product Control xa iner No No.1 - 09.02 Expiration Date: May 03, 2017 Approval Date: August 202015 E - I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their SentryGlasO (Clear and White)' -Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May 29, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 29, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letters for Test Reports No. FTL-6642 and FTL-6643, issued by Fenestration Testing Laboratory, Inc., dated 10/03/11, signed and sealed by Marlin D. Brinson, P.E. Submitted under previous NOA No. 11-1222.04) G. OTHERS 1. Notice of Acceptance No. 11-1222.04, issued to PGT Industries, Inc. for their Series SH-800" Aluminum Single Hung Window - L.M.I." approved on 04/03/12 and expiring on 05/03/17. Manuel P ez, X. Product Control +xa ner NOA No. 1 - 609.02 Expiration Date: May 03, 2017 Approval Date: August 20 2015 E-2 GENERAL NOTES: 800 SERIES LARGE AND SMALLJIISSILEIMPACTRESISTANTSINGLEHUNGWINDOW HIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE QOUIREMENTSOFTHEFLORIDABUILDINGCODE, INCLUDING THE HIGH LOCITY HURRICANE ZONE (HVHZ). SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. ADE COUNTY, USE ONLY OFOR MASONRY APPLICATIONS IN UNTY APPROVED MASONRY ANCHORS. DMATERIALS USED FOR AN HORI DADE NoJALUATIONS WITH MIN. K31 PER ANCHOR TYPE, SEE TTABLNPINE, ASTm C90 CONCRETEES 0NRY NITS 2,4 OR 6. ALL WOOD BUCKS LESS THAN 1.1/2"THICK ARE TO BE CONSIDERED 1X45TALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY0SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER. X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER DADS TOESPONSITHELTYTOF THE ENGIINEOD BUCK DESIGN ER OR ARCHITECT OF INSTALLATION IS THE F RECORD. S) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSINGORSTUCCO, USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLES 2, 4 OR 6. NARROW JOINT SEALANT IS USED ON ALL UOF THE FRAME. OVERALLOVERALLSEA ING FLASHING STRATEGY ORWATOERNRESISTANCE OF, INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. _ 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THEPRODUCTISNOTFLUSHTOTHESUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES; A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. Q 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 3 11D % STRE S IINCREAASEING TO HAS NOTHBEENOUSEDDN DESIGN PRESSURE. HE THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFANCHORSINTOWOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR ET THEE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION 9) REFERENCES: TEST REPORTS FTL-13 , ELCO ULTRACON NOA; ELCO CRETEFLEX NOA. ANSI/AF&PA N 5 FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 53-1/8" MAX. WINDOW WIDTH 52-118" BUCK WIDTH —• 49.518" VI5IBLE LIGHT —+• 18-1/2" MAX. B, SEE r-- SHEET 2 EQUALLY SPACED / ANCHORS — PER TABLES I / 1,3&5 A, SEE SHEET2 L._._ EQUALLY SPACED I ANCHORS PER TABLES 1,3&5 i SEE SILL WEEP - NOTCH DETAILS SHEET 7 OF 7 Window Window Sash Height or Design Pressure Width Height Configuratloni psf 0psf Up to 50-5/8" All Sash Heights 90.0 130.0 Over 50-5/8" Equal -Cite 190.0 130.0 Up to and less than 25" lhru 30-15116" 90.0 130,0 53- 118" 63" 13" thru 24-15/16" 90.0 110.0 Equal- Lite 90.0 130.0 63' and Over All proview 1 Oriel 90.0 110.0 SASH HEIGHT MUST BE MEASURED AS SHOWN IN FIGURE A, SHEETS 3.4 OR 5. L— S SE SHEET 2 48- 1/4" VISIBLE LIGHT NO ANCHORS IN FRAME SILL TYP. EQUAL—LITE FRAME ELEVATION Maximum Anchor Spacing, As tested, Equal -rite Header 16.125 Above MR 24.58 Below MR 13.71 SHEETINDEX: NASSEMBLY L NOTES.........d 1ONS.......................... 1PRESSURES ............ 1ATION ........................ 2RQUANTITIES.......... 3R QUANTITIES.......... 4R QUANTITIES........... 5ION PROFILE............sLIST.............................6GDETAILS ................. 6BLY DETAILS .............. 7 10" MAX. A, SE} 6" SEET2 VISIB LE LIGHT 1 77"BUC JK HEIGHT 78" 10" MAX. Mom' WINDOW 35- 3I16" HEIGHT VISIBLE LIGHT 1 6" MAX. DESIGN PRESSURE RATING l'^rt`' ^^"" LARGE & SMALL MISSILE 90. 0/-110.0 OR +90.0/-130.0 IMPACT RESISTANT 53- 118" MAX. WINDOW WIDTH 52- 1/8" BUCK WIDTH' —+ 49- 5/8" VISIBLE LIGHT —+ 18- 1/2" MAX. BSEE Mp r--- S, HEET 2EQUALLY SPACED ANCHORS — — PER TABLES 1,3& 5 A, SEE SHEET2 EQUALLY SPACED ANCHORS — PERTABLES 1, 3& 5 — SEE SILLWEEP- NOTCH DETAILS SHEET 7OF7 y 11111111l N N A,/44 1•'\vCENSS'• F'P i< tJo. 58705 2 T O'•,, STEO \_\ ACORIOP•' 1070 TECHNOLOGY DRNE N. VENICE, R. 34275 Fj'"' • •"' lGC rivvslONA- vv`v P.O. BOX 1529 NOKOMIS, FL 34274 lll'I11 A. LYNN MILLER, P.E. CERT. OF AUTH. J29296 P.E.# 68705 to" MAX. 54- 518" I VISIBLE LIGHT A, SEE SH T2 7C BUCK J HEIGHT78" MAX. I WINDOW I HEIGHT 14" MAX. 15- 314" VISIBLE I I LIGHT L ;B, sEE SHEET 2 MAX. 6" 48.114" VISIBLE LIGHT NO ANCHORS IN FRAME SILL TYP. PROVIEW / ORIEL FRAME ELEVATION McXlmum Anchor Spacing, As tested, ProView Header 16.125 Above MR 22. 03 PRODUCTREVISED Below MR 13. 95 a C0n,plyin8whhftr1orid¢ Bulldine Code I - 06o4, p'Z Acceptant'No 12D)'/ E - iWio Dale (( Revised By: D- 6: Revision: By Mimni ode PmductCo d Revieed by. Dote: Revision: SC 05/28/ 15 FBC 2010 REV Descriptlon: ES &ELEVATIONS GENERAL NOT DrawnBy: J ROSOWSKI Dote: rue: SH WINDOW — LARGE MISSILE 11/11 Series/Modol: Score: Sheet: SH-800 NTS 1 OF 7 Draw(ng No. Rev: MD-SH800LM-01 A INSTALLATION OPTION 1 INSTALLATION INTO WOOD 2X, SEE NOTE 2, THIS SHEET. OPTIONAL ADDON FLANGE @HEAD, 52 SILL & JAMBS FIXED EXTERIOR VISIBLE aLIGHTHEIGHT BUCK HEIGHT HEIGHT SASH VISIBLE LIGHT HEIGHT C EE SILL WEEP- 5 INSTALLATION 2X WOOD, OPTION 2 EDGE DISTANCE I--- SEE NOTE 2, INSTALLATION EMBEDMENT I WOOD BUCKSTRIP, SEE _ THIS SHEET. ANCHORS DIRECTLY NOTE 2, THIS SHEET. INTO MASONRY. 1/4 MAX' 1/4" MAX. SHIM -- ABOVE MEETING SHIM EMBEDMENT RAIL SHOWN) 31 EDGE 3 38 3 12 DISTANCE BALANCE 32 TYPE 1/4" MAX. VARIES 1 SHIM Inn 39 WITH SASH 61 WEIGHTOPT. TYP. ANCHOR TYPE, 44 19 TYP. ANCHORTYPE, EMBEDMENT AND EDGE 51 EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE,•. E TABLES 2S.4RAT 6, j 49 SEE TABLES 2,4 OR 6. 48 SASH VISIBLE FIXED VISIBLE LIGHT WIDTH OPTIONAL ADDON FLANGE @ HEAD, 52 LIGHT WIDTH SILL & JAMBS BUCK WIDTH WINDOW WIDTH HORIZONTAL SECTION A -A 1/4' MAX. SHIM USE EITHER TOP SWEEP TYP. EMS (GS), SEE* ETIWA LATCH 021) TABLES 2 OR 4. OR SILL ANCE LOCK (#8). YPE INSTALLATIONH RIES SASH OPTION 4IGHT INSTALLATION ANCHORS DIRECTLY INTO METAL. 23IOR g DADE APPROVED MULLION, NO ALUMINUM, STEEL FRAMING OR ANCHORS STEEL STUD. SEE SUBSTRATE IN FRAME PROPERTIES, TABLES 2 OR 4. SILL S NOTCH DETAILS SHEET 7 OF 7 11/4' MAX. SHIM 1X WOOD BUCKSTRIP, SEE ° ' NOTE 2,7HI5 SHEET. VERTICAL SECTION B-B CONCRETE/CMU INSTALLATION PER ANCHOR OPTION 3REQUIREMENT INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. BELOW MEETING RAIL SHOWN) EMBEDMENT EDG E DISTANCE EXTERIOR TYP. ANCHOR TYPE, EMBEDMENT AND EDGE 15 DISTANCE PER SUBSTRATE, SEE TABLES 2.4 OR 6. JAMB ANCHORS BELOW THE MEETING RAIL MUST NOT INTERFERE WITH THE OPERATION OF THE SASH. NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2,4 OR 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. tlllllll/ aN LYNIN 41 '/, cis. .••VICEN&F •. 'P No. 58705 ' LU; 44/= ii .•' t '• FLORtO p'. •' . S'••"""• 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 S OtVAI1. P.O. BOX 7529 NOKOIAIS, FL 34274 A. LYNIJIMII_LER, P.E. CERT. OF AUTH. #29296 P.E.# 58705 PRODUCT REVISED complying with the Florida Building C.dc ltj-C6C.p2 Acccpmu<o No 1 Ex 4 E7 evlsed By: D. RavlslAn: Imtion Del. By Mimi de Products ievised By: Dot,: Revision: SC 05/28/15 NO CHANGES Description: Drown By: FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI Till,: Data: 3H WINDOW -LARGE MISSILE 11/11/11 Serlas/ Modol; Scale: Sh,el: Drowing No. R,v: SH- 800 NTS 2 OF 7 MD-SH80OLM-01 A TABLE 11 -SASH HEIGHT RANGE INCLUDES THE STANDARD PROVIEW /ORIEL CONFIGURATION. TABLE 2: Anchor Anchor 6uhsuale Dlelanca m'n. cn,no•••=••I Group P.T. Southern Pine (SO = .55) 9/16' 1-318" 412, Steel SMS (G5) WW-T6Alum wit, 11w or Steel Stud, Gr. 33 min. 3/8' 0.045 Hit GO •+ W2, 410 SS SMS A36 Steel 310' 119" ++ A Concrete (min. 2.9 kel) 2-11T 1-3/4' 3/16" Steel Ullrecon Gn,uledAlled Block, (ASTM C90) 2-112' 2-1/4" Conorele(min. 2.9 ke6 /{ 1' 1.3r4' 1/4' Steel Ultm= Hollow Block, (ASTM C90) 2-11Y JAM' MIMIMUM OF 3 THREADS BEYOND THE METALSUBSTRATE. NOTES: FIGURE A: SASH 1) FOR BUCK DIMENSIONS, SUBTRACT 1" WIDTH OR HEIGHT. CROSS FROM WINDOW SECTION T77 2) "MR" _ "MEETING RAIL" WITH INSULATED 3) FOR OVERALL SASH WIDTH, GLASS) SUBTRACT 2.9116" FROM THE WINDOW WIDTH. 4) FOR SIZES NOT SHOWN, ROUND UP THE NEXT AVAILABLE WIDTH ORTO HEIGHT DIMENSION SHOWN ON THE SASH TABLE. SASH VISIBLE HEIGHT, 5) SEE SHEET 2 FOR INSTALLATIONLIGHT 39-1/2" MAX. DETAILS. 1 ff. 1 ONO VENICE,OFLG34275 P.O. BOX 1529 NOKOMIS; FL 34274 CERT. OF AUTH, #29296 SASH VISIBLE LIGHT FORMULAS: WIDTH =WINDOW WIDTH H EIGHT = SASH HEIGHT FIXED VISIBLE LIGHT FORMULAS: WIDTH = WINDOW WIDTH - 3.5" HEIGHT = WINDOW HEIGHT - SASH HEIGHT - 3.336" Revlelon: evlsed By: Date: Rerlslon: SC 05/28/15 TABLE 2 Descnpfion: ANCHOR QUANTITIES A Title: 3H WINDOW -LARGE MISSILE Serbs/Modal: Swle: Sheet: SH-800 NTS 3 OF 7 PRODUCT RBVISED m complying with the Florift Building Cad- Acceptou-e No Expifalion Datc DyMiami nde Pmducl Contr 11111111 iz i No.66705 S, ONA E `• S/ A. LYN IIf It 'ER, P.E. P.E.# 50705 Drawn Dy; J ROSOWSKI Dole: 11/11/11 Dr Mg He. Rav: MD-SH80OLM-01 A TABLE 3: ANCHOR QUANTITIES REQUIRED - Group 8 Anchors Overall W ndow Width Sash Hei htor 15 m a m D m Height Range ro vItftnivmv a= 8=8= o x a m m a m a m ¢ m 3T' 19" (Equal-Ute) 19" thm 19.9/18" 38 3 8" 16" thru 18-15f16" x 13" Ihm 16-15/15" 23' (Equal-Ule) 22" thm 22-15116" 45" 1V thru 21-15116' x 1S" thn118-15/16" 13" If- 15.15/16" 25-314" (Equal-Ule) 25" lhru 25-11/16" 22" thru 24-15116" 50.518 1W thru 21-15116" x 16" lhru 18-15MB" 13" thru 15-15115' 32" (Equal-Ule) 0 31" Ihru 31A5118' 28" thru 30.15116" 25" lhm 27-15118" + 22" thru 24-15/16" 19" that 21-15/1G' O 16" thru 18-1S/16" 37(Equal-Uto) 2 3 1 2 3 1 2 3 1 2 3 2 3 4 2 3 4 2 3 4 3 3 4 3 34" thri 38.15/16" 3 3 1 3 3 1 5 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 4 3 31" thru 33-16/16" 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 4 3 28" Ihru 30-15110" * 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 73° 25" thru 27-15116" 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 4 3 3 22" lhru 24-15116" 19" thru 21-15115' 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 4 2 2 4 2 2 4 3 3 10" Ihm 1&15/18" 3 2 1 3 2 1 3 2 1 3 2 2 4 2 2 4 2 2 4 2 2 4 2 3 39-1/2^ (Equal-UIe) 2 3 1 2 3 1 2 3 1 3 3 2 3 4 2 3 4 2 3 4 3 3 5 3 37" lhry 39-7I16" 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 2 3 4 3 34" lhru 38-15I16" 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 q 3 31" Ihtu 33-16118" t 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 4 3 76 28" lMu 30.15118' 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 4 3 2 4 3 3 26" thru 27-16116" 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3 2 4 3 3 22" lhru 24-151W' 3 3 1 3 3 1 3 3 1 3 3 2 4 1 3 1 2 4 3 2 4 3 2 4 3 3 20" IhN 21-15118" 3 1 2 1 1 1 3 2 I 1 3 2 1 3 2 2 4 1 2 1 2 1 A 2 2 4 2 2 4 3 3 SASH HEIGHT RANGh iNUwuea n a..,.v..,. ...,•• • • •-• •• •-- - - - Anchor Grou Anchor SubstaW Mln. Edge Dtslance Min. Embedment B 14, Steel SMS (G5) f 914. 410 S6 SMS P.T. 5oulhem Pine (SG = .55) 9/16" 1-3/6" 6OW-T5 Alum 318^ iff, sx Steei Slud, Gr. 33 min. 3/8" DA45 (18 Ge) xs A36 Steel 3/8" 1/8" xx AM" CrateFlex P.T. Southern Pine (SG = .55) 1" 1.3/4' 5116' Steel Ullracon Hollmv Block, (ASTM C90) 3-118" 1-1/4" MIMIMUMOF3THREADSetrurvu FIGURE A: SASH CROSS SECTION WITH NSULATED GLASS) } T I SASH VISIBLE LIGHT HEIGHT NOTES: 1) FOR BUCK DIMENSIONS, SUBTRACT 1" FROM WINDOW WIDTH OR HEIGHT. 2) "MR" = "MEETING RAIL" 3) FOR OVERALL SASH WIDTH, SUBTRACT 2.9/16" FROM THE WINDOW WIDTH. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. T• 5) SEE SHEET 2 FOR INSTALLATION IAX. DETAILS. SASH VISIBLE LIGHT FOR7SASH WIDTH = WINDOW WIDTH HEIGHT = SASH HEIGHT FIXED VISIBLE LIGHT FO WIDTH =WINDOW WIDT HEIGHT = WINDOW HEIG HEIGHT- 3.336" Revised W. Dote: Revision: SC 05/28/15 NO CHANGES Dascnptton: ANCHOR QUANTITIES B 5070 TECHNOLOGY DRIVE N. FL Title: SH WINDOW - LARGE MISSILE B, 29P.O.P,O. BOX 1529 NOKOMIS; FL 34274 Series/Modal: Scala: Sheet: CERT. OF AUTH. J29296 SH-800 NTS 4 OF 7 PRODUCTREVISED plying Nvith the Florida Building Ccdo i5-Cr-dg O2 AcceptmceNoCx imlion Dxte QOIi By L Miami adoproduct t1111111/ r,. kYNN Q9/, 1pENSF ''. F'Q it No. 58705 J 7 (IJ ( J- srrI 1 A. LYNIJI MILLI=R, P.E. P- E# 58705 Drown By: J ROSOWSKI Data: 11/ 11/11 Drawing No. Rev: MD- SH80OLM-011 A O ANCHOR QUANTITIES REQUIRED - Group C Anchors Overall Window Width Sash Height or Height Range m hF, m I1i¢lem1 alml lo< lo` V2' 3T' 13-1/,4 (Equal-Ute) 10" (Equal-1 0) 1 2 2 2 1 1 1 2 4 2 1 I 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 19.5/8" (Equal-Uto' 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 Is" thnl 19.9/18" 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 38.318" 18" thru 1B-15118" 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 IT' thnr 15.15/16' 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 23" (Equal -Ufa) 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 22" INu 22-16/1e" 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 45" Is' thru 21.15118' • 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 16" thru 18-16116, 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 13" thru 1545118' 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 25-3141 (EquaII_ Uto) 2 3 1 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 25" tNu 26-11/16" 2 3 1 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 22' lhnl 24-15116' 2 3 1 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 50. J6" 15' ihtu 21.15/18" 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 16" lhru 18-15/18" 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 13" lhru 15-1Tar16" 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 Z 2 2 2 2 2 2 y 32" (Equal -Lit.) 2 3 1 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 3V thru 31-15116' 2 3 1 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 28" thtu 30.15/16" 2 3 1 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 26" lhm 27-15116" * 2 3 1 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 22" lhtu 24-15118" 3 3 1 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 10" thnl 2l-16/18" 3 2 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 O 16" thtu 1&16118" 3 v 2 o 1 1 3 1 2 2 1 1 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 YYY, YYaar;aa^ inawn D'©©D©©DI,Bonn D I©©© D© DD©00,©00©©©':D© man, Boom I© SASH HEIUH I RANUt nVUU I — Anchor Anchor Substrate Min. Edge Distance Min, Embedment Group 1/ 4" Steel Ultracon Concrete (min. 2.9 ksl) 2-1/2" 1-3/8" 114" CreteFlex Concrete (min. 3.35 ksi) 2-1/2" 1.3/4" C Concrete (min.3.5 ksi) 2/16" 1.3/4" 5l18" Steel Ultracon Grouted -flied Block. (ASTM 090) 1 2-1/2" 1 12% FIGURE A: SASH CROSS SECTION WITH INSULATED GLASS) } IT I SASH VISIBLE LIGHT HEIGHT HtMUV U r1 VI.-vv D-1—I v - — Z_A NOTES: 1) FOR BUCK DIMENSIONS, SUBTRACT 1" FROM WINDOW WIDTH OR HEIGHT. 2) " MR" = "MEETING RAIL' 3) FOR OVERALL SASH WIDTH, SUBTRACT 2-9/16" FROM THE WINDOW WIDTH. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 1H HT. 5) SEE SHEET 2 FOR INSTALLATION MAX. DETAILS. SASH VISIBLE LIGHT FORMULAS: WIDTH = WINDOW WIDTH - 4.875- HEIGHT = SASH HEIGHT - 4.293" FIXED VISIBLE LIGHT FORMULAS: WIDTH = WINDOW WIDTH - 3.5" HEIGHT = WINDOW HEIGHT - SASH HEIGHT - 3.336" Revlaed By: SC Dale: 05/ 28/15 RaWafon: TABLE 6 Description: ANCHOR QUANTITIES C 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Tifle: SH WINDOW - LARGE MISSILE P. O. BOX 1529 NOKOMIS; FL 34274 Series/Model: Seel.: Sheaf: CERT. OF AUTH, #29296 SH-800 NTS 5 OF 7 PRODUCT REVISED plying with the Florida Building Code l. Or 9•z , Acceptauco ' Ex imlh"Deot7 Dy Miwni ed iro cluctCdn 11111Ill 10EIasfi •., p 58705 vt. 5 a Is LU` SI F7. ORIOP.•' S ON.G Gvv A. LYtJiJIMI ER, P.E. REA 68705 Dnown Ety: J ROSOWSKI Dale: 11/ 11/11 Drowing No, Rar. MD- SH80OLM-011 A z.is3^ Y062" 2.945" 1.363' 10 FRAME HEAD 6063-T6 ALUMINUM I -1.. 6 jlll — n - 0- 12" C I V L 2,154' OFIXED MEETING RAIL 6063-T6 ALUMINUM GLAZING NOTES: SENTRYGLAS®BY KURARAY AMERICA, INC. 050' 081• 681" 040' .738' 1.094' 1.089 4-•- 166" O50' ADDON FLANGE 31 SASH STOP COVER 48 I116" BEADING 49 083- 13116'IG BEADING 52 6003-T6 ALUMINUM 6063-T6ALUMINUM 6063•T5 ALUMINUM BD03-TSAWMINUId 500" 2.783' 2 FRAMEO SILL, HI -RISE 6063-T6, A LUI INUM 2.709' 062" 2 1.749' O3 FRAME JAMB 6063-T6 ALUMINUM 1.164' a57 1.349' 907 062' — — V'— OSASH TOP RAIL 8 SA$H SILL LOCK 7 6063-76 ALUMINUM 6003-T5ALUMINUM 93 7116" NOM. GLASS STACK 1/6' TEMPERED CAP --+ 090" SENTRYGLAS 3/16" HEAT 090" SENTRYGLAS STRENGTHENED 3116"HEAT 3116"HEAT GLASS STRENGTHENED STRENGTHENED GLASS 61 GLASS n) JLN . 524' MIN. GLASS SITE EXTERIOR 4 7/16" GLAZING DETAIL ll llllll/l,. —. 4vrirl /,art '. SASH SIDE RAIL 12 6003-TS ALUMINUM 11 SASH BOTTOM RAILBo63-78 ALUMINUM 040' 689" 1-+— 1.533" O16 HEAD FASTENER COVER 6063-T6 ALUMINUM 13116" NOM. GLASS STACK 1/4' AIRSPACE 3116" HEAT STRENGTHENED GLASS 524" MIN. GLASS BITE EXTERIOR 4 L- 44 48 13/16" LG. GLAZING DETAIL ReVud W. Date: Ravie— c 2 LJ = c1 GV_. J '• H'EL " Ui '•. FLOFlO-•' ] 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Div n"'-"" . P.O. BOX 1529 NOKOMIS, FL 34274 ERA. LYNN MILLER, P.E. P.E.k 58705 CERT. OF AUTH. #29296 Rsvlsad By: Data: ReNOvision: SC 05/28/15 CHANGES Oeecnptlon: BOM & PART DETAILS no.: SH WINDOW - LARGE MISSILE Saves/Model: Sc.W Shea(: SH-800 NTS 6 OF 7 PRODUCT REVISED ns complying with the Mddo Building Codc IrJ"G O3 02AcccptanccNo E'pimNon Dntc ByMinmVVVVVVVVVVVVD......ndcPmduct Cott J ROSOWSKI 11/11/11 Ing Na, ltav: MD-SH80OLM-01 A NOTES: 1) GLASS & FIXED LITE BEADING NOT SHOWN FOR CLARITY. 2) HARDWARE FOR BOTH TYPES OF BALANCES SHOWN. REFER TO TABLE 7, SHEET 6 FOR SPECIFIC HARDWARE REQUIREMENTS USED FOR EACH BALANCE TYPE. lllll lll/ 50705 tQ A ST TE i iC •'•.. FLOR10'. \ I IIII III\ A. LYN ILLER, P.E. P.E,g 58705 v- 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS; FL 34274 CERT. OF AUTH. #29296 C 105/28/15 ` NO CHANGES iption: SEMBLY DETAILS WINDOW - LARGE MISSILE s/Model: 5cale: Sheet: SH-800 NTS 7 OF 7 PELODUcr RTIVISED complying wish the Florid. Building Cade i5-06aq. 02AccepmnceN. QOlHxpimionDale_ t By r dK lyr Num cProducl Control J ROSOWSKI Dote: 11/11/11 Vowing No, Rav: MD-SH80OLM-01 A Florida Building Code Online Page 1 of 1 at , BCIS Home i Log In User Registration , Hot Topes Submit Surcharge ; Stats &Facts i Publications FBC.Staff 1 BCIS Site Map I Links Search i Florida Product Approval i4 Public UserUSER: Product Approval Menu > Product or Application Search > Application List Refine Search Search Criteria 7586 Code Version 2014 FL# ALL Application Type ALL Product Manufacturer ALL Category ALL ALL Subcategory Compliance Method ALL Application Status ALL Quality Assurance Entity Contract Expired ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure Other ALL Validated By (Status FL# Type r'ranura......_. - Ryan J. King, P.E. Approved FL7586-RS Editorial Change Therma-Tru Corporation (813) 767-6555 Category: Exterior Doors History Subcategory: Swinging Exterior Door Assemblies onr -di- the Commission if necessary. Contact Us:: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. ht °007-2013 State of Florida.:: privacy Statement :: Accessibility :: Refund Statement ueespon, lease contact cords r7.1395. *Pursuant toUnderFloridalaw, 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 phonelicenseesby traditional mail. If you have any q P Section have oneslThe Florida provided may be u Oct for 1, allcommuni atkm with thedelicensee. HowerChaptereveremailaddressesa.S. must provide lre public record If you do noaddresswashto f supply a personal address, please provide the Department with an emaiI addressdrss whichplease be here e available to the public. To determine if you are a licensee under Chapter Product Approval Accepts: 5lCl1rICV ttETkIC 4 1/9/2017 THERMANTRU 0 THERMA TRU DOORS 1 1 S INOUSTRIAL DR., EDGERTON, H 4351 7 SMOOTHS STAR"t "FIBER CLASSIC", 151.5"MAX. FRAME WIDTH CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" 74.56"MAX. FRAME 36:75" MAX. 37.62"MAX. 3610TMAX• PANEL WIDTH FRAME WlDTH GLAZED FIBERGLASS DOUBLE DOOR w/ SIDELITES INSWING / OUTSWING r IMPAc r GENERAL NOTES 1: This product has been evaluated and is in compliance with the Sth Edition (2014) Florida BuildingCode (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2• Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wolf dressing orstucco. 3. When used in areas requiring wind borne debris protection this product compiles with Sectionantcovering. This vvel I D' and eludes Wind Zone 4 as defined ImpactCanddoesnotrequireanASTMSEt1996andSection6r09. t 2.2 of the FBCoductmeets • le 4. For2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5 itconditions that deviate the detailsOfthis drawing require further engineering analysis by alicensed rPANELWiDTH— WIA5TRAGAL SIDEUTE) i o p X o X J o n o d a a I IL— I.I. " SMOOTH STAR", "FIBER CLASSIC" CLASSIC CRAFT' S " CLASSIC CRAFT RUSTIC" J---- 0.75" OVERALL OVERALL DESIGN PRESSURE (PSFJ' FRAME D.L. O. DOOR) SIDEUTE DIMENSION POSITIVE NEGATIVE DIMENSION G 151. 50" x 98.00" O4UTSWING 21.00" x 78.75" 50.0 -50.0 151.50" x 96.75" 21.00" x 78.75" 50.0 -50.0 UININ I I i N N k to N to z ncv^ Z 0 nan 5 22 OS z Sew: N.T. S. ° owe. eY: AL m CNN. BY: LFS aPAwINC NU.: K FL-7630. 5 C sHEEr 1 or 12 , 9 X 3" PFH WS 2 TYP. (4) CORNERS zi.00^MAx. 46 EXTERIOR G1 44 o INTERIOR 0 FE X ° 1 o 2 46 EXTERIOR 44 p INTERIOR 40 DOOR PANELSmoothStar 70 SIDELRE PANEL L; Oi i •''••......• M m o n i0UN •• z ZZo UuEmmo a g s arm 1 HORIZONTAL CROSS SECTION a m o a El2E 41 0 d G1 EXTERIOR t a — Wo 0 0 cn 44 Z INTERIOR o w w w owU OQ o B IHIQRIZONTAL CROSS SECTION 1,54 EXTERIOR INTERIOR a 1/2" CELLULAR GLASS BITE 1 1 °LASS GLAZING GLASS TAPE 1 /8" TEMPERED EXTERIOR GLASS AIR SPACE 5/32"ANNEALED 4 GLASS 0.0901-SAFLEX® PVB INTERLAYER INTERIOR 2 , 1 /8" ANNEALED DOW 995 GLASS OR SIKA 552 3 SWIGGLE GLAZING SPACER Gi GLAZING DETAIL o G1 P '• 42 iOPRAIL J N 1.18" O U ow N N zo CD o U O W W j 45 BOTTOM RAIL HINGE STYLE rN 41 ry Q o 4 0.3" 45 i Dn'E: 5/22/08 scat£: N.T.S. 2 DWG. et: AL m DHK. ar: LFS 3 2 VERTICAL CROSS SECTION 43 LATCNSi1LE 2 DRAYnND No.: FL-7630.5 o sHm 2.. of 12_ 2 #9X3"PFHWS GI 3 IYP. (4) CORNERS 21.00" MAX. D.L.O. 56 EXTERIOR 54 " [7 INTERIOR X o 21 a d 70 SIDELRE PANEL EXTERIOR 3 HORIZONTAL CROSS SECTION 3 F- ELLULAR GLASS BITE Y I 1.54 3LAZING TAPE GLASSGLASS 1 /8" TEMPERED EXTERIOR GLASS AIR SPACE 5/32" ANNEALED 52 iOP RAIL 58 BOTTOM RAIL 54 HINGE STYLE 4 GLASS 0.090"SAFLEXG PVB INTERIOR INTERLAYER 4.11" 0.34" ---I F--0.66" DOW 995 OR 2 1/8"ANNEALED GLASS 3 SWIGGLE GLAZINGSIKA552 SPACER Gi GLAZING DETAIL 53 LATCH STILE ZC SIDELITE STICE INTERIOR VERTICAL CROSS SECTION ll-3 0 m z fv 0 oz5Emzmmo a uµ9 a d L ma o E oz w ofo 10 1S oNr COWIy N N-'d W W UI Q [rZmd o a a bU Ij N r w a fO mZ oar: 5/22/OS i SCALE-. N.T.S. owc. ev: AL m cHK. er: LFS 3 DRAWING NO, m FL-7630.5 00 SHEET _.L GF —12 N B 21.00" MAX. D.L.O. 60 DOOR PANELClassicCraff & Classic Craft Rustic 21.00" MAX. D.L.O. INTERIOR A, b2 w\ 66 l HORIZONTAL CROSS SECTION 4 61 56 EXTERIOR G1 a 71 4. 71 INTERIOR 3 HORIZONTAL CROSS SECTION 4 11 1/2" CELLULAR GLASS BITE 7 1"THK. GLAZING GLASS TAPE 1 /6" TEMPERED O EXTERIOR GLASS AIR SPACE 5/32" ANNEALED GLASS 4 0.090"SAFLEX® PVB INTERLAYER INTERIOR 2 1/8"ANNEALED ' DOW 995 GLASS OR SIKA 552 3 SWIGGLE GLAZING SPACER D GT GLAZING DETAIL SIDELITE PANEL ZO 62 TOP RAIL EXTERIOR 1.48" 1.49" rII a v Q d5 BOTTOM RAIL 64 H(NGE STYLE INTERIOR 4.13" 0.65" ' 4— 65 v 2 VERTICAL CROSS SECTION LATCH STYLE ZT SIDELITE STILE 4 63 v N ZW 4 z Z[aj DATe 5 22 08 0scaMN.T.S. _ DWG. BY: AL m CHK. BY, LFS 3a DM`MNG NO.: m FL-7630.5 N SHEET 4 OF I2 NOTES: 1. (12) of item #4 astragal retaining screw located @ 3/4" 2" 3-1 /4" 4-1/2", 18-718 37-11 57-7/8", 76-3/8", 90-314", 92", 93" & 94-1 /2" from top of astragal. 2. Sidelife assembly screws located at 6" from each end and 6 more screws equally spaced IS screws total per jamb). 1-114" MIN. EMB. (TYP.) SEE NOTE 2 0.15" C'SWK WP.) INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION 5 Inswing shown - Ousfwing also approved PHORIZONTAL CROSS SECTIONvednswingshown - Oustwmg also approved E m0, A fir o P5 oiyy=U 2C u l70SEENOTE2N: z 10: O\ o m EXTERIOR M d='. 1 <' dvzaZ o UZ Em mo Lu ar a- INTERIOR s a DZ 4 wti J 00 20 N n o h— EMS. (TYP.) wm s oN =o 4 HORIZONTAL CROSS SECTION F 5 ShownwllXsub-buck I 5 0 o a nQ IOR WR 0)OJ?IgONTALZCROSS SECTIONswinshown - OustwingalsoapprovedoaaN N F W a Z M - Z U nnh 5 22/O8 3 scue N. T.S. DWG. M AL m CHK. By: LFS 3 ORAm ND.: m FL-7630. 5 0 ISH., 5 OF_12 E O\i- 0Oi Lmr a C ryiw icI P o °n o z UA ri p a oz4 B z w Eco zm w 50 60 a v n S L m 19 O 09 w 40 19 7 a a' maam w0 9 z w O Ja 16D EXTERIOR INTERIOR 8 O 7 L hh oU o z 8 EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/IXsub-Duck g EXTERIOR INTERIOR 50 60 18 wv CROSS SECTION g 40DlVIRTICAL Outswing shown - Inswing also approved E o INTERIOR EXTERIOR e p. p n o VERTICAL CROSS SECTION 6 Inswing configuration n e 4 VERTICAL CROSS SECTION 6 Outswing conrguration Z EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration 81 I M22/08 N W Q Z OS. S. ALLFS0.5 SHEET 6 OF 12 IR v V SEE NOTE I M 19 h h a 24 " u EXTERIOR INTERIOR VERTICAL CROSS SECTION 7 Outswing shown - Inswing also approved INTERIOR EXTERIOR SEE NOTE 1 2 m b n 3 VERTICAL CROSS SECTION 7 Inswing configuration EXTERIOR SEE NOTE I C 2 Z cri SEE NOTE I INTERIOR T' st z 41;0` m 7 m P 0 zonUN •• fir` 9 Zd m o C Em Z m Uo ILN a m a a m 0 E 9z W 0 0o yz 2 VERTICAL CROSS SECTION LO INTERIOR 2 Shownwllxsub-buck NOTE: m 31 J. Sidelite assembly screws located at 3"from each end and at center line. o Ng o 0 l D 5 VERTICAL CROSS SECTION 7 Outswing configuration EXTERIOR INTERIOR z W 4 VERTICAL CROSS SECTION 7 Outswing configuration SCALE: N.T.S. DWG. BY, AL CHX. BY: LFS DRAWING NO.: FL-7630.5 SHEEP % OF t 2 TYP. HEAL JAMBS MASONRY OPENING 2X BUCK III III III III III 3 III III III t IIIu p • CONCRETE ANCHOR NOTES: 7. Concrete anchor locations at the comers maybe adjusted to maintain the min. a edge distance to mortarjoints. 2. Concrete anchorlocationsnoted as"MAX.ONCENTER"must be adjusted to e maintain the min. edge distance to mortarjolnts. additional concrete anchors may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: f L ROCAERN M_.TW.O:;.A, ACNDCGEJAAHs ITW 4" TAPCON® ELCO 1/ 4" 1" 4" J44 6 II I I I I I I II ASTRAGAL AND FRAME SHOWN FOR REFERENCE II I I I I I I BUCK ANCHORING 8I SE: w m b p z5/ 22/05 z E: N.T.S. ° BY: AL m sY: LFS 3 FINE NO.: FL- 7630.5 a 0 r B of 12 I I I I to W MASONRY JAMBSJ&" a OPENING AMBS FRAME 2X BUCK D SEE HINGE TYPDETAIL — SILL 11 11 i 4" 31Y tr 7" 8" T' JDEA X C U O D TYP. SILL 1 1 I FRAME ANCHORING ASTRAGAL HINGE JAMB Masonry 2X buck consfruction I CONCRETE ANCHOR NOTES: I. Concrete anchoriocations at the corners may be adjusted to maintain the min. edge distance to mortorjoints. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints additional concrete anchors maybe required to ensure the'MAX. ON CENTER" dimension are not exceeded. 3 Concrete anchor table M1N.`'CLEARP;NGR MIN iCLEARANC ANCHOR ANCHOR MLN : ` 70:MASONRY TO;`.ADJACENT e i] PE ;;SIZE EMBEDMENT fDGE ITW ® 1/4. TAPCON a ELCO ® 1/4" T-T/C V. 4, f ULTRACON TAPCON® 3/16" 1-1/4" 3" 1-T/2" E WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 5/8" edge distance, ]"end distance, & I"o.c. spacing of n wood screws to prevent the splitting of wood. 0 d K 97 0 DETAIL I ASTRAGAL DETAIL 2 BOLT HOLE Outswing Inswing uzl v zrii 0 m om i W' q Q m M_ 7 m U N •• 3 a s O K Z E z m o watoo a up a=a. 1 28 z0 w Y m U 27 s zz wCz z LATCH & DEADBOLT DETAIL w w0 O o a 0. HINGE DETAIL w ` a w m M N ^ n vaE: 5/22/08 ? 0 cuE: N.T.S. _ BwG. BY: AL m OHK. BY: LFS 3 ORAWMG NO.: m FL-7630.5 SHEET P OF 12_ Q w z h `x = MASONoOPENIN FRA 1X1 SEE HINGE DETAIL I I I I I I I I I I l i I I SEE DETAIL 1 _ Y TYP. HEAD JAMBS X >o C L AE TYR MULLION c F LICK D I TYP. SILL Q TYP. SILL SEE DETAIL 2 I NP. — SILL FRAME ANCHORING HINGE JAMB Masonry2X buck construction d eu E CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to morfarjoints_ 2. Concrete anchor locations noted as 'MAX. ON CENTER"must be adjusted to e maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure fhe 'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: a sz F MIN CLEARANCE>3'WIN:iC 8MANC:E: ANCHOR .ANCHOR TO'MASONRY TO ADJACENT TYPE SIZE .. EMBEDMENT EDGE.:: .. ANCHOR ITW ® 1/47 1-1/4„ ITW 21, 4„ TAPCON 3/16" 1-1/4" 3" TAPCON® WOOD SCREW INSTALLATION NOTES. 1. Maintain a minimum 5/8"edge distance, I"end distance. & 1"o.c. spacing of n wood screws to prevent the splitting of wood. a ASTRAGAL K 97 O DETAIL I ASTRAGAL DETAIL 2 BOLT HOLE Outswing LATCH & DEADBOIT DETAIL HINGE DETAIL Inswing o -0 r;;QoM9Oin mz o m o a N •• z o v 2 0 Z UErnmu M 54om mDD. o 6 oZ w JAG. SCALE: N.T.S. DWG. er: AL cHw ar: LFS DRAWING NO.: FL-7630.5 SHEEF 10 OF 11 z z a I-- 4-563" N o 2.36" --i 9 20 HEmbAD R SIDEJa 0 F- 4.563" 18 fireshOUTSWINoldG m I I F-"-- 4.56" —H 31 OUTS WING THRESHOLD Coastal5. 83" M I 33 INSWING ThresholdI EX7.111ERAM E Alum. 0. 126" e n-- j--- 0.063" 2 IW LITE ERAME Afum. I-- 0. 554" DI FRAME 1RIM PVC 96 ASTRAGAL o L to 23 OUTSWINGSIDELIIE Spacer 2. 19" --- I r 2.14" v T- 22 INSWING SIDELIM Adopters 34INSWING CS ADJUSTA11F fireshoJd 35 " WING MONUMENTAL Adjustable Threshold 5.72" L r 36 INSWING ADJUSTABLE fireshold 5.87' T- 37 INSWING SELF ADJUST Threshold 38INSWING IMPERIAL fireshold O » z w o N 2 MN^Z [ o] DATE: b 22 08 SCALE-. N. T.S. owc. ar: AL m CHK. BY: LFS 3 DRAWING NO.: m FL- 7630. 5 a c SHEET " OF 12 rrj ITEM DESCRIPTION A IX BUCK SG >= 0.55 BILL OF MATERIALS MATERIAL ITEM DESCRIPTION WOOD 40 FIBERGLASS DOOR PANEL- SMOOTH STAR 41 FIBERGLASS SMC SKIN MIN 0.065" THICKNESS MATERIAL SMC B 2X BUCK SG >= 0.55 WOOD WOOD 4Y L COMPOSITE C MAX.1/4"SHIM SPACE STEEL 43 LATCH STILE LATCHWOOD/ LVL D 1/4" X 2-3/4" PFH ELCO OR IiW CONCRETE SCREW 44 HINGE STILE WOOD MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 45 BOTTOM RAIL COMPOSITE E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 46 POLYURETHANE FOAM CORE- 1.9 LBS. DENSIIY FOAM F 1 /4" X 1-3/4" PFH ffW CONCRETE SCREW STEEL STEEL 50 FIBERGLASS DOOR PANEL- FIBER CLASSIC H 1 /4" x 3-1/4" PFH ITW CONCRETE SCREW 51 FIBERGLASS SMC SKIN MIN 0.065" THICKNESS SMC 1 1 /4" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 52 TOP RAIL COMPOSITE J 1 /4" X 3-3/4" PFH TIW CONCRETE SCREW STEEL 53 STI E WOOD/LVL K 8 X 2-1/2" PFH WOOD SCREW STEEL STEEL 54 HINGE STILE HINGEWOOD L 10 X 2-1 /2" PFH WOOD SCREW STEEL 55 BOTTOM RAIL COMPOSITE M 9 X 2-1 /2" PFH SCREW WOOD 56 POLYURETHANE FOAM CORE - 1.9 LBS. DENSITY FOAM 3 N 1X MULLION REINFORCEMENT (SG >= 0.42) 60 FIBERGLASS DOOR PANEL- CLASSIC CRAFT& CLASSIC CRAFT RUSTIC 1 EXTERIOR LTIE FRAME ALUMINUM ALUMINUM 61 FIBERGLASS SMC SKIN MIN 0.090" THICKNESS SMC 2 INTERIOR LITE FRAME PVC 62 TOP RAIL COMPOSITE 3 L I E FRAME TRIM STEEL 63 LATCH STILE WOOD/LVL 4 10 X 1-1 /2" PFH SCREW FOAM 64 HINGE STILE WOOD 7 MEDIUM REACH COMPRESSION WEATHERSTRIP 65 BOTTORAIL M COMPOSITE8 LONG REACH COMPRESSION WEATHERSTRIP FOAM STEEL 66 POLYURETHANE FOAM CORE - 1.9 LBS. DENST/l FOAM 9 4" X 4" HINGE .097" THK. STEEL 70 FIBERGLASS SIDELITE PANEL - SMOOTH SiAR 10 10 X 3/4" PFH WOOD SCREW HINGE TO FRAME 71 SIDELIfE STILE WOOD 12 10 X 2" PFH WOOD SCREW STEEL STEEL 96 COASTAL ALUMINUM ASTRAGAL 6063-T5 ERMA-TRU ALUM. 17 PASSAGE LOCK-KWIKSE751GNATURESERIES r,,,.,, CTDI['FOIATF STEEL NOTE: WOOD DOOR COMPONENTS: PINE OR OAK (SG >= 0.42) V: m V m n O n M z U N •• v r Z Z U m ° ag Nrt o w d oamdam o S zCALL. N. T.S. DWG. at: AL GHK. By. LFS GRAVIING NO FL-7630. 5 SHEET 12 F 1< Florida Building Code Online BCIS Home I Log In I User Registration Florida aiijlp Product Approval a USER: Public User Product_ Approval Menu > Product or Apolication Search > Application List BCIS Site Map I Links I Search R fan 'S arcF9j Code Version 2014 FL# 10124 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL earcn Kesurss,-,#ppncaiwun=- ll # TVoe Manufacturer Validated Status FL10 4-R19 Revision GAF John W. Knezevich, PE Approved Category: Roofing 954) 772-6224 History Subcategory: Asphalt Shingles APprovea Dy unrrc.,vppiuva uy uor a ,•, •,, ....__ _, -..-. -- - Contact Us :: 2601 Blair Stone Road Tallahassee FL 32M Phone 850-487-1824 The State of Florida is an AA/EEO employer. Copvrioht 2007-2013 State of Florida.:: Privacy Statement ::Areutility 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 Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emails provided maybe used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, 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: tChcik Credit. • safe WI&Ii t Win', 5 '. https://floridabuilding.org/pr/pi_app_Ist.aspx[1/9/2017 10:56:39 PM] I KINITi ERD EVAWATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, LLC. certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 0647:3 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 01506.01.08-1121 FL10124-R19 Date of Issuance: 01/03/2008 Revision 21: 08/26/2016 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: GAF Asphalt Roof Shingles 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 J ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: RobertW. Nleminen, P.E. Florida Registration No, 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 08126/2016. This does not serve as an electronically signed document. Signed, sealed hardeopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1 -r.;..tt.rlCRn rinpc not have. nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or JTRINI7Y I EaD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4, R905.2.3 Physical Properties ASTM D1970 2009 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1, R905.2.6.1 Wind Resistance TA5107 1995 3. REFERENCES: Entity Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012 PRI (TST 5878) Physical Properties GAF-025-02-01 03/27/2002 PRI (TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI (TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI (TST 5878) Physical Properties GAF-324-02-01 12/01/2011 PRI (TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 UL (TST 1740) ASTM D3462 93NK6295 11/29/1993 UL (TST 1740) ASTM D3462 99NK43835 G1/12/2000 UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL (TST 1740) ASTM D3462 01NK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001 UL (TST 1740) ASTM D3161 01NK37122 12/18/2001 UL (TST 1740) ASTM D3462 01NK37122 12/19/2001 UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL (TST 1740) ASTM D3161 03CA5367 03/11/2003 UL (TST 1740) ASTM D3462 03NK26444 10/17/2003 UL (TST 1740) ASTM D3462 04NK13850 06/07/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL (TST 1740) ASTM D3161 04NK30546 03/10/2005 UL (TST 1740) ASTM D3462 04NK22009 05/06/2005 UL (TST 1740) ASTM D3161 04NK22009 o5/09/2005 UL (TST 1740) ASTM D3462 05N:K27924 02/10/2006 UL (TST 1740) ASTM D3161 OSNK27924 02/11/2006 UL (TST 1740) ASTM D3161, D3462 06CA18077 06/05/2006 UL (TST 1740) ASTM D3161, D3462 06CA18074 06/16/2006 TRINITY I ERD Entity Examination Reference Date UL (TST 1740) ASTM D3161, D3462 09CA10592 03/26/2009 UL (TST 1740) ASTM D3161, D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09NK06647 08/01/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09CA27281 08/27/2009 UL (TST 1740.) ASTM D3161, D7158, D3462 10CA35554 03/05/2010 UL (TST 1740) ASTM D3161, D7158, D3462 10CA13686 05/15/2010 UL (TST 1740) ASTM D3462 10CA07264 05/27/2010 UL (TST 1746) ASTM D3462 10CA11953 10/29/2010 UL (TST 1740) ASTM D3161, D7158, D3462 10NIK11951 10/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 10NK12070 11/04/2010 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 01/30/2010 UL (TST 1740.) ASTM D3161, D7158, D3462 10CA53934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011 UL (TST 1740) ASTM D31611 D7158, D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48409 12/08/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48725 12/09/2011 UL, LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 12CA58151 02/15/2013 UL, LLC. (TST 9628) ASTM D3161 12CA38083 02/26/2013 UL, LLC. (TST 9628) ASTM D3161 13CA32332 06/19/2013 UL, LLC. (TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4786875675 07/17/2015 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4787434542 05/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 12/28/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 02/23/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 02/26/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Michigan Cty, IN 03/02/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Shafter, CA 02/18/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/24/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 02/09/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 02/09/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 03/01/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 02/29/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 02/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 02/03/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/03/2016 4. P'RODUcT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Marquis® WeatherMax®, Royal Sovereign® and Sentinel® are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot®, Camelot® II, Fortitude"', Glenwood"", Grand Canyon®, Grand Sequoia®, Grand Sequoia® IR, Grand Sequoia® ArmorShieldTM', Monacom, SiennaO, Timberiinee American Harvest®, Timberline® ArmorShield'" 11, Timberline® Natural ShadowO, Timberline HD®, Timberline' Cool Series19, Timberline Ultra HD® and Woodland® are fiberglass reinforced, laminated asphalt roof shingles. J TRINITY ERD 4.3 Accessory Starter Strips: 4.3.1 Pro-StartO Eave/Rake Starter Strip Shingles and WeatherBlocker", Premium Eave/Rake Starter Strip Shingles are starter strips for asphalt roof shingles. 4.3.2 Quick5tart® Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen starter strip, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6- inch or less. 4.3.3 StarterMatchTM Sharter Strip Shingles are color -coordinated starter strips for use with Grand Canyon® and Grand Sequoia® series asphalt shingles. StarterMatch- are installed as the second starter for Grand Canyon® and Grand Sequoia® series installations. S. LIMITATIONS: This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.1 5.2 5.3 5.4 5.4.1 5.4.2 5.4.3 5.5 This Evaluation Report is not for use in the HVHZ. Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Wind Classification. The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to Vasd = 150 mph (V i, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to Vasd =150 mph (V it =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles or Starter Strip: 6.2.1 Installation of Pro -Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip Shingles and QuickStart Peel & Stick Starter Roll shall comply with the GAF current published instructions. 6.3 Asphalt Shingles: TR INR Y ER© 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R9O5.2.5. Staples are not permitted. 6..3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturerfor details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles, Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles and Seal - A -Ridge ArmorShield Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite PL S3O Roof & Flashing Sealant". 11.5" Sealant 11 (292 mm) i" Sellante 25 mm) (2M) Enduit d'etanch646 305 mm) Nail Clavo 6 518" - 7 5i8" Clouer 168 - 194 mm) 12' 305 mm) 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 111-51 rl``C2 rnmF Sealard 1." sallanlo 2` IsrtA)% a2 mr'r 1=rF Itrrta't nGt'rC fa LNail y„ if3lvla113 L.Cr1;1 s 220 rntnl, TRINITY i ERD 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 J R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY AssuRANCE ENTITY: UL LLC — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge t arar< drbpa Product Approval USER: Public User TI Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail FL # FL12328-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri—eden@tamko.com Authorized Signature Carter Lea carter—lea@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri—eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden 0 Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R7 COI TBP14001 3 2014 FPA TAMKO Underlayments-FINAL odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D4869 2005 ASTM D6380 2003 https:llfloridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtF2Aezuar gOlAYamDGm5e%2bS % 2baRvkOBThCQrlwi58TQ % 3 d%3d[111012017 2:36:44 PM] Florida Building Code Online quivalence of Product Standards ertified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/23/2016 Date Validated 08/23/2016 Date Pending FBC Approval 08/25/2016 Date Approved 10/13/2016 9Yinmarv'.ofi.BrOducts FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions FL12328 R7 II TBP140Q1 3 2014 FPA TAMKOApprovedforuseinHVHZ: No Underl ments-FINAL.odfApprovedforuseoutsideHVHZ: Yes Verified By: Zachary R. Priest 74021ImpactResistant: N/A Created by Independent Third Party: YesDesignPressure: N/A Other: See evaluation report for limits of use. Evaluation Reports F »o R7 AE TapJ4001 3 2014 FPATAMKO i inderlayments-FINAL odf Created by Independent Third Party: Yes 12328. 2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions FL12328 R7 II TBP14001 3 2014 FPA TAMKO ApprovedforuseinHVHZ: No t Jnderlay.mcnts-FINAL. odf ApprovedforuseoutsideHVHZ: Yes Verified By: Zachary R. Priest 74021 ImpactResistant: N/A Created by Independent Third Party: Yes DesignPressure: N/A Other: See evaluation report for limits of use. Evaluation Reports F 232B R7 nE Taoiannl 7n14 FPATAMKO nd rlayments-FINAL.odf Created by Independent Third Party: Yes 12328. 3 Master Smooth Asphalt saturated organic underlayment. Installation Instructions Limits of Use Approved for use in HVHZ: No FL12328 R7 II TBP14001 3 201.4 FPA TAMKO Approved for use outside HVHZ: Yes Underlayments-FINAL.odf Verified By: Zachary R. Priest 74021 ImpactResistant. N/A Created by Independent Third Party: Yes DesignPressure: N/A Other: See evaluation report for limits of use. Evaluation Reports 328 R2 nF Tao annl yn14 FPA TAMKO Ind rlayments-FINAL odf Created by Independent Third Party: Yes Guard Plus A self -adhering modified bitumen underlayment. 123. 28.4 Moisture Installation Instructions Limits of Use Approved for use in HVHZ: No FL12328 R7 II TBP14001 3 7014 FPA TAMKO Approved for use outside HVHZ: Yes nderments FINAL.odf Verified By: Zachary R. Priest 74021 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Other: See evaluation report for limits of use. Evaluation Reports 3 2014 FPA TAMKO FL12328 R7AETBP14001ndrlaymPnt5- FINAL.odf Created by Independent Third Party: Yes 12328.5 No. 15 ASTM Asphalt saturated organic felt Installation Instructions Limits of Use R7 rr TBP140013 2014 FPA TAMKO Approved for use in HVHZ: No F 2R ne is -FINAL RdfApprovedforuseoutsideHVHZ: Yes Underlavm Verified By: Zachary R. Priest 74021 Tmnart Resistant: N/A nfl Aah,,;l iina ors/or/nr aon dtLasux?param=wGEVXQwtDgtF2Aezuar golAramDGm5e%2bS%2baRvkOBThCQrIWi"TQ%3d%3d[1/10/2017 2:36:44 PMI Florida Building Code Online Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL.odf Created by Independent Third Party: Yes 12328.6 No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions 12328 R7 II TBP4001 3 2014 FPA TAMKOFL1Approved for use in HVHZ: No Approved for use outside HVHZ: Yes harry R. P VerifiedBy: Zachary R. Priest 74021 VerifiedBy: Z ImpactResistant: N/A Created by Independent Third Party: Yes DesignPressure: N/A Other: See evaluation report for limits of use. Evaluation Reports TAMKQ FL12328R7AETBP1400132014FPAUnderlayment5- FIFINAL odf Created by Independent Third Party: Yes 12328. 7 No. 30 ASTM Asphalt saturated organic felt Installation Instructions Limits of Use FL12328 R7 II TBP140Q1 3 2014 EPA TAMKO Approved for use in HVHZ: No FINAL odf Approved for use outside HVHZ: Yes Verified By: Zachary R. Priest VerifiedBy: Z ImpactResistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Other: See evaluation report for limits of use. Evaluation Reports rl 12'328 R7 AE TBP14001 3 PA TAMKO ndedaym n s-FINAL odf Created by Independent Third Party: Yes 12328. 8 No. 30 UL Asphalt saturated organic felt Installation Instructions Limits of Use FL12328 R7 II TBP14001 3 2014 FPA TAMKO Approved for use in HVHZ: No Underlavments FINAL odf ApprovedforuseoutsideHVHZ: Yes Verified By: Zachary R. Priest 74021 ImpactResistant: N/A Created by Independent Third Party: Yes DesignPressure: N/A Other: See evaluation report for limits of use. Evaluation Reports 1 3 7 78 R7 AE TBP14001 "I 7014 FPA TAMKO UndedaymcOtS FINAL ndf Created by Independent Third Party: Yes Alternate to ASTM D 226, Type II underlayment 12328. 9 TAM -FELT Installation Instructions Limits of Use Approved for use in HVHZ: No FL12328 R7 II TBP14001 3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments FINAL odf Verified By: Zachary R. Priest PE-74021 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001 3 2014 FPA TAMKO nd rlayments-FINAL.odf Created by Independent Third Party: Yes Tile Underlayment self -adhering modified bitumen underlayment 12328. 10 TW Metal and Installation Instructions Limits of Use g7 rI TBp anni 3 7014 FPA TAMKO Approved for use in HVHZ: No FL1232B rlayments- FINAL odf Approved for use outside HVHZ: Yes nd Verified By: Zachary R. Priest 74021 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Other, See evaluation report for limits of use. Evaluation Reports AE TBP14001 3 2014 FPA TAMKO FL12328R71 inderlayments-FINAL.odf Created by Independent Third Party: Yes self - adhering modified bitumen underlayment 12328. 11 TW Underlayment Installation Instructions Limits of Use R7 II TBP14001 3 2014 FPA TAMKO Approved for use in HVHZ: No FL12328 lnd od f Approved for use outside HVHZ: Yes Veriffiedled B By:: Zachary R. Priest 74021 ZacharyImpact Resistant: N/A Created by Independent Third Party: Yes eDesignPressure: N/A i Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001 3 2014 FPA TAMKO nd rlaymonr5-FINAL odf Created by Independent Third Party: Yes f o_........-... nctnrn.,.n tr?Ar.T;arianlAratnDGm5e%2bS%2baRvkOI3ThCQrIWi58TQ%3d%3d[1/10/20172:36:44PMI A 1, TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, r EDITION (2014) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued August 22, 2016 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.3, 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2, 1507.4.5.3, 1507.5.3, 1507.5.3.2. 1507.6.3, 1507.6.3.2, 1507.6.5, 1507.7.3, 1507.7.3.2, 1507.8.3, 1507.8.3.2, 1507.8.8, T1507.8, 1507.9.3, 1507.9.3.2, 1507.9.5, 1507.9.9 Properties: Physical properties REFERENCES Entity. Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-191-02-01REV ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-21'8-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 UL LLC (TST9628) 13CA12269 ASTM D 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAMKOS ASTM Slate ASTM D 6380, Class M, Type 11 underayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. Min. slope: 2:12 Application: The underlayment shall be installed with minimum 2" TAMKO BUILDING PRCDCUTS, INC. CREEK TAMKO Underlayments TECHNICAL SERVI.CEs, LLC TAM KO® ASTM Tile ASTM D 63B0, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for tile applications. Allowable roof coverings: Attachment of clay and concrete tile shall be permitted in accordance with the FBC. TAMKO@ Master ASTM D 63B0, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The underlayment shall be installed along the valley in accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted in accordance with the FBC. TAMKOIJ Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane buard Plus® with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-1/2" side laps and minimum 6" staggered end laps. Min. application temperature: 40°F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and clay the roofing shall be permitted in accordance with the FBC. TAMKO® No.15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO® No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be 7AMK0 BUILDING PRODGUTS, INC. CREEKTAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO® No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Tile Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6" staggered end laps. Min. application temperature: 40°F Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and mechanically fastened clay and concrete tiles shall be permitted in accordance with the FBC. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6" staggered end laps. Min. application temperature: 40OF Allowable roof coverings: Attachment of asphalt shingles and metal roofing shall be permitted in accordance with the FBC. TAMKO@ TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. er,.,B—firm• The underlayment shall be installed with minimum 2" TAMKO BUILDING PRODCUTS, INC. CREEK TAMKO Underlayments TECHNICAL .SERVICES, LLC LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5) Minimum application temperature shall be 50°F unless otherwise noted. Contact the manufacturer when installing at temperatures below the minimum application temperature. 6) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 7) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 8) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 9) All undedayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 10) The underlayment may be used as described in other current FBC product approval documents. 11) The underlayment shall not be installed over existing roof coverings. 12) Contact the manufacturer regarding specific exposure limits for each underlayment. 13) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida BuildingCode, Sih Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. YI,R I i No 74021 STATE OF Ai CERTIFICATION OF INDEPENDENCE 2016.08.2 2 09:35:39 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial Interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. 7—h— R PAact 0 C A— nnf hove — .All --l— o fines ;ftl in —tin nr l.fdh, Jlnn—A..... .odor fhlc m oL.ofinn Florida Building Code Online FBC Staff I BCIS Site Map I Links I Search a , . Product Approval Hili USER: Public UserdbP1r- .. Product Approval Menu > Product or Application Search > Application List Search Refine" Crlfena s = -= = — -__ ----------- Search Code Version 2014 FL# 13192 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL 5ea`rch, Results' Apphcatioris ELA Tvloe Manufacturer Validated By Status FL13192-R4 Revision James Hardie Building Products, Inc. John Southard, P.E. Approved History Category: Panel Walls 352) 367-2526 Subcategory: Siding Approveu Uy Unrrc. Approvals by Unrn snail oe reviewea ana rauneo by ine rUL- ana/or me commission it necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: cC;heck Credit Card Safe https://floridabuilding.org/pr/pi_appjst.aspx[1/24/2017 3:03:46 PM] Florida Product Approval HardiePlanV Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. Qa 1n_. La Siding sHardiePlank- James car leEFFECTIVESEPTEMBER2013 INSTALLA110N REQUIREMENTS - PRIMED & COLORPLUSe PRODUCTS Viisit`wvamlames hartfie.corr for the mbstrecent version, SELECT CEDARMILL° • SMOOTH • CUSTOM COLONIAL" SMOOTH • CUSTOM COLONIAL' ROUGHSAWN CUSTOM BEADED CEDARMILL® • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT. FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, ANDVOiDTHE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRMT HAT YOU ARE USING THE CORRECT HARDIEZONE- PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ1 00 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONET" APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at bull joints. Carry.planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS OUTDOORS INDOORS 1. Position cutting station so that wind will blow dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and others In working area. 2. Position cutting station In well-ventlated area 2. Use one ofihefollowing methods EL Best: i. Score and snap if. Shears (manual, electric or pneumatic) - NEVER use a power sawn indoors b. Ratter: 1, Dust reducing circular saw equipped with a - NEVER use a circular saw blade that does not carry the Hard eFgade saw blade trademark HanitBlade'saw blade and HEPA vacuum eMraction NEVER dry sweep — Use wet suppression or HEPA vacuum c. Good: i. Dust reducing circular saw with a HardieBlade saw bias allyuse for low to mcderafe culling) Important Note: For maximum protection (lowest respirable dust production), James Hardie recommends using "Best'4ewl cutting methods where Womble. NIOSH- approvedrespirators can be used In conjunction 4id1 above cutting practices to further reduce dust exposures. Additional exposure inlormation isavarlaae atwowameshardio.com to help you deWnrine the most appropriate cutting method for your job requirement tfconcem stil exists about exposure levels or you donotcomplywiththeabovepractices, you should 9%ys consult a Wdbd Industrial hydenist or coniactJames Hardie for further information. saar, os GENERAL REQUIREMENTS: HardiePiankelapsidingcanbeinstalledover braced wood or steel studs spaced a maximum of 24" D.C. or directly to minimum 7/16" thick OSB sheathing. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. InformationoninstallingJamesHardieproductsoverfoamcanbelocatedinJHTechBulletin19atwww. jamehardie.com Awater -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. JamesHardiedoesmanufactureHardieWrapWeatherBarrier, a non -woven non -perforated housewrap', which complies with building code requirements. When installing James Hardie products all clearance details in figs. 3-14 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10', Figure 1 Double Wall Single Wall Do not use HardiePlank lap siding in fascia or trim applications. Construction Construction Do riot install James Hardie products, such that they may remain in contactwith standing water. water -resistive barrier 29" o.c. max. let - in bracing p mod or HardiePlank lap siding may be installed on flat vertical wall applications only. OSB sheathing For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardiee Siding Products" at www.JamesHardie.com. DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie° Products. INSTALLATION: JOINTTREATMENT One or more of the following joint treatment options are required by code (as referenced 20091RC . R703. 3.2) ,. A. Joint Flashing (James Hardie recommended) ,r B. Caulking' (Caulking is not recommended for ColorPlus for aesthetic reasons as the Caulking and ColorPlus will weather joi differently. For the same reason, flashing do not caulk nail heads on ColorPlus products.) C. " H" jointer cover Figure 2 Nail line (ti nail line is not present place II _ fastener between 3/4" 1" from top of plank) HardieZone^ HanlePlank' sding install planks in moderate contact at buftjolnts c water -resistive o barrier fastener In call a 1 IA' starter strip to ensure a consistent plank angle leave appropriate gap betwen planks and trim, then caulk"' Note: Feld painting over caulking may produce a sheen difference when compared to the field. painted PrimePlus. -Refer to Caulking section in these instructions. For additional information on HardieWrae Weather Barrier, consult James Hardie at 1-866-4Hardie or won0ardiewrap.com WARNING AVOID BREATHING SILICA DUST James Hartlie-0 prod contain respirable crystalline silihiknown ca, which isowntotheState of California to cause cancer and is considered by IARC and NOSH to be a cause of cancer from some occupational sources. Breathing excessiveamountsofrespirablesilicadustcanadscauseadisablingandpotentiallyfatallungdiseasecalledsitcosts, and has been linked With other diseases. Some studies suggest smoking may increasetheserisks. During instal ration or handling: 0) work In outdoor areas with ample ventilation; (2) use fiber cement shears for cultin 9 or, where not feasible, use a HardieBladesawbtade and dust -reducing circularsawattachedtoaHEPAvacuum; 0) worm others in the immediate area; (4) wear a propedy-fitted, NOSH-apprmed dust mask or respirator (e.g. N-95) in accordancevrith applicable gavemmentregulaliorrs,andmanufacWrerinshuctiorstofurtherlimitrespirablesilicaexposures. During clean-up,useHERAvacuumsorwetcleanupmethods- neverdrysweep. For further Information,iefer to our installation instructionsandMaterialSafetyDataSheetavaaableatwvmvjameshardie.com or by calling 1-800-9tiARDIE (1-800.942-7343). FAILURE TOnADHERE 10 OUR 6VARNINGS, A4SD6, AND INSTAIJARON INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. HS11119-P1/4 6/13 Figure 4 Horizontal Flashing Figure 8 Ground to Siding Figure 5 Kickout Flashing Figure 9 Figure 10 Gutter to Siding Sheltered Areas z Figure 13 Figure 14 Block Penetration Valley/Shingle Figure 6 Slabs, Path, Steps to Siding Extension CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Roof to Wall Figure 7 Deck to Wall Figure 12 Drip Edge Figure 11 Mortar/Masonry FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlank" lap siding products. Face nailing should only be used where required by code for high windareasandmustnotbeusedinconjunctionwithBlindnailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed corners may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not Gsubstitute for blind or face miring. BLIND NAILING Nails - Wood Framing Siding nail (0.09" shank x 0.221" HD x 2" long) 11 ga. roofing nail (0.121" shank x 0.371" HD x 1.25" long) Screws - Steel FramingRibbedWafer -head or equivalent (No. 8 x 1 1 /4" long x 0.375" HD) Screws must penetrate 3 threads into metal framing, Nails - Steel FramingET & F Panelfasf nails or equivalent (0.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7116" 11 ga. roofing nail (0,1.21 shank x 0.371 " HD x 1.75" long) R!hhprl Wafer -head or equivalent (No. 8 x 1 5/8" long x 0.375" HD), Stud 24' O.c.max 1 Mau! i FACE iwilw Nails - Wood Framing 6d (0.113" shank x 0.267" HO x 2" long) Siding nail (0.09" shank 0.221" HD x 2" long) Screws - Steel Framing Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8" long x 0.323" HO) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F pin or equivalent (0.10" shank x 0.25" HO x 1-112" long) Nails must penetrate minimum 114" into metal framing. OSB minimum 7116" Siding nail (0.09" shank x 0.221" HD x 1-1 /2" long)' Figure 15 rigurt: l0 Minimum overlap for Both Face and Blind Nailing Nail min. 1114" overlap t Water Resisfive Barrier 24" - O.C. max. 1 1 Pr min. overlap 314"A' ! race nod water -resistive t . ,,.., . s" barrier 11r4'min. t /' overlap ,// laminate sheet to be removed immediately after installation of each course for colorPlus°products. When face nailing to OSB, planks must be no greater than 9114"wide and fasteners must be 12" o.c. or less. for Also see General Fastening Requirements;.and when considering attemative fastening options refer to James Ha rdie'sTechnical Bulletin USTB 17 Fastening TipsHS1I1119-P214 6 3 p Siding. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardieo' products near the ocean, large bodies of water, or in very humid climates. Manufacturers ofACQ and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5. Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should Fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nal. NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. 47 < PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. if setting the nail depth proves difficult, choose a setting that under drives the nail, (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing), E:q /q s 0countersunk, fill &add nail snug flush DO NOT DO NOT Figure A Figure B under drive nails staple PAINTING . DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardiem Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed.100°% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended it the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. CQLORPLUSOTECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® ColorPluse products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlu0 Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePlank® lap siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlug product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE' SIDING AND TRIM PRODUCTS WITH COLORPLUS° TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew a Repoming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie' Products. Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HS11119-P3/4 6/13 COVERAGE CHARPESTIMATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS I HARDIEPLANIC LAP SIDING WIDTH SQ I 5114 6114 7114 7112 8 8114 9114 i SO=100 sq.n.) (exposure) 4 5 6 6114 6 314 7 8 9112 12 8114 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 ion 74 9 225 180 150 144 133 129 113 113 84 10 no 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product. RECOGNrnON:1naccor6nce with ICC-ES Evaluation Report ESR-2290, HardiePlankg lap siding is recognized as a suitable alternate to thatspedfied h the 2006200942012International Residential Codefor One - and Two-Famfly Dweilirgs, and the 2006,2009,4 2012International Building Code,. HardePlank lap siding is also recognized for application in the following: Cityof Los Angeles Research Report W. 24862, State of nria Florida fisting FL#889, Dade County, Florida NOANo.02-0729.02, U.S. Dept of HUD Materials Release 1263c, Texas Department of insurance P"cl Evaluation EC-23, City ofNew YorkMEA223.93ar1, and Calih DSA PA-019. These doaments should also be consulted foraddifionai information concerning the suitability of this product for specific applications. 02013JamesHardie Building Products- All rights reserved. Additional Installation Information, , James and © denote echnoligyLimarksorlisareredtradtradem r WarranfleS; andWarnin sareavailableat a c l'1"tesHardle JamesHardieTechnologyUmfted.t>:: is a registered trademark 9 el !. of James Hardie Technology Limited, www.jameshardie.com . Panelfast is a registered trademark of ETHF Fastening Systems, tnc. HS11119- P414 6113 Florida Building Code Online r y 7rs n r tie 3 ? „lNa s c, `` .'" t p ti ""Y I r 1 {.(^ r j pJ 1f 2t ` #+ ti z L- 6 ` BC IS HomeI Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts Publications bj@x a - -- o ProdER: uct Approval USPublic User Product Approval Menu > Product or Aoolication Search > Application List Search Criteria 11, Via.: :., v Ir Code Version Bp Application Type a A Category f 4 u, Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other Search Results,-: Apphcat' ions FI16503-R1 Revision by DBPR. Approvals by 2014 FL# ALL Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Manufacturer KAYCAN LTD Category: Panel Walls Subcategory: Soffits shall be reviewed and ratified by the POC VIA FBC Staff I BCIS Site Map I Links I Search Validated By Steven M. Urich, PE 717)317-8454 commission if necessary. 16503 ALL ALL ALL ALL ALL ALL ALL Status Approved Contact Us 2601 Blair Stone Road Tallahassee FL 32399 PhonQ R50-487-1824 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 thisentity. 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 emailsprovidedmaybeusedforofficialcommunicationwiththelicensee. 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 please available ilable to thepublic. To determine if you are a licensee under Chapter 455, F.S., le Product Approval Accepts: cna CreditCard Safe S2C1127tt` At6TRICS ' 1 r ..`'' r--..-._ i_.._ riior) oi7 il-os-55PM1 KAYCAN LTD VINYL/PVC AND ALUMINUM SOFFIT - SOLID AND VENTED INSTALLATION ANCHORAGE DETAILS GENERAL NOTES: INSTALLATION NOTES: 1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF FLORIDA BUILDING CODE- BUILDING AND RESIDENTIAL VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE 1. ANCHORS SHALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE. DESIGN PRESSURES SHOWN ON THIS SHEET (SEE TABLE). THESE PRODUCTS WERE TESTED TO ASTM E330-02. 2 INSTALLATION ANCHORS SHALL BE AS SHOWN ON THE INSTALLATION FASTENER SCHEDULE ON SHEET 3 AND IN INSTALALTIONSTRUCTURALTESTRESULTSBASEDONASTME330-02 WERE DIVIDED BY 1.5 AS REQUIRED BY THE BUILDING CODE. DETAILS ON SHEETS 11, 12,13 AND 14.. 2. DESIGN PRESSURE (DP) RATINGS SHOWN ON THIS SHEET ARE DOCUMENTED AT TWO EAVE WIDTHS. 3. MINIMUM EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING). 2.1. FOR SAVE WIDTHS THE SAME AS THE MINIMUM AND MAXIMUM RANGES SHOWN, THE DP FOR THAT SAVE WIDTH EDGE DISTANCES SHALL BE SUCH TO PREVENTIVE CRACKING OF SUBSTRATE MATERIAL. SHALL APPLY. 2.2. FOR EAVE WIDTHS LESS THAN THE MINIMUM SHOWN, THE DP AT THE MINIMUM EAVE WIDTH SHALL APPLY. 4 ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF CORROSION RESISTANT MATERIALS 2.3. FOR EAVE WIDTHS GREATER THAN THE MINIMUM BUT LESS THAN THE MAXIMUM SHOWN, THE DP MAY BE COMPATIBLE WITH THE SUBSTRATE MATERIALS. LINEARLY INTERPOLATED. 2.4. EAVE WIDTHS GREATER THAN THE MAXIMUM EAVE WIDTH SHOWN ARE NOT ALLOWED. 3. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED FENESTRATION TESTING LABORATORY, INC. TESTING REPORT NO. 7367, DATED 611/13 AND NO. 7329, DATED 5121/13 INCLUDING ASSOCIATED LABORATORY STAMPED DRAWINGS. 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. 5. OVERHANGS RECEIVING SOFFIT SHALL BE CHECKED FOR STRUCTURAL ADEQUACY. DAMAGE, CRACKS OR DEFECTS THAT MAY PRECLUDE THE SOFFIT FROM PERFORMING ITS INTENDED FUNCTIONS SHALL BE ELIMINATED. 6. INSTALLATION OF SOFFIT AND ACCESSORIES SUCH AS CORNER POSTS, STARTER STRIPS, AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES AND THE MANUFACTURER'S INSTRUCTIONS. 7. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT 8. SOFFIT SHALL BE LABELED IN ACCORDANCE WITH 5TH EDITION (2014) FBC, SECTION 1710.9.2. 9.SOFFIT NET FREE AREA IN ACCORDANCE WITH 5TH EDITION (2014) FBC, SECTION 1710.9.1 ARE SHOWN IN THE APPROVED SOFFIT SCHEDULE ON SHEET 2. 10. MATERIALS: 10.1. KAYCAN BUILDING PRODUCTS VINYL SOFFIT IS MANUFACTURED FROM A FORMULATED PVC POWDER COMPOUND MEETING THE SPECIFICATIONS OF ASTM D3679. 10.2. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT IS MANUFACTURED FROM ALUMINUM ALLOY WITH ASTM ES TESTED TENSILE STRENGTH OF 21 KSI AND YIELD STRENGTH OF 9.86 KSI. 10.3. SEE SHEET 2 FOR SOFFIT SPECIFICATIONS. LE OF CONTENT DESCRIPTIONNERALNOTESANDSPECIFICATIONS YL AND ALUMINUM SOFFIT AND TRIM SCHEDULE FASTENER SCHEDULE AND SOFFIT PROFILES OFFIT AND ACCESSORY PROFILESVFFITINSTALLATIONCROSSSECTION WALL SIDE — STAPLE DETAIL WALL SIDE — NAIL DETAIL EAVE/FASCIA SIDE DETAIL DESIGN PRESSURE (PSF) RATING EAVE DESIGN PRESSURE VINYL (PVC) SOFFIT SERIES WIDTH (IN) PSF) 12" TRIPLE 4 SOLID SOFFIT 10 106.7/-33.3 12" TRIPLE 4 VENTED SOFFIT 12" TRIPLE 4 CENTER —VENT SOFFIT 12" TRIPLE 4 CENTER—O—VENT SOFFIT 24 93.3/-33.3 12" TRIPLE 4 FULL—O—VENT SOFFIT 10 113.3/-46.7 10" DOUBLE 5 SOLID SOFFIT 24 106.7/-4010" DOUBLE 5 VENTED SOFFIT 8" BEADED SOLID SOFFIT 10 TO 24 106.7/-40 8" BEADED VENTED SOFFIT EAVE DESIGN PRESSURE ALUMINUM SOFFIT SERIES WIDTH (IN) PSF) 12 93.3/-40 SP-600 16" SOLID SOFFIT 24 80/-36.7SP-600 16" VENTED SOFFIT 12 106.7/-46.7 12" 3 PANEL SOLID SOFFIT 24 93.3/-4012" 3 PANEL VENTED SOFFIT DESIGN PRESSURE RATINGS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON VOsd BASIC WIND SPEEDS. THUS PROJECT DESIGN PRESSURES AS DETEMINED FROM ASCE 7-10 BASED ON Vult BASIC WIND SPEEDS ARE PERMITTED TO BE MULTIPLIED BY 0.6 PER SECTION 1710.9.4 OF THE 5TH EDITION (2014) FBC/SECTION R301.9 OF THE 5TH EDITION (2014) FRC FOR COMPARISON TO THE DESIGN PRESSURE RATINGS ABOVE. Z vg OO gz a oQS Z() LL W ¢ ~ Q a U) U) Z Z Q 0 4e Q tj ,¢ o 0{0 W Sg Y w 2 JH Rg i <0 ozQ PAV UW y W Zw e B Ad Robert J. Amoruso, P.E. Florltls P.E. No. 49752 APPROVED VINYL AND ALUMINUM SOFFIT AND TRIM SCHEDULE Product 12" Triple 4Sol id Soffit (Vinyl) 12" Triple 4Vented Soffit (Vinyl) 12" Triple 4 Center -Vent Soffit (Vinyl) 12" Triple 4Center-O-Vent Soffit (Vinyl) 12" Triple 4 Full-O-Vent Soffit (Vinyl) 10" Double 5 Solid Soffit (Vinyl) 10" Double 5 Vented Soffit (Vinyl) 8" Beaded Solid Soffit (Vinyl) 8" Beaded Vented Soffit (Vinyl) F- Channel/Trim (Vinyl) 4" Fascia Trim (Aluminum) Product SP- 60016" Solid Soffit (Aluminum) SP- 60016" Vented Soffit (Aluminum) 12" 3 Panel Solid Soffit (Aluminum) 12" 3 Panel Vented Soffit (Aluminum) F- Channel/Trim (Aluminum) 4" Fascia Trim (Aluminum) Kaycan Vinyl Soffit and Trim Kaycan Drawing No. Panel Length Thickness ( in) in) Net Free Area sq. in./lineal ft.) Net Free Area sq. in./sq. ft.) VSAAF- 0801UA 144 0.040 n/a n/a VSAAF- 0801UD 144 0.040 6.55 6.55 1 VSAAF- 0801UD 144 0.040 2.18 2.18 VSAAF- 0801UB 144 0.040 1.37 1.37 VSAAF- 0801UC 144 0.040 4.18 4.18 VSAAM- 08000A 144 0.040 n/a n/a VSAAM- 08000E 144 0.040 5.17 4.50 VSAAX- 08000A 150 0.040 n/a n/a VSAAX- 08000B 150 0.040 3.38 4•64 VAAAT- 08000A ACAAR- 18000A n/ a n/ a 0. 040 0. 022 n/ a n/a Kaycan Aluminum Soffit and Trim Kaycan Drawing No. Panel Length in) Thickness ( in) Net Free Area sq in./lineal ft.) Net Free Area sq. in./sq. ft.) 606 144 0.015 n/a n/a 605 144 0.015 7.70 6.17 9518 144 0.015 n/a n/a 9517 144 0.015 6.57 6.57 ACAAN- 18000A ACAAR- 18000A n/ a n/ a 0. 022 0. 022 n/ a n/a Robert J. Amoruso, P.E. Flodda P.E. No. 49752 INSTALLATION FASTENER SCHEDULE Wall Side F-Channel (Trim) Substrate Fastener Embedment Max. Spacing Min. 0.12" Dia. Nail with 3/8" Head Dia. 1-1/4" 24" Wood Three (3) Min. 1" Leg Length x 1/4" Width 3/4" 24" Crown Sta les in a Trian ular Pattern Concrete or Masonry I Min. 0.097"Diameter Hardened T-Nail or Stub 5/8„ 24" 0.084 0.04-J ij DETAIL A 1 2" TRIPLE Eave/Fascia Side Soffit Substrate Fastener Embedment Max. Spacing 3/8" Leg Length X 3/8" Width T50 Crown 3/8" Located In Each Staple Soffit Panel Valle Fascia Cap Wood Fastener Embedment Max. Spacing 5d 1-3/4" Long x 0.072" Dia. Trim Nail Stainless 1-3/4" 48" 37 3.625 37 6 4 SOLID. SOFFIT - VINYL Robert J. Amoroso, P.E. Florida P.E. No. 49752 DETAIL A 12 TRIPLE 4 CENTER -VENT SOFFIT - VINYL 0,084 DETAIL A 1 2" TRIPLE 4 VENTED SOFFIT - VINYL ZO `v vF 0 a NLL ZON Z Q u i LLLi w . Q J F (nwZQ > 2 a o w o U K Z O Q- 0 Zp c) a gqgq ZN Robert J. Araew50, P.E. Florida P.E. No. 49752 5ai 0,04 DETAIL A 1299 TRIPLE 3.625 4 CENTER i0. 084 0 j DETAIL A 1 2" TRIPLE 375 625 3,6 0—VENT SOFFIT — VINYL 13.519 375 3 4 EU EE—O —VENT SOFFIT — VINYL Z z> oF LLLL a Zzzw o Lu V O OJ Z z 10 o paeyo00Zz Lu m. § Qo m U wC, d U ggd4gs Ro6ort J. A—l—, P.E. Flonda P.E. No. 49752 041 10 4,75 4,85- 5,3--J 1 1 0" . DOUBLE 5 SOLID SOFFIT — VI NYL 11,5 5 4 4,202 878 4,196 63 — f 49 45 04 10" DOUBLE 10 4775 48 5 VENTED SOFFIT — VINYL Robert J. Amoruso, P.E. Florida P.E. No. 49752 DETAIL E 4 7 8`' BEADED SOLID SOFFIT — VINYL 0 t—.5 y § \g j\ e\} A 5R 6} e Robed J. AMOrusc, P-E Florida P. E. No. 49752 04 1,063 DETAIL F DETAIL G 7 156 SECT. E-E 9,415 2,667 2,317- ,585 n n1 8" BEADED VENTED SO FRT — VINYL zo i ¢ o Z> W ti F N O '0' K Z zzJU)N 3 Q U O 7 W oF- Y W S J> v W ZQ Q W w uj g Go Robert J. Amoruso, P.E. Flonda P.E. No. 49752 16.6 52 5j"5j" T SP-600 16" SOLID o.sso SOFFIT — ALUMINUM nI IT 5j" 16.6 15j" 5A" L-// o. so i LOCK LAYOUT 5A" SP-600 16" VENTED SOFFIT — ALUMINUM NNO U Nm C) W F oN a zO o W Robert J. Amoruso, P.E. Florlda P.E. No. 49752 13.0 12.0 0.6 12" 3 PANEL SOLID SOFFIT - ALUMINUM 0.3115 LOCK LAYOUT 1 0 m LOCK LAYOUT 13.000 12.0 T F 12" 3 PANEL VENTED 0.±5o SOFFIT - ALUMINUM Robert J. Amoruso. P.E. Florida P.E. No. 49752 7 0,375 022 E98 38 SOFFIT F—CHANNEL/TRIM ALUMINUM 7 R01 5 SOFFIT F—CHANNEL/TRIM VINYL 1 022 4" FASCIA SMOOTH ALUMINUM UNto p F UW O0 `2z — O w rQ w Robert J. Amoruse, P.E. Retire P.E. No. 49752 DRIP EDGE p g° CIA BOARD N W ASCIA TRIM U 0' ZF- Y p FASCIA - SIDE DETAIL JQ pz ELLy ETAIL A ZING WITH VOOD/ OSB SHEATHING Rob.d1.Ammuso,P.E. Fl. dd. P.E. No. 49752 OR CONCRETE/ MASONRY SUBSTRATE ROOF/ WALL INTERFACE DETAIL WOOD OR MASONRY/CONCRETE SUSBTRATE THREE (3) MIN. 3/4" LEG LENGTH X 1/4" WIDTH N CROWN STAPLES IN A TRIANGULAR PATTERN o 24" ON CENTER FOR WOOD SUBTRATE. N m SEE PATTERN DEFINITION BELOW. W LL U o F W o H a z d 10 O o j O SOFFIT F-CHANNEL 0.08" (VINYL) OR 0.125" (ALUMINUM) THERMAL EXPANSION GAP 3/8" MAX. BETWEEN STAPLES I 3/811 BETWEEN STAPLES Robert J. Am l-W P.E. Florida P.E. N.. 49752 WALL SIDE — STAPLE DETAIL WOOD SUSBTRATE 2X WOOD FRAMING WITH 7/16" MINIMUM PLYWOOD/OSB SHEATHING MIN. 3/8" HEAD DIA. NAIL WITH 1-1/4" EMBEDMENT N 24" ON CENTER FOR WOOD SUBTRATE o OR m MIN. 0.097" DIAMETER T-NAIL OR STUB NAIL WITH 5/8" ENGAGEMENT F F 24" ON CENTER FOR CONCRETE/MASONRY w 0 o w d d o w SOFFIT o ° FJ o Cn QZFW W _ V V LLJ Q F QZ Jo O Z m K C) FCHANNEL O 0.08" (VINYL) OR o z aLLw 0.125" (ALUMINUM) " THERMAL% p EXPANSION w ° F GAP WALL SIDE - NAIL DETAIL WOOD OR MASONRY/CONCRETE SUBBTRATE 2X WOOD FRAMING WITH 7/16" MIN. PLYWOOD/OSB SHEATHING OR CONCRETE/MASONRY SUBSTRATE Robodl A—l—, P.E. Florida P.E. No. 49752 A c''' A BOARD FASCIA TRIM G LENGTH X 3/8" WIDTH SOWN STAPLE LOCATED IN EACH T PANEL VALLEY ONG X 0.072" DIA. TRIM NAIL STAINLESS STEEL 48" ON CENTER SAVE/FASCIA SIDE DETAIL WOOD OR MASONRY/CONCRETE SUSBTRATE QJ QoQ Z W Q ~ LL K o o z K ZJ > nQ 3 U K Z¢ m y rQQ o u mho Y U > LLBQW U J m b Robert J. Amorusa, P.E. Florida P.E. No. 49752 Revision Response to Comments >: JUN 0 7 2017 Permit # ' d g 1 Submittal Date Project Address: Z)s `f-S Contact• (2, I — Ph: (D 4 . ` / c)' C Fax: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building Building & Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov General description of revision: ROUTING INFORMATION Approvals G-9-/7 i BOUNDARY SURVEY " REAL PROPERTY DESCRIPTION" LOT 25, BLOCK 25, DREAMWOLD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 90, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. Z5 45 ct c A,vvo t wkvE NORTHWEST CORNER BLOK 25F-_j RECC 1 /2" REBAR NSI OolpOIO LOT 26 o BLOCK 25 IZ REC. 1 /2i' REBAR P B. 3 DREAMWOLD REC.90REC. 1 /2" REBAR NSI, L 4402 30.0' N89'47'34"E 130.001 ry- 0 0 0 50.97' 30 a 0 49.50 ou —GD— qZIPID 0 IOQ a AssuME ELEV. O n 1— STORY CONCRETE LOT 25 BLOCK 25 I Z. O o 100.00 W CONC. WALK 0 BLOCK RESIDENCE 00 w DREAMWOLD I w I LOT 11 0 u Q O 0 o P.B. 3, PG. 90 1 a w BLOCK 25 DREAMWOLD 7.50 1 l3 P.B. 3, PG. 90 J o FF ELEV. = 101.42CONC. DRIVE "? N I F I o O10 v LLI CONC. PATIO J U 28.02' d 4 0 p I WATER I n METERS DO l z o 30.0' 1k If N89'47 WE 130.00 REC. 1 /2" REBAR NSI LOT 24 REC. 1/2" REBAR NSI BLOCK 25 0.66' N. DREAMWOLD 0.19' W. P.B. 3, PG. 90 I A B B R E V I A T 1 0 N L E G E N D P.R.M. - PERMANENT REFERENCE MONUMENT C.M. CONCRETE MONUMENT EL ELEVATION CONC. CONCRETE W.M. WATER METER P.O.C. - POINT OF COMMENCEMENT P.B. PLAT BOOK A/C AIR CONDITIONER C.L.F. CHAIN UNK FENCE F.H. FIRE HYDRANT P.C. - POINT OF CURVATURE Pg. PAGE TIP. TYPICAL W.F. WOOD FENCE N & D - NAIL AND DISC P.R.C. - POINT OF REVERSE CURVATURE N.R. NON -RADIAL U.E. UTILITY EASEMENT C & G CURB & GUTTER B.M. BENCH MARK P.C.C. - POINT OF COMPOUND CURVATURE RAD. RADIAL D.E. DRAINAGE EASEMENT CAN CABLE TELEVISION RISER PVMT. PAVEMENT P.T. - POINT OF TANGENCY R. - RADIUS F.F. FINISHED FLOOR TELE TELEPHONE RISER - F.B. FIELD BOOK P.1. - POINT OF INTERSECTION L. ARC LENGTH B.S. BUILDING SETBACK TRANS TRANSFORMER PAD M.H. MANHOLE P.C.P. - PERMANENT CONTROL POINT DELTA C.B.S. CONCRETE BLOCK STRUCTURE L.P. LIGHT POLE A) ACTUAL P.O.L - POINT ON UNE R.P. RADIUS POINT P PLAT P.P. POWER POLE NSI NO SURVEYOR C.B. - CHORD BEARING R/W RIGHT-OF-WAY M MEASURED N.G. NATURAL GROUND IDENTIFICATION T.B. - TANGENT BEARING CENTER LINE C CALCULATED SO. FT. SQUARE FEET FND FOUND REC RECOVERED SURVEYORS NOTES 1. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THE "REAL PROPERTY DESCRIPTION" SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 3. NO UNDERGROUND IMPROVEMENTS OR VISIBLE INSTALLATIONS HAVE BEEN LOCATED OTHER THAN SHOWN. 4. BEARINGS ARE BASED ON THE CENTERUNE OF EL CAPITAN DRIVE STREET ASSUMED AS BEING N. 00'00'00" W. PER PLAT. 5. HAVING CONSULTED THE NATIONAL FLOOD I,gNSURANCE PROGRAM FIRM, I HAVE DETERMINED THAT THE SUBJECT PROPERTY LIES IN ZONE "X", NOT A SPECIAL FLOOD AREA PER FIRM PANEL # 12117CO070 F, DATED 9/28/2007, SEMINOLE COUNTY, FLORIDA. CLIENT: CHARLIE B. JONES JOB NUMBER 17-52 CADD DWG. FILE: 17-52 COMMENTS FIELD DATE OFFICE DATE PLOT PLAN NA S.R.B. 3/30/30 BOUNDARY SURVEY B.W. 4120117 S.R.B. 4125117 FOUNDATION SURVEY B.W. 7113/17 S.R.B. 7117117 FINAL SURVEY B.W. 2/6/18 S.R.B. 2/7/18 CERTIFIED TO: ROBIN HICKMON CHARLIE B. JONES SURVEYOR'S CERTIFICATE. THIS IS TO CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. SCOTT BECHIR, P.S.M. PROFESSIONAL SURVEYOR &.MAPPER FLORIDA REGISTRATION NUMBER 5807 SCOTT'S SURVEYING SERVICES, INC. 496 LB # 7442 8 S. HWY. 17-92, SUITE 8-A DEBARY, FLORIDA PH. (386) 668-7332 FAX 668-7337 REQUEST FOR PRE -POWER COMMERCIAL PROPERTIES Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date:( — mK Project Name: Building Permit #: L T X F J Project Address: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. The facility will not be occupied until a certificate of occupancy has been issued. 2. 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 fee:.. 3. 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. 4. 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. 5. If provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO Print Name of Gen. Contractor Print Name of El. Contractor Signature of Gen. Contractor Signature of El. Contractor Gen. Contractor License # El. Contractor License # Progress Energy ,glorida Power and Light on % J //'0/ d Rev. 02.10.15)