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Home My WebLink About909 Cypress Ave1 BUILDING DIVISION 7lgg1 DEC 0 5 2018 PERMIT APPLICATION Ay.:- Application No: Documented Construction Value: $ I!EQ 1 a. job Address: Historic District: Yes P No [D Parcel ID: Residential Commercial Type of Work: New [A Addition Alteration Repair Demo Change of Use Move Description of Work: U_ l 1(Al Plan Review Contact Person: Phone: T Fax: Title:- l I t L2A Email;, I i Ll -Z a' 60M Property Owner Information Name 1-1Le-(a K>`z_>D2 Phone • /* 7 ,2— 21 6aopoj5Z S' '' Street: ?(-t .Residentofproperty? City, State Zip: ,,2 7? Contractor Information Name RI C Phone: Street: , ,SS Fax: ... _ City, State Zip: ' /¢ L 771 State License No.: Architect/Engineer Information Name: U D56 16 A) Street: C2'W- -5, 1176 i 77LK1z) )Js City, St, Zip: AX i 7-e1^ N b 71 • - FZ - Bonding Company: Address: Phone: Fax: _ E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR -PROPERTY. A NOTICEOF 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 heieby 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: 6u' Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe 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 `vill 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. Ze n Signature of Owner/Agent Date Signature of Contractor/Agent Date Pi O er/Agents N e^ Print Contractor/AgenesName Date Signature of Notary -State of Florida Date ANNETTE BLANDOSpµY P B(4 Notary Public State of Floridaft E- 4 Commission # GG 060623 r N9y r°' M Exo• s Ian 16, 20, A y onal Known to a or Contractor/Agent is Personally Known to Me or Type ofID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0 Electrical Mechanical Plumbing V Gas 14 Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg-.-. Min. Occupancy Load: Flood Zone: AZTtKffE of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ONO # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: r!TC, t Z-6.1 FIRE-, Fire Alarm Permit: Yes No WASTEWATER: BUILDING: SF 3-' Z/-•t5' J BUILDING DIVISION S Fs ilB!i DEC 20% PERMIT APPLICA ION05 i ::_- Applkafion No: Documented Construction Value: C'xss _ _ _ - -- . fob Address: - I3 storc District: Yes Parcel ID: Residential Commercial Te of Work: New A Addition Alteration Repair Demo Change of Use Move escription of Work: u.1 Z d Ian Review Contact Person: hone: r°2-. Fax: Title:. 1A n4 L24 Z Property Owner Information Zame v- (C"e f 6 ) L S Phone: ! `T( 2 treet: Resident of property? amity, State Zip: 1 , : 1,27? Contractor Information fame 1 f Phone: treet• "'SS s/ ity, State Zip: Fax: State License No.: Architect/Engineer Information Tame: l` L. cs'b.5' bl?:-FS 16 IV 5 FV U) CIS- Phone• treet: /L7•lz 1 %dam del . 02 , r ,G Fax: _ ity, St, Zip: 1 TC /u E-mail: tonding Company: Ldress: Mortgage Lender: _ _.__ _._......... __ __._......__ Address: VARNWG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING VICE FOR-MMOVEMENTS-TO YOUR -PROPERTY. A NOTICE -OF COMMENCEMENT -MUST BE RECORDED AND OSTED ON THE SOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT KITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT pplication is hereby made to obtain a permit to do the workand installations is indicated. I certify that no work or installation has commenced prior D 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 hat a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, tc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61, Edition (2017) Florida Building Code NOTICE- Inaddition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe 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 arthe time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge aridwill be cons dered the estimated construction value of theiob 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. Ze/ Signature of Owner/Agent Date Signature of Contractor/Agent Date i er/Agent's Name Print Contractor/AgenPs Name A Date Signature ofNotary -State of Florida Date ANNETTE BLAND O /C Notary Public -State of Florida Commission # GG 060623 P My onal y own to e or Contractor/Agent is Personally Known to Me or Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical 0 Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg-.-. Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinldex Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: f'S" WASTEWATER: ENGINEERING: FIRE: COMMENTS: BUILDING: PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Richard Sims Firm: Address: 909 Cypress Avenue City: Sanford State: FL Zip Code: 32771 Phone: 407.403.2534 Fax: Email: cityy2kCa hotmail.com Property Address: 909 Cypress Avenue Property Owner: Gloria Reddicks Parcel identification Number: 25-19-30-5AG-110E-006A Phone Number: 407.402.4795 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) IV' 405 OFFICIAL USE,O.NLY,,' _ Flood Zone: X Base Flood Elevation: N/A Datum: NSA FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: 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# 18-4686 Reviewed by: Michael Cash, CFM Date: December 6, 2018 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Landscaping in Right -of -Way Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or an construction of aq1PY evei driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other `a jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know what'sbeloW. size and location of the existing right-of-way and use shall be provided or application could //be delayed. Call before you dig. a1. Project Location/Address: Lv O4ee-S A-V 0- 7ti/9,Trtt , d . 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start DAa_te- rCCoLnpletion Date Emergency Repairs 4. Brief Description of Work. 1 J AAD S vyp ik"aAA_ This applicatio submitte Property qq Signature: O' `'` Pri t me: Address^ 07-- qb 04 ( r Phone: 3T Fax: Email: Ct4u rr 9t4m Date: - S- Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pernittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor' s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. Signature: Pre - pour Inspection by: above nt and by signing this application I agree to its terms. Date: / a J v —/ Q This permit shall be posted on the site during construction. Please call 407.688.6080 24 hours in advance to schedule a pre -pour inspection. Q Official U F4 ApplicationNo: 1 L — L -7 4 Fee: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Date: Date: 1 Z - (. - l rJ Date: Date: Date: 1 2 ` 6, ZO t/ Date: November 2015 ROW Use Ddveway.pdf SUBJECT TO SCHEDULE F, SECTION 3, (C) YOU ARE REQUIRED TO IMPROVE THE SURFACE IF YOU PARK IN THE SIDE OR FRONT YARD. MULCH, GRAVEL, CONCRETE, ASPHALT OR OTHER APPROVED MATERIAL IS REQUIRED. ACCESS TO THE PARKING AREA MUST BE VIA A PAVED APRON IN THE CITY RIGHT-OF-WAY (ROW). PROPERTY LINE YOU MAY PARK BOATS, TRAILERS AND OTHER VEHICLES WITHIN THE REAR YARD WITHOUT AN IMPROVED SURFACE SUCH AS MULCH. YOU HAVE TO ACCESS THE REAR YARD FROM YOUR REQUIRED PAVED DRIVEWAY OR FROM AN ADJACENT ALLEY. YOU MAY NOT ACCESS ACROSS THE CURB OR UNPAVED ROW. HOUSE NOTE: Q ALL VEHICLES MUST BE °- LEGALLY REGISTERED & HAVE A CURRENT TAG. I z NOTE: ANY NEW IMPERVIOUS SURFACE IS SUBJECT TO THE OPEN SPACE REQUIREMENTS FOR EACH ZONING CATEGORY AS DEFINED IN SCHEDULE C. THIS WOULD IMPACT THE AMOUNT OF CONCRETE OR ASPHALT PLACED MULCH: 3" MIN. MULCH ON WEED CONTROL FABRIC CONTAINED WITH LANDSCAPE TIMBERS OR PLASTIC EDGING. GRAVEL 3" MIN. GRAVEL ON WEED CONTROL FABRIC CONTAINED WITH LANDSCAPE TIMBERS OR, PLASTIC EDGING. GEO GRID: PRIOR TO CITY APPROVAL PLEASE PROVIDE THE CITY WITH DOCUMENTS SHOWING MATERIAL SPECS AND THE INSTALLATION REQUIREMENTS FROM THE MANUFACTURER FOR REVIEW. PAVER BLOCKS: CAN ONLY BE INSTALLED ON SAND OR OTHER PERVIOUS SURFACE. PRIOR TO CITY APPROVAL PLEASE PROVIDE THE CITY WITH DOCUMENTS SHOWING MATERIAL SPECS AND THE INSTALLATION REQUIREMENTS FROM THE MANUFACTURER FOR REVIEW. 1.0' SETBACK FOR PAVING MATERIALS MINIMUM 8'x20' THAT MAY BE IMPROVED FOR PARKING SPACE(S) STREET ROW t; - " - : ` : ;'' STREET RIGHT-OF-WAY YOU MAY OR MAY NOT HAVE A SIDEWALK NO PARKING IN THE RIGHT-OF-WAY ALL+WORK WITHIN THE CITY RIGHT-OF-WAY REQUIRES A PERMIT. PAVING WITHIN THE ROW MUST BE 6' THICK, 3000 PSI CONCRETE PE SCHEDULE N, FIGURES N-9 AND N-10. u NO PARKING IN THE RIGHT-OF-WAY STREET RIGHT-OF-WAY STREET RIGHT-OF-WAY NOTE: IF YOU PAVE YOUR PARKING WITH CONCRETE OR ASPHALT, YOU WILL NEED TO SETBACK A MINIMUM 1 FOOT FROM YOUR SIDE PROPERTY LINE. YOUR CONNECTION WITHIN THE RIGHT-OF-WAY WILL NEED TO BE 6 FEET FROM YOUR SIDE PROPERTY LINE TO GIVE ROOM FOR THE FLARE TO REMAIN IN FRONT OF YOUR PARCEL. RESIDENTIAL PARKING GUIDELINES 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 Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1.395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I 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. 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. Property Address:_ 9(r cyp kc. 1, , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the condKPis specified above. r, l Signature of Owner-B Form of Identification Must be Photo ID) Date o r,s- / ?-- 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 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 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 NUFA Parcel View: 25-19-3U-SACi-1 lUB-U06A Page 1 of 2 A'/A'A0Aak1d\JohAson,cra Property Record Card APERAy Parcel: 25-19-30-5AG-110E-006A scnntvaecaxvr SER Property Address: 909 CYPRESS AVE SANFORD, FL 32771-2661 Legal Description S 31 FT OF LOT 6 BLK 11 TR B TOWN OF SANFORD PB 1 PG 56 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 18,820 18,820 i 0 Schools 18 820 18 820 0 City Sanford 18 820 ( 18 820 0 I SJWM( Saint Johns Water Management) 18 820 1 18 820 0 I County Bonds 18 820 18 820 j $0 I i Sales Description Date Book Page Amount Qualified Vac/Imp QUIT CLAIM DEED i 3/1/1991 j 02285 1598 100 No Improved QUIT CLAIM DEED 5/1/1986 21735 12632 j 4,000 1 No 1 Improved Find Comparable Sales I Land j Method Frontage Depth Units Units Price I Land Value FRONT FOOT & DEPTH 31.00 124.00 1 0 190.00 5,478 Building Information Is Bed/Bath count incorrect? Click_ Here. Actual/ Effective i # Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages 1 j SINGLE 11930 FAMILY3 1 1 0720 800 1 720 { SIDING 3 GRADEiI $18, 421 46 052 Description Area 80. 00 http:// parceldetail.sepafl.org/ParcelDetailInfo.aspx?PID=2519305AG110B006A 12/5/2018 Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018136452 Book:9259 Page:287; (1 PAGES) RCD: 12/5/2018 12:14:00 PM REC FEE $10.00 1 THIS INSTRUMENT PREP REP 13Y: 1 i Name: C- (o f t 4 d[y N IU Address: 9n nLtS f NOTICE OF COMMENCEMENT State of Florida County of Seminole/ Permit Number: t 00v 419 Parcel ID Number: cx J• 't •D Q6' 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. CONTRACTOR. - Name: 1 aJuF ou/plev Address: Persons within the State as provided by Section 7 Name: whom notice or other documents may be served In addition to himself, Owner Designates of To receive a- copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS -UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTEDON 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 t 'the facts stated in it are true to e It of my know) nd be ' 5,. Owners Signatu Owners Printed Name Florida Statute 713.13(1)(g):'The owner must sign the notice of commencement and no one else maybe permitted to sign in his or her stead.' State of County Lin — The egoin i strum(e nt wass acknowledged before me this day of CP I>r 20 by P [ t` K S tV `6('t Q A -C10 S Who Is personally known to me Name of person making statement. O who has produced Identification type of identification produced: auin,y OL'RY P48l•• ANNETTE BLAND Notary Public - State of Florida a• ate; Commission # GG 060623 My Comm. Expires Jan 16, 2016 NotarySignature nnn• a RECORD COPYFOR R405-2017 , f DEC 0 5 2018 RESIDENTIAL ENERGY CONSERVATION CODE D0-C-UMEN-L4TJ_ON. CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: u/'This checklist A Form R405 report that documents that the Proposed Design complies with SectionC'54q- U/ R405.3 of the Florida Energy Code. This form shall include a summary pageindicatinghomeaddress, e-ratio and the pass or fail status along with summary areas the homeandtypesofcomponents, whether was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Y d VAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) ki A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) 12/4/2018 2:05:48 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method t;UlCOProjectName: REDDICK RESIDENCE Builder Name: L Street: 909 CYPRESS AVE. Permit Office: CITY OF SANFORD G PllivloCity, State, Zip: SANFORD , FL, 32771 Permit Number: Im Oo`'$o Owner: GLORIA REDDICK Jurisdiction: Design Location: FL, Orlando County: SEMINOLE (Florida Climate Zone 2) -Ify r 1. New construction or existing New (From Plans) 9. Wall Types (1408.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 1248.00 ft2 b. Frame - Wood, Adjacent R=13.0 160.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1679.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1679.00 ft2 6. Conditioned floor area above grade (ft2) 1679 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(161.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 8.8 a. U-Factor: Dbl, U=0.30 81.00 ft2 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.54 80.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 8.0 HSPF:9.70 SHGC: Area Weighted Average Overhang Depth: 1.619 ft. Area Weighted Average SHGC: 0.305 14. Hot water systems a. Electric Cap: 40 gallons8. Floor Types (1679.0 sqft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R=0.0 1679.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, CV, Pstat Glass/Floor Area: 0.096 Total Proposed Modified Loads: 66.34 PASSTotalBaselineLoads: 69.07 1 hereby certify that the plans and specifications covered by Review of the plans and STq? this calculation are in compliance with the Florida Energy specifications covered by this 019 1. Code. calculation indicates compliance the Florida Energy Code.0 A+ with PREPARED BY: ( Before construction is completed DATE: : tiT this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. 5 with the Florida Energy Cod COD WE tR 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 R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 4.84 ACH50 (R402.4.1.2). 12/4/2018 2:05 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: REDDICK RESIDENCE Bedrooms: 3 User Conditioned Area: 4646 GLORIA REDDICK Total Stories: 1 1 Worst Case: No Rotate Angle: 0 CITY OF SANFORD Cross Ventilation: Yes Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 909 CYPRESS AVE. SEMINOLE SANFORD , FL , 32771 CLIMATE Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Block1 1679 13432 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1679 13432 Yes 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 176 ft 0 1679 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 1769 ft2 280 ft2 Medium 0.96 No 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1679 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1679 ft2 0.11 Wood 12/4/2018 2:05 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 4 FORM'R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS nrnt Adjacent Cavity Width To Wall Type Space E=VitIP Ft In Ft Height In Area Sheathing Framing Solar R-Val Below 1 N Exterior Concrete Block - Int Insul Main 5 60 8 480.0 ft2 0 0.75 0 2 E Exterior Concrete Block - Int Insul Main 5 21 8 168.0 ft2 0 0.75 0 3 S Exterior Concrete Block - Int Insul Main 5 67 8 536.0 ft2 0 0.75 0 4 W Exterior Concrete Block - Int Insul Main 5 8 8 64.0 ft2 0 0.75 0 5 N Garage Frame - Wood Main 13 7 8 56.0 ft2 0.23 0.75 0 6 W Garage Frame - Wood Main 13 13 8 104.0 ft2 0.23 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 7 21 ft2 2 N Wood Main None 46 2 8 7 18.7 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Double (Tinted) Yes 0.3 0.32 N 9.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 2 N 1 Vinyl Double (Tinted) Yes 0.3 0.32 N 45.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 3 N 1 Vinyl Double (Tinted) Yes 0.3 0.32 N 6.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 4 E 2 Metal Double (Tinted) Yes 0.54 0.29 N 40.0 ft2 1 ft 4 in 3 ft 0 in Drapes/blinds Exterior 5 5 S 3 Vinyl Double (Tinted) Yes 0.3 0.32 N 15.0 ft2 1 ft 4 in 1 ft0 in Drapes/blinds Exterior 5 6 S 3 Vinyl Double (Tinted) Yes 0.54 0.29 N 40.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 7 W 4 Vinyl Double (Tinted) Yes 0.3 0.32 N 6.0 ft2 9 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 312 ft2 312 ft2 51 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000246 1082.7 59.44 111.78 .1781 4.8363 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9.7 8 kBtu/hr 1 sys#1 12/ 4/2018 2:05 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 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 Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- V Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 8.8 ft2 Attic 5.95 ft2 Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin ]Jan Feb Heating X] Jan Feb Mar Mar Apr Apr May [X] Jun Jul May [ ] Jun Jul AufAug Sep [ ] Xj Se [ ] Oct Oct NovDec X] Nov X Dec Ventin [ j Jan Feb Mar X] A r [ Ma [ ]Jun [ Jul Au Se [X] Oct X] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 80.5 80.5 80.5 80.5 PM 80.5 80.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 Cooling (WEH) AM 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 PM 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 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 MASS Mass Type Area Thickness Furniture Fraction Space Default 8 Ibs/sq.ft. 0 ft2 0 ft 0.3 Main Name: Signature: Rating Compant: Date: 12/4/2018 2:05 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 4 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Attic/Attic 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 36.0 a) Split system SEER 14.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 1679 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.419 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.305 14. Heating system: Capacity 8.0 c) Area 7c. 161.0 a) Split system heat pump HSPF 9.7 b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.92 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 5.0 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10131. 13.0 2. Masonry (Insulation R-value) 10132. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans Yes a) Under attic 11 a. 30.0 b) Cross ventilation Yes b) Single assembly 11 b. c) Whole house fan No c) Knee walls/skylight walls 11 c. d) Multizone cooling credit d) Radiant barrier installed 11 d. No e) Multizone heating credit f) Programmable thermostat Yes Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, 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: 909 CYPRESS AVE. City/FL Zip: SANFORD, FL 32771 12/4/2018 2:05:55 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 909 CYPRESS AVE. Permit Number: SANFORD , FL, 32771 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal enveloW 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. El with Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time 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. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air 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 L/s/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. 12/4/2018 2:06 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (1 YC) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. El shall Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 12/4/2018 2:06 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with 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. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system flan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUIV CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 12/4/2018 2:06 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 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. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -Fred heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 12/4/2018 2:06 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryl)he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. 692101Is] I:Zfill I ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low - voltage lighting. R404.1. 1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 12/4/ 2018 2:06 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: REDDICK RESIDENCE Builder Name: Street: 909 CYPRESS AVE. Permit Office: CITY OF SANFORD City, State, Zip: SANFORD , FL, 32771 Permit Number: Y U Owner: GLORIA REDDICK Jurisdiction: w Design Location: FL, Orlando U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 J Knee walls shall be sealed. per inch minimum. v Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind ip'pina and wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall L/ on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. tI Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings, a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 12/4/2018 2:06 PM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: I Permit #: Builder: Community: Lot: NA Address: 909 CYPRESS AVE. City: SANFORD State: FL Zip: 32771 x 60 = 13432 = CFM(50) Building Volume ACH(50) 1-1 PASS When ACH(50) is less than 3, Mechanical Ventilation installation must be verified by building department. Method for calculating building volume: O Retrieved from architectural plans Code software calculated O Field measured and calculated R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals) Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to thecode 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, back draft 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. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Printed Name of Tester: License/Certification #: Date of Test: Issuing Authority: 12/4/2018 2:06:04 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Residential System Sizing Calculation Summary GLORIA REDDICK Project Title: 909 CYPRESS AVE. REDDICK RESIDENCE SANFORD, FL 32771 12/4/2018 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 19515 Btuh Total cooling load calculation 12547 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity of calc Btuh Total (Electric Heat Pump) 41.0 8000 Sensible (SHR = 0.75) 279.8 27000 Heat Pump + Auxiliary(O.OkW) 41.0 8000 Latent 310.7 9000 Total Electric Heat Pump) 286.9 36000 WINTER CALCULATIONS Winter Heating Load (for 1679 soft) Load component Load Window total 161 sqft 2295 Btuh Wall total 1207 sqft 5195 Btuh Door total 40 sqft 620 Btuh Ceiling total 1679 sqft 1818 Btuh Floor total 1679 sqft 7061 Btuh Infiltration 64 cfm 2377 Btuh Duct loss 149 Btuh Subtotal 19515 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 19515 Btuh Floors(:._.., SUMMER CALCULATIONS Rummar Cnnlinn I n;;d (fnr 1679 snft) Load component Load Window total 161 sqft 2089 Btuh Wall total 1207 sqft 2189 Btuh Door total 40 sqft 529 Btuh Ceiling total 1679 sqft 2299 Btuh Floor total 0 Btuh Infiltration 48 cfm 944 Btuh Internal gain 1430 Btuh Duct gain 169 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 9650 Btuh Latent gain(ducts) 70 Btuh Latent gain(infiltration) 1426 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 1400 Btuh Total latent gain 2897 Btuh TOTAL HEAT GAIN 12547 Btuh MB&1181.1 Geilings(18MS) Walls(17.4%) I Q oors 2'Sb 10. v-1kv Ceilings(9:345} Windo• is(11.5%) Ducts (0.6%) Inril (12.2%) Doors(3T.6} act,k1;95 EnergyGauge® System g PREPARED BY: DATE: IJ EnergyGauge® / USRCZB v6.0 h indows41r6: %1, Latent int(19.2%) I LEGAL DESCRIPTION: THE SOUTH 31 FEET OF LOT 6, BLOCK 11, TIER B, E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGES 56, 64, 112, 113, 115, 116, AND 117, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. Okay to construct Single Family house 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 required front yard. Parcel of Record standards applies (Variance). FIND NAIL 1& DISK@C 1INTERSECTION P. i h tip' a s 41.26' — C) Zr11p D mAxrt nml 0 Oz 41.26 ss 2T,)s ry N , •y6, I A a FND 4"X4" CON. MONUMENT NO NUMBER @ CL INTERSECTION D I N Z O I h 2 ND 1"'' IRON PIPE r Mn,R ar fAiT D - ) 5 mlar ulrxa m rmas vla 0 O s ae I o 90 I r Ix sam w mae smr IA[ FND 112" IRONS f #1 ROD&CAP 1 NO NUMBER 4 4 Illl LOTS, BLOCK 11, TIER B — 124.00' REMAINDER OF LOT 6 BLOCK t 1, TIER B NOT -INCLUDED) 4'31" 24-0 ' P 124.05'1 MtTwL ar 1fkI1 0'25"W ti LOT 7 BLOCK 11. TIER B THIS SITE PLAN IS NOT A SURVEY THIS SHEET IS FOR HOUSE PLACEMENT ONLY KLP SDS IS NOT RESPONSIBLE FOR ANY CIVIL INFORMATION OR SETBACK REQUIREMENTS CONTRACTOR TO VERIFY ALL SITE INFORMATION WITH OTHERS PRIOR TO CONSTRUCTION p is- is 24.00'(P) -123.9T(M) scale: 1" = 20' m FIND NAIL Q 3 n N w CS m 0Ci m •V,I?- W 3 \9>• - ITl FND NAIL 0 AVE4441, gi i No 40040 3 STATE OF ;BUJ10 mP 95 OE9(N 4RNQS a S wan AUX WE 1M M.NTLANO, 1 12111 Phma (/07) 9A7-7A59 81N: iKP'a700YA0.00Y ti U 1) M n J 0 U) LL W w Of Q } U O0 O C)Q c u, CEG Eduardo Avellaneda 2480 E. Michigan Stre Orlando, Florida 3280 Registration # 40040 COA #27213 JOB NO. REVISIONS P9085 DRAWN BY: TS DATE: 11/30/18 SCALE: AS SHOWN SITE PLAN S F AszBUllt LEGAL DESCRIPTION: SOUTH 31 FEET OF LOT 6, BLOCK 11, TIER B, E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, SurveyTHE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGES 56, 64, 112, 113, 115, 116, AND 117, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. END NAIL DISK @ q INTERSECTION LOT 5, BLOCK 11, TIER B od I — — — — I 124.00' — — I U I REMAINDER OF LOT 6 I O, ug Oz BLOCK 11, TIER B Ib NOT -INCLUDED) of 1 y O D ti my ma' s s 5y b O 2 ry0^ 0 0 y T ', I 24.02IEND do8904'31" P 4')A nF'(M) RONIPIPEm ND NAIL z D E CW ro VACANT LOT 0 F 96, w- N-+ OCDr6p`i• O jm 19D-i CD mm O J D I B Op go 6 SOUTH 31'OF LOT 6 BLOCK 11, TIER B I D C m O CnvC 41.26 1/2" IRON ROD & CAP S89° 50'25"W 124.00'(P) 123.97'(M) 9 END NAIL N s9 i `L I NO NUMBER LOT 7 BLOCK 11, TIER BI''.. A A,I 2B B i FND 4"X4" CONC MONUMENT NO NUMBER @ CL INTERSECTION F\ TOPOGRAPHIC ELEVATIONS Site Benchmark Information- 1 Found 1/2" Iron Rod Elevation: 2803 II I S 2 I 1 Found 1" Iron Pipe Elevation: 27_60 LSD C- 1-,Z Z_Z BenchmarkInformation- ADDRESS o Seminole County (GPS Observed) z Elevations are based upon NAVD 88 Datum) 909 CYPRESS AVENUE SANFORD, FLORIDA 327-11 r= 30' GRAPHIC SCALE LEGAL DESCRIPTION: (AS FURNISHED) o 15 30 SEE ABOVE FOR FULL LEGAL. BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF SUBJECT PROPERTY, BEING N 00°00'00" W, ASSUMED U CIF 1110Sc 18Lc cNCR S:'..ACHME:NI NONE V1SI-L'' DLS #: 18- 11-0100 LEGEND FLOOD ZONE INFORMATION CLIENT #: N/ A FOR INFORMATIONAL PURPOSES ONLY) FIELD DATE: 11/26/2018 DRAFTER: CMF A/C -Air Conditioner C - Calculated P -Plat PB - Plat Book SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN APPROVED: BHH fi Centerline CB - Concrete Block CM - Concrete Monument CONC - Concrete PC Point of Curvature PI - Point of Intersection POB - Point of Beginning POC - Point of Commencement FLOOD ZONE X, AREA OUTSIDE OF THE 100 YEAR FLOODPLAIN, PER F. I.R.M. PANEL NUMBER 12117C 0070F LAST REVISION DATE D9/2812007 CERTIFIED TO: ( AS FURNISHED) GLORY REDDICKS CON - Covered PP - Power Pole D - Description PRC - Point of Reverse Curvature SURVEYOR'S CERTIFICATE DEDrainage EasementPRMPermanentReferenceDUE - Drainage & Utility Esmt DAN Driveway R Radius Monument RAD - Radial I HEREBY CERTIFY THAT THIS SKETCH OF SURVEY WAS MADE UNDER MY NOTES ESMT -Easement R& C - Rebar & Cap RESPONSIBLE CHARGE AND TO THE BEST OF MY KNOWLEDGE AND BELIEF SAID 1. Abuting properties have not been researched for gaps, overlaps. andror FEE - Finished Floor Elevation RFD -Roofed SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA slaws 2. In compliance tomF.A.C. 61G17-6.0o311-E,nlocatbn of easements or END Found IP -Iron Pipe UE - Utility Easement BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17 FLORIDA rightsbt-way of record, other man those on recorded plats, Is required, this L - Length (Arc) WM - Water Meter ADMINISTRATIVE CODE. FURTHER, THIS DOCUMENT IS ELECTRONICALLY SIGNED AND intom,ation—be forpished tome surveyorand mapper M - Measured p - Delta ( Central Angle) SEALED PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES AND CHAPTER I3. Fence ownership Is not determined N rvp underground improvementsorsw<wres were located by mis survey. N&D - Nail & Disk o_ - Wood/PVC Fence 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE. unless otherwise noted 5 This survey should not be used for construction purposes 6 nnyseptctankordabfieldl...time(ubund) areapnroxmate NR -Non-Radial CHU - Overhead Utility Line ORB - OfficialRecordsBook o- -Chain Link Fence DATE OF FIELD WORK: 11/26i20 8 7. Properly lines and or improvements shown were physically located byneldsurvey DATE SIGNED: 11 / 281201 8 (r f 8. Monuments fountl or setare ow shn Calculated Imes and inrest —n are noted by (C) tl i= 9 Compulatans of Ilnes and or data not found are shown as (C) 10 Accurac es obtained I, th s survey all. greater man (roan 1 n 5eo0', SURVEYOR'S NAME: BILL H. HYATT LS4656 suburban) 1' 1,7500% (commerda0rIn10,000 DEAL LAND SURVEYING, LLC LB 8121 11. Prior to survey, informationobtainedwaslegaldescriptionprovidedbycnenlorfrompubliclypublished county is. wllector site, recordetl plans and/or section comer recortls, ff appncaMe 12. If only a digital survey copy is required, a survey report win be placed in file. The dignalsurveyisnot fall and complete without the survey report me. FOR ALL INQUIRIES CONTACT: NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE Deal Land Surveying, LLC 904 S French Avenue Sanford, FL 32771 AND AUTHENTICATED ELECTRONIC SEAT_ THIS suRvev IS PREPARED FOR THE ExCwslvE USE AND BENEFIT OF THE PARTIES LISTED HEREON. DATE REVISION DATE REVISION DATE REVISION 11/26/18 Topo Upda( e LIABILITY TO THIRD PARTIES MAYNOTBE407-878.3796 INFO@deallandsurveying.com TRANSFERRED OR ASSIGNED. l 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 6 truss drawings RECORD COPY Job Identification Builder Location County Building Code: FBC2017n"P12002 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 170159B REDDICKS TBD 909 CYPRESS BfF ,AV'-- SEMINOLE CUMTY With my embossed seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rules61 G15-31.003 and 61G15-23.002(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/W"T'CA 4 Section 2-4 Truss ID's Al A2 A3 A4 A5 A6 0111u1u111i p0, AVE JP.• GENS. •i/ i No 40040 STATE OF EDUARDO AVELLANEDA, P.E. REGISTRATION # 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 lue Set: 13B (Effective 611/2013) p chord 2x4 SP 92 t chord 2x4 SP #2 Webs 2x4 SP #3 mber value set "136" uses design values approved 1/30/2013 by ALSC atom chord checked for 10.00 psf non -concurrent live load. 4X6 6'0" All plates are 2X4 except as noted, 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT Il, EXP C wind TC DL=4.2 psf, wind BC DL=5,0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS S14015ENC100815 & GBLLETIN1014 for gable wind bracing requirements. Deflection meets U240 live and U240 total load. Creep increase factor for dead load is 1.50, 12 5 p Ct+! m2X4(At s2X4(A1) 8r0,. t 1W'—'i 1,4,E --1 R=91pif U=100plf RL=8/-Bplf W=9'8" Rigid Surface) EFT RAKE = VY14 RIGHT RAKE = 1'514 SEQ = 664665 LT. TYP: WAVE DESIGN CRIT-FBC2017RESRPI-2007FT/RT-20x(Axy1A(0( QTY= 1 TOTAL= 1 REV, 16.01.01D.0710.13 SCALE=0.5000 aWARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRA NGI J111111111 TC LL 20.OpSf REF DUARDO AVELLANED IMPORTANT*' arr—FURN aeH hHdling, Nn. CONTRACTORS OO• gyEt ' DATE 01-24-2019 E # 40040 TNaaee In hIppM G60 LL00andfoAoWtlelabttedisonafBCSI( BuibnOComponenlSoleylnfomatlon.byTPlandwiCA)bratlay CENS b them functiana, Inblbra ehatl provide bmporary 6radn0 per BO61. t' ., F O TC DL 7.Opsf pmctbee prior parformlrq UNo. nobd other ., by chord sheA have property ed-had.Inrd—I ahmthin9 and botbm chord Q No 40040 9 10.Opsf 180E. MICHIGAN ST. ehaA haveapmpety.nch.dd0deeiGnp.IpaAana.h. rarpamanantlabralrae.lntpf ebe btedng Installed SCSI mebon 83.07 or 810, a applicable. Apply pbbtb each feu t BC DL DRWG RLANDO, FL. ehaA have per fwm. ndpaehlen.e.ho eb—andmlhe,lointDetaft.-I.a.mtadWhe de.. Refarbdm, nPa160A-ifer,mndaMpi.. ads-. 2 BC ILL O.Opsf TKP rrw ewlan9 eompanenb Groep Ina ehaA not be te:panelblefor any devitden I'm we drawing. a yfalluebbaldV, efrominunfetmancehitltANSIRPII,arlorhandling,chippina,1-tanadon sbnanoafm,aaa1) a C STATE OF --" W. ` TOT.LD. 37.Opsf OlALEN. AmalonlhbdravMyoroevar PeAe Asdng tNed—Ang, lndlabs eeeafrt—erPnf-1-1 tnglneadng rmpondWAy mltly for Ne design ahoy The wlbblAty and uss of thb dravAnp 0.tv i T'. All Qp; `r`, O Rt ('j DUR.FAC. 1.25 JOB #: 170159E form slwoNnlsthomo sb1A nIMeOundlrgOnl na rANSMI16ml y iFSisi18NA1 ?,, SPACING 24.0" TYPE GABL I1WdCG:xwviForIMUcO.mnmorPl:ow.wr.,pintt.org:WTCA:—bandustrymm: CC:-ei—fo.org I f U I:J00) Y\L. le Set: 13B (Effective 611/2013) chord 2x4 SP #2 chord 2x4 SP #2 Nebs 2x4 SP #3 Tber value set "13B" uses design values approved 1/30/2013 by ALSC 6.0" 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U240 live and U240 total load. Creep increase factor for dead load is 1.50. 0" 1 m4X6 12 5 p N Vf7 2X4(A1 m2X4(A1) 1112X4 R=440# U=56# RL=75/-75# W=6" Rigid Surface) V4" R=440# U=56# W=8" Rigid Surface) FT RAKE = 1'514 RIGHT RAKE = 1'5"14 SEQ = 664662 QTY= 4 TOTAL= 4 REV. 16.01.01 D.0710.13 SCALE=0.5000 TYP.-WAVE DESIGN CRIT=FBC2017RESrrP1-2007FT/RT=20%(0%v70(a) T. WA) UARDOAVELLANED CONTBARCTt,RSIINCLRDINOBTHEINSTALLERB, 4i TCLL 20.Opsf REFOIIMPORTANT!FUURNISHTHSDRaAWNOTOALLdWALL DATE Ot-24 2019_ 40040 folow tholatastadidonofSCSI (ByddingComponent SafetyInformation. byTPland wrCA)foraatay SCal. p AVEZ F••••• Q TC DL 7. Opsf 80 E. MiCHIGAN ST. practices prior to performing these functions. Installers she$ provide temporary bmclnp per deaa oed.mewe.. up.wrd Nal hawepap.4y atlached awcual eheamingand bobam sherd lase$.naarownmrpam,.n. mmteralraao-euttafwaba UQ• No 40040 . 9 S BC DL 1 O.OpSf DRWG an.nnaw..PraPedyameedgmaaidng. shell have bradng insulted per SCSI socbone B3. B7 or 810. as.pplitabie. Apply platys to each face TKP ZLANDO, FL. o(w ndpeaitbnaschownebov. andontheJolntD•tails,unlessnotedam.r , Referud—Argstel) Z for standard plat, posiliere. for tlepai from IN, tlnvAnp, BC LL O. Opsf O/A LEN. Ilw Buildup Components G—P Inc. shad not be respontlble any a vrgaraabaiuln*tree. InaanfarmanaewlmANSlfrnll.ermrwndm ppmi;,Installation 90 STATE OF ` TOT.LD. 37.Opsf breGnp of trusses, A seal on this allowing or.owr Page Using IN. drawing, tndUlas so.spttme, of Profsselond andfthisdrswip ngMeenrp"apanabl$ ywl.ly/orthadargn.hown. Th.wltabluywao i Q'• \2` FS O R tC?` DUR.FAC. 1.25 JOB #: 170159E for MystruoW.lathen p. MWbl$tyoftheBulldingDnlpaarpar ANSVTPI18m.2• I S • C QNA-\ SPACING 24 TYPE COMN Far more Mfonnad.n seemi.)ob's general- We pap. and the. web ails.: I, IN+BCG:www.ity/-ilmm; TPC www.lpinst.q;; wrCA: www.abandustry.com; ICC: ww 1—fe.or0 non$$ 0" lue Set: 13B (Effective 6/112013) p chord 2x4 SP #2 t chord 2x4 SP #2 Webs 2x4 SP #3 mber value set "13B" uses design values approved 1/30/2013 by ALSC 10'6" 21' R=869# U=104# RL=131/-131# W=B" Rigid Surface) EFT RAKE = 1'5"14 LT. TYP: WAVE DESIGN CRIT=FSC2017RESrrPI.2007 FTlRT=20%(D%V1D(0) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U240 live and U240 total load, Creep increase factor for dead load is 1.50. 10'6" -' QTY= 8 TOTAL= 8 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINC DUARDO AVELLANED IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING' E # 40040 Tmaaes repuira saVeme can In fabrlcadn0, hadimy.'hipping. Installing and bracing. Rarer leand folow the latest edition of SCSI(Dulding Component Safety information, by TPl and WTCA) for safety New Nncl,a 1-taffare bracing SCSI. pmedcaepriorperforming . ahal provide temporary per unless noted otherwise, top chord ihati have properly attached sbuetural sheathing and bottom chard Tn r7T 1.80 E. MICHIGAN S'l. than have aproperlylWchodrigldceifing. Locationsanawn for perm—mlataral nabmntolweba slug have bracing per perSCSI''.lions B3, 87 or B10, as applicable. Apply plates W each face RLANDO) FL. eferl ad poabenaea faraWn a(andte thefient. blis unless noted ohs wsa. Referndnw0go1ponenforsudartlphatbera. notITWke, Wg Components Group Inc. that not tea responsible for any deg. shi from this dnticm yfalWretobuildthe !ruse h conformance with ANSIRPI 1. or for hsdiing. shipping. (nctegatlan S bracing of busses. A sad on thls d—Mg oreover page Bating INS dnwtng, Mdoabs amaplanee o1 pnfanlond Milt ring nsponablBty, solely for the daagn shown The sWlabmy and use of IN. dnwlrtp for any structure fe the nsponslbli ty of the euildlmg Dsslgner par ANSVTPI 1 aea2. For more infmmabon see dtis )ob's general -we page and these vrob area: r, MCG: _itwbcg.00m; TPI: www.tpinatmg: WTCA: vnnv pbcidustry.obm; ]CC: w Iccosefe.org R= 869# U=104# W=8" Rigid Surface) RIGHT RAKE = 1'5"14 SEQ = 664669 REV. 16.01.01 D.0710.13 SCALE=0.2500 INSTALLERS. D EVE4`rrr"' TC LL 20.Opsf sF ... o., TC DL 7.Opsf No 40040 '.7 BC DL 10.Opsf BC LL O.Opsf 13% STATE OF :: TOT,LD. 37.Opsf DUR. FAC. 1.25 N2, ssiti;; I1\ 10 SPACING 24.0" REF DATE 01-24-2019 DRWG O/ A LEN. JOB* 170159B TYPE COMN ue Set: 13B (Effective 6/1/2013) chord 2x4 SP #2 chord 2x4 SP #2 Webs 2x4 SP #3 nber value set "136" uses design values approved 113012013 by ALSC 10'6` 21' R=8699 U=104# RL=131/-131# W=8" Rigid Surface) EFT RAKE = 1'5"14 LT. TYP.-WAVE DESIGN CRIT-FBC2017RESITPI.2007 FTIRT-20%(0%Yl0(0) DUARDO AVELLAN. E # 40040 180 E. MICHIGAN ST RLANDO, FL. Trusses to 1 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and U240 total load. Creep increase factor for dead load is 1.50. R=8690 U=104# W=8" Rigid Surface) RIGHT RAKE = 1'5"14 SEQ = 664669 QTY= to TOTAL= 10 REV. 16.01,01 D.0710.13 SCALE=0.2500 DNG TTHE INSTALLERS, `% tr0l to AVS/ i.. TC LL 20.Opsf REF hall have . properly Beached rigid c.il1w. Locations shown for p.—.nl lateral mstraud.f "be shall haw brzdno Installed per SCSI sections 03. e7 or B10, as applicable. Apply plates to each face f truss and position as Mown oboes and on the Joint Details, unless noted od arms,. Rarer to drawirga 700A-Z or standard plate poeiii, I ITW Building Components Group Inc, shall not be r-ponsible for any deviation from this drawing, my fall.,. to build the buss in anfermana with ANSIRPI 1, or for handling, shipping, Inslall.ban bracing of trusses. A u 1 on this do Mg or cow, page gating the drawing, indicates acceptance of prof ..tonal nglnasdng m.ponYblOy solely for dts dsslgn shown. Thswltabl9D'.ndussofthladrayAng for any structure I. the responalbility of the Building Dalg er par ANSVfPI 1 eeo.2. For nwre informaton we this job's general nets, page and 0,e se web sites: ITWBCG: w Itwbcg.com: TPI: w tdnst.org: MCA: vi locirduslry.com: [CC: v Iccsafe.org TC DL 7.Opsf No 40040 :9 % BC DL 10.Opsf BC LL O.Opsf 9 STATE OF TOT.LD. 37.Opsf 10• DUR. FAC. 1.25 s; O...... ` SPACING 24.0" DATE 01-24-2019 DRWG O/ A LEN. JOB #: 170159B TYPE COMN ue Set: 13B (Effective 6/1/2013) chord 2x4 SP #2 chord 2x4 SP #2 Webs 2x4 SP #3 nber value set "136" uses design values approved 1/30/2013 by ALSC 10'6" R=869# U=104# RL=131/-131# W=8" Rigid Surface) EFT RAKE = 1'5"14 T. TYP: WAVE DESIGN CRIT•FBC2017RES7TPI-2007 DUARDO AVELLAN' E # 40040 180 E. MICHIGAN ST RLANDO, FL. 21' 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT il, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U240 live and U240 total load. Creep increase factor for dead load Is 1.50. 10'6" -' QTY= 19 TOTAL= 19 WINGI DINO THE INSTALLERS. True ua r.gdr. a..- sae in bbrieadng. Nrding, ahipping. inatattin0 and b -ing. Rarer b and I.N..IM lab.t did.. of SCSI (Budding Component Safety Information, by TPI and WrCA) for safety proctlua pder m parlorMnp Nese NrwUona. InabO.l.Shag provide bmporary br.dng per SCSI, Unl.se noted othery u, by chord shag have properly aNdred sWctural ah WhIng and bottom chord aha0 haw a properly eNched d01d Selling. Iaatlona chexT for perman.M1l lalerol r.etralntof webs shaft hay. bradnO lwblbd par SCSI mcd.N &1, 07 or 070, as epptiable. ApdY Plaba b each lace f boas and po Wien a. ehovnt.bc- and on me Joint Details, unte" wild alh—Ala. Refer to drawings 160A-2 for standard plate poaitloN. TW Building Comp.nenm Group Inc. ahatl not be respowlble for any deviation from this dewing, my fall.. to build Me wu in conformance WIh ANSIrrPI 1, or for handling, shipping, Insbg.tbn L bracing of trusses. A... on gda dnWnp ormwrPega Ngng 1lJa dnWng,Indlub.aeaphrroa of profoaafon.l engineering raaponaibigp ul.ly far the dWMw gnan. The aulhMpty and ua. of thle dnWng for any atrWWM h the reepaWb@ty of the Buldlng Da.igmir par ANSVTFI 1 B...2. For mar. Information all W. ).We g.-,.l nob. page and these web Will: ITWBCG: _ ihb g.com; TPi: v tpimtmg; wrCA: www.abcindustry.mm; ICC: ww.1—f.,ero F't R=869# U=104# W=8" Rigid Surface) RIGHT RAKE = 1'5"14 SEQ = 664669 REV. 16. 01.01D.0710.13 SCALE=0.2500 l",,lig 11811" C ,A TC LL 20.Opsf oJPP CENSF' Y o TC DL 7.Opsf No 40040 : y % BC DL 10.0psf BC LL O.Opsf STATE OF : / TOT .LD. 37.0sf p ORDUR. FAC. 1.25 SPACING 24.0" REF DATE 01- 24- 2019 DRWG O/A LEN. JOB #: 170159B TYPE COMN lue Set: 13B (Effective 6/1/2013) p chord 2x4 SP #2 t chord 2x4 SP #2 Webs 2x4 SP #3 mber value set "13B" uses design values approved 1/30/2013 by ALSC ttom chord checked for 10.00 psf non -concurrent live load. 10 21 EFT RAKE = 1'5"14 LT. TYP: WAVE DESIGN CRIT-FBC2017RESRPI-2007 WAKNII DUAT? DO AVELLANED "IMPORTANT's All plates are 2X4 except as noted. 140 mph wind. 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL= 4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS S14015ENC100815 & GBLLETIN1014 for gable wind bracing requirements. Deflection meets U240 live and U240 total load. Creep increase factor for dead load is 1.50. 0 QTY= 1 TOTAL= 1 WIN01 DINO THE INSTALLERS, Tnnews require. -am. cars In fabricating, handling, shipping, installing and Wedn0. Refer to and E # 40040 foyow thelee. odi.onpf eCSllOu leap ComponentSafey Information. by TPl and WfCA)brufety praNas pdorb parlors+ring drew Nnctions. Installerc aheR pr00da temporary orating per SCSI. 180 E. MICHIGAN SI. unlaaanomeamav se.mppnamahaah.wpapadranam.dawon .lahaamingananpdpmdam shag have a pmpaily anach.d algid allin0. tnuVon. shown for permanent lateral restraint of wpbs shelf have bracing lnstanad per SCSI Section, 83. e7 at B10, as applicable. Apply plate. to Hach Ica I truss and poi.-n as shorn abow and on rh. Joint D.Wile, unless nobd oiharw - IRLANDO, FL. Reb to drn Anga igOA h-Zfor starMartl plow Positions. V ITeu0dingComPo... 0mup Inc. no eh.1tbe responsible for any d.A.d.n hthis drawing, any failure m lb the trva In anbrmanu with ANSItTPI 1, or for handling, shipping. installation bracing of trueeea. A...1 on thlsdr.wing or cow, page R.Rng IN. drawng. Indlats. a pbhu of probational nginudng htpenslbllly solely for the design .haws. Th. o,iteGRy end ua of I. drawing for any .buol— I. the rt.poroWRly of the SWlding D.slgnsr par Al 1 9eo.2. For mare Information ace this fob's general note. page and these wab Ill.: ITWBC': w.wi. l WLcg.mm; TPI:—1pinstorg; WtCA: wwN.abcindu.try.00m; ICC:—i—fe.org 1 R=83plf t1= 100plf RL=6/-6plf W=21' Rigid Surface) RIGHT RAKE = 1' 5"14 SEQ = 664672 REV. 16.01. 01 D.0710.13 SCALE=0.2500 p00 AVE<'<'R,,,, TC LL 20.Opsf TC DL 7. Opsf W: No 40040 y _ BC DL 10.0psf BC LL O. Opsf 1 . STATE OF : 0p Ps- TOT. LD. 37. OpSf l 0 R ` 90"QG DUR.FAC. 1.25 SPACING 24.0' REF DATE 01- 24- 2019 DRWG O/A LEN, JOB #: 170159B TYPE GABL V6/6 U fDL1 (-iQroSs xQv)- TRUSS LAYOUT N.TS CEG, Civil Engineering Group, Inc. LjW Eduardo Avellaneda LL( 2480 E. Michigan Street z Orlando, Florida 32806 Z Registration # 40040 w COA #27213 1JM II11" QO0 AVkF<< GEN G 019 P/// IIIIIII, LOADING CRITERIA TOP CHORD LIVE LOAD p.S.f. TOP CHORD DEAD LOAD p.S.f. BOTTOM CHORD LIVE LOAD p.S.f. BOTTOM CHORD DEAD LOAD p.S.f. TOTAL LOAD p.S.f. DURATION FACTOR WIND STANDARD WIND SPEED m.p.h. BUILDING EXPOSURE BUILDING TYPE NOTE S THE RESPDNSIS,LITY CF THE SOLOING DESIGNER DF EUECTTO FFTR ANAPPROPRIATE LONYIECTONF T TRUSSESSJPPOFTI;IG ST'+I:GTURE PER REACTIONS SHC55N CN TRUSS GLORIA REDDICKS 909 CYPRESS DR. SANFORD. FL 32771 JOB#-1701598 REDDICKS WARNING R EREGTIOH aNp9R PERV JRSRPCINGIS BE_ CF TY.E TRUSS DESIGNER, PLATE RIMS P*.UFAC—R, PERSONS ERECTING HONED TO SEER TiOTE5510NAL --E INSTALLED INASTRAIt O SDSTTHEY SHALL BEG'—BEOR03, T D OES.G E.TRUSSESTIONFGA'Ci. ATTENTIO N APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS. ELEVATIONS. h BEARING CONDITIONS. ACCEPTANCEOF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. THE TRUSSES WILL BE BUILT IN ACCORDANCE WITH THIS LAYOUT' APPROVED BY: DATE PHONE: ( 407) SM-4551 FAX: (407) 880-4552_ INS. I1Q ZELLWOOD,, FL IQP S7S 0E9R1 4R11O5 2151 WAND KM 91D - l I MAITLAND, FL 32751 Ph.* (407) 947-7459RN, EIM20MOLMM b _ ......_ RECORD COPY aFlorid Apr BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I SProduct Approval C-31 USER: Public Userqa, Product Aooroval Menu > Product or Application Search > Application List -EC 05 2018 BY_ l Code Version 2017 FL# ALL Application Type ALL Product Manufacturer Therma-Tru Corporation Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Application Status ALL Compliance Method ALL UiLU Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL LC Product Model, Number or Name ALL Product Description ALL Sq FCiApprovedforuseinHVHZALLApprovedforuseoutsideHVHZALL Impact Resistant ALL Design Pressure ALL o Other ALL SeapiCh Results Applidatlons `' ',.. r .,..., .,.,_w ..... , Go to Page Page FL#, Tevoe . Manufacturer:. ,' "ya6dated"13 Status FL5891-R6 Revision Therma-Tru Corporation Ryan J. King, P.E. Approved History Category: Exterior Doors 813) 767-6555 Subcategory: Swinging Exterior Door Assemblies FL6993-R5 Revision Therma=Tru Corporation Ryan J. King, P.E. Approved History Category: Exterior Doors 813) 767-6555 Subcategory: Swinging Exterior Door Assemblies FL7630-R7 Revision Therma-Tru Corporation Ryan J. King, P.E. Approved History Category: Exterior Doors 813) 767-6555 Subcategory: Swinging Exterior Door Assemblies FL7640-R8 Revision Therma Tru Corporation Ryan J. King, P.E; Approved History Category: Exterior Doors 813) 767-6555 Subcategory: Swinging Exterior Door Assemblies FL8604-R7 Revision Therma-Tru Corporation Ryan J. King, P.E. Approved History Category: Exterior Doors 813) 767-6555 Subcategory: Swinging Exterior Door Assemblies FL8871-R8> Revision Therma ;Tru Corporation Ryan J. King, P.E. Approved History Category: Exterior. Doors s 813) 767-6555 Subcategory: Swinging Exterior Door Assemblies FL9196-R6 Revision Therma-Tru Corporation Ryan J. King, P.E. Approved History Category: Exterior Doors 813) 767-6555 Subcategory: Swinging Exterior Door Assemblies FL9223-R7 Revision Therma-Tru Corporation Ryan J. King, P.E. Approved Histoi-v Category: Exterior.Doors =, t• 813) 767-6555 - Subcategory: Swinging Exterior Door Assemblies FL9856-R7 Revision Therma-Tru Corporation Ryan J. King, P.E. Approved History Category: Exterior Doors 813) 767-6555 Subcategory: Swinging Exterior Door Assemblies FL10537-R3 Revision Therma-Tru Corporation Ryan J. King, P.E. Approved History Category: Exterior Doors - 813) 767-6555.. Subcategory:'' Swinging Exterior Door Assemblies FL10975-R7 Revision Therma-Tru Corporation Ryan J. King, P.E. Approved History Category: Exterior Doors 813) 767-6555 Subcategory: Swinging Exterior Door Assemblies FL12`334 R7 Revision Therma=Tru Corporation Ryan J. King, P.E. Approved * t History Category: Exterior Doors 813) 767-6555 Subcategory: Swinging Exterior Door Assemblies FL13459-R5 Revision Therma-Tru Corporation Ryan J. King, P.E. Approved History Category: Exterior Doors 813) 767-6555 Subcategory: Swinging Exterior Door Assemblies FL14665-R5. Revision Therma-Tru Corporation Ryan J. King, P.E. Re -Apply Category: Exterior Doors' 813) 767-6555 ` Subcategory: Swinging Exterior Door Assemblies FL14982-R2 Revision Therma-Tru Corporation Ryan J. King, P.E. Approved History Category: Exterior Doors 813) 767-6555 Subcategory: Swinging Exterior Door Assemblies FL14986-R6 Revision Therma=Tru Corporation Ryan J. King, P.E. Approved History Category: Exterior Doors 813) 767-6555 Subcategory: Swinging Exterior Door Assemblies- FL14999-R3 Revision Therma-Tru Corporation Ryan J. King, P.E. Approved History Category: Exterior Doors 813) 767-6555 Subcategory: Swinging Exterior Door Assemblies FL15036-R2 Revision Therma-Tru Corporation Ryan J. King, P.E. Approved History Category: Exterior Doors 813) 767-6555 Subcategory: Swinging Exterior Door Assemblies . FL15037-R3 Revision Therma-Tru Corporation Ryan J. King, P.E. Approved History Category: Exterior Doors 813) 767-6555 Subcategory: Swinging Exterior Door Assemblies FL15225-R4, Revision :; Therma-Tru Corporation Ryan J. King, P.E. Approved History Category: Exterior Doors 813) 767=6555 Subcategory: Swinging Exterior Door Assemblies Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or 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. 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: IMT ME W eGheck Credit Card Safe i THERMANTRU 43.50" MAX. 43:50" MAX. 1: Q: ' tf n OVERALL WIDTH OVERALL WIDTH m W N 41.75' MAX. 41.75" MAX. = U: v C PANEL WIDTH PANEL WIDTH -- (A,7 Z THERMA TRU DOORS 118 INDUSTRIAL DR., EDGERTON, OH 43517 •'' >a rllll• Pt to n COz° CLASSIC - CRAFT" 101 ® z oz1j Q- O r 0 D) m W ii[ \ r a 07 5 a r OM RUSTIC SERIES" A E _ W Tw OPAQUE FIBERGLASS DOOR N INSWING / OUTSWING w Wz J IMPAcr Ns oZ Z:50 w m o S a Q GENERALNOTESpaoo a r l . This product has been evaluated and is in compliance with the 6th Edition (2017) o a 0- Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone". 6 P B 2. Product anchors Shall be as listed and spaced as shown on details. anchor a m embedment to base material shall be beyond wall dressing or stucco. m 3. When used in wind-borne debris regions this product complies with FBC Sections 1609. 1.2 & R301.2.1.2 as an impact resistant product and does not require the use N N of an external impact resistant covering. This product meets missile level "D" and 4 rn includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & o 0 R301. 2.1.2.1. o 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. L o adN 5. Site conditions that deviate from the details of this drawing require further "CLASSIC CRAFT' "CLASSIC CRAFT RUSTIC SERIES" engineering analysis by a licensed engineer or registered architect. N w o O N DATE: 4/ 10/08 SCALE: N.T.S. DWG. BY: AL CHK. BY: LFS DRAWING ND.: SHEET 1 — 6 FL- 6993.1 TABLE OF CONTENTS OVERALL DESIGN,RESSURE. e s no S EXTERIOR T o m z :.mov%• y = ° i ••., 4 \\ r t N M G¢ 2 ^$ Em zmzo Ci o andmORm b INTERIOR b a E `o Z ~— o v b a 2 HORIZONTAL CROSS SECTION 1 2 Classic Craft Rustic ao Up U FQ- V V W 56 J 1.500' [ 7 1.50T N w CD m 2 a a INTERIOR EXTERIOR a o oo wo J ~ a a 2 TOP RAIL S BOTTOM RAIL J J' ym 4 n a O N U v Z o 3.725' l.l0p r w w o 0 4 {IIIy> 0 OO O 0_ O F^ 4.125' — 1.500" 1_LAiCH STILE /LOCK BLOCK 4 HINGE STILE o o 1 VERTICAL CROSS SECTION o° 1 Classic Craft Rustic DATE: 4110108 = 0 2 2 SCALE: N.T.S. DWG. BY: AL m' 33 CLASSIC CRAFT 33 CLASSIC CRAFT RUSTIC SERIES cHK. a : LFS j i DRAWWG NO.: m FL-6993.1 p SHEEP _2 OF 6 1 V3 9 10 17 35 ' va, 4 4 EXTERIOR 33 16 Sys a c InJOm m o N ZO v a z° INTERIOR °cw 5— M m a a W 8 ° z 1 22 0 0 ' d 3 . v 2 3 30 o N 18 tiV o 32 5 P- Q Uw O 1-1/4"MIN. m o04EMB. (TYP.) HORIZONTAL CROSS SECTION < 3 c 2 4 EMB. (TYP.) ¢ a o 3 Shown w/ iX sub -buck 4 4 & 1-IINWIN. 16 a a EMB. (TYP.) 26 33 10 24 > m 27 EXTERIOR EXTERIOR 33 9 12 m m WW q. r n 0 0NN U C1d W Z W W O O O N 6 p INTERIOR INTERIOR 11 W a 8 h N 18 ^^^w 0.15"MIN, 13 DAB: 4/7 0/O8 C-SINK JYMIN. SCALE: N.T.S. 15 17 13 C-SINK 17 15 14 MO. BY: AL 14 16 CHK. BY: LFS 1 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION DRAWING NO.: 2 3 , , FL-6993.7 SHEET _L OF 6 3 m0 6) (30 14z13 m w z 12 2U 33 EXTERIOR INTERIOR INTERIOR EXTERIOR 31 VERTICAL CROSS SECTION 4 Shown w/ I X sub -buck 1 VERTICAL CROSS SECTION 4 I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 4)Outswing configuration EXTERIOR mma__ J-1mernimmal.: OPEN 4_' VERTICAL CROSS SECTION 4 Inswing configuration INTERIOR T o t•• n 7 z rcr,: 0 m o m i''•... ... Ill•il11 U cni 0z 0zoEmzm c4i0 oa 9 m a Nro d aamG Y 0 o E VjUO wUCW O J G. UOUOo OM Ns Qpz UW m P-LO m LnIn o 0 d U o wa O o a a a z M N •- O Z 4/10 08 z a E: r1.r.s. BY: AL m e : LFS ? PING NO.: m FL-6993.1 T 4 OF 6 z z MASONRY OPENING 2X BUCK 4 BUCK ANCHORING F U 2 O o g4. 61, 3 mZ :05 t;yO:ri misI----' rrr°--- - Y'•. pf m NT o on m z° MASONRY MASONRY m a a a a QTYP. HEAD 8, _ _ TYP. HEAD & _ a x z OPENING JAMBS OPENING JAMBS / E. im z m° a lid ^a Ng jdra o o E4 aZ 4 x O a FRAME — _ FRAME _ — U O O m¢O0 21 OUTSWING 21 OUTSWING Uo 0 5 2X BUCK — IX BUCK 31 INSWING 31 INSWING Uefw m m o I o =o m HINGE DE6" STRIKE PLATE DETAIL a TAIL ~ a FRAMEANCHORING FRAMEANCHORING m 2X buck installation) (I X buck installation) CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to morforjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT T. OMASONRY EDGE To ADJACENT ANCHOR ITW ® 1/ 4" 1-1/4" 2" 4,. TAPCON ELCO ® 1/ 4" 1.1/4" 1" 4" ULTRACON ITW ® 3/16" 1.1/4" 3" TAPCON WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 518" edge distance, Y' end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. HINGE DETAIL 2X buck masonry 34 24 24 10 24 34 STRIKE PLATE DETAIL STRIKE PLATE DETAIL HINGE DETAIL 2X buck masonry I X buck masonry 1 X buck masonry DATE: 4/ 10/08 SCALE: N.T.S. DWG. BY: AL CHK. BY: LFS DRAWING NO.: FL- 6993.1 SHEET 5 OF 6 i a 9 BILL OF MATERIALS REM DESCRIPTION MATERIAL 1 DOOR SKIN .095" MIN. THK. FIBERGLASS BY THERMA TRU WITH YIELD STRENGTH Fy (MIN) = 6,000 PSI FIBERGLASS 2 TOP RAIL WOOD COMPOSITE 3 LATCH STILE LOCK BLOCK OAK, S.G. >= 0.67 LVL OR LSL OAK 4 HINGE STILE OAK, S.G. >= 0.67 LVL OR LSL OAK 5 BOTTOM RAIL WOOD COMPOSITE b POLYURETHANE FOAM 1.91bs. DENSITY POLYURETHANE 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4"HINGE .09T' THK. STEEL 10 10 X 3/4"PFH WOOD SCREW STEEL 11 10 X I" PFH WOOD SCREW STEEL 12 10 X 2"PFH WOOD SCREW STEEL 13 8 X 2-1 /2" PFH WOOD SCREW 1.15"MIN. EMBEDMENT STEEL 14 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 15 2X BUCK S.G. >= 0.42 WOOD 16 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 17 1 /4"MAX. SHIM SPACE WOOD 18 KWIKSET SIGNATURE SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD ALUM./WOOD 20 HEADER PONDEROSA PINE, S.G. >= 0.42 WOOD 21 1 /4" X 1-3/4"PFH ITW CONCRETE SCREW STEEL 22 HINGE JAMB PONDEROSA PINE, S.G. >= 0.42 WOOD 23 KWIKSETSIGNATURESERIES(780 DEADBOLT 24 8 X 2" PFH WS STEEL 26 STRIKE JAMB PONDEROSA PINE, S.G. >= 0.42 WOOD 27 STRIKE PLATE STEEL 28 SELF-ADJUSTING INSWING SADDLE THRESHOLD ALUM./WOOD/VINYL 29 DOOR BOTTOM SWEEP VINYL 30 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 31 1 /4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 32 1 X BUCK S.G. >= 0.42 WOOD 33 DOOR PANEL -SEE DOOR PANEL DETAILS SHEET FOR CONSTRUCTION DETAILS 34 3/i b" X 3-1/4" PFH ITW CONCRETE SCREW STEEL 35 1 /4" X 3-1/4" PFH ITW CONCRETE SCREW STEEL r W z 41: 0, m TO T2 T6 WOOD FRAME n o E m i o Z 0 m n vl C5 o a 9 m ° o E v? cw 1.734" —{ a 990" I_L " a 4.625" f -- 2.203" f uC to j to mil_ vo-i' T gg W z DOOR BOTTOM SWEEP 19 OUTS WING BUMP FACE m w Threshold W a j ?O C) 0] o =o J. . 592 a ~ nWIFT 29 m m 981" n I q 7 WEATHERSTRIP WEATHERSTRIP d d z Short reach B Long reach 0 0 m v Ln w 000 0 Q N a s h N 5.750" O 0 4/10/08NDATE: O O SCALE: N.T.S. SELF ADJUSTING INSWING DWG. BY: AL Saddle threshold CHK. SY: LFS 14 X 4 STEEL DOOR HINGE DHAWwc Ho.: FL-6993.1 SHEET 6 OF 6 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I FOCida qpProduct Approval pr a-- USER: Public User Product Aooroval Menu > Product or Application Search > Application List Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other 2017 FL# ALL Product Manufacturer Roofing Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL ALL TAMKO Building Products, Inc. Underlayments ALL ALL ALL ALL ALL Search Results Applications .. FL# Tuoe # Manufacturer _ ," Yalldated Byr` z t s: 1° T k m , t, ... FL12328-R8 Revision TAMKO Building Products, Inc. Locke Bowden P.E. Approved History Category: Roofing 334) 300-1800 Subcategory: Underlayments FL19948 R1 Revision ` TAMKO BuildingaProducts ''Inc. Locke Bowden P.Er Approved Hlstoru Roofln9Yrg 334 300 1800 Subcategory Underlayments Hpprovea Dy ubrK. Hpprovais Dy utirK snau De reviewea aria rannea Dy me rv ano/or one 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. CCopyriaht 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: IN Credit. • securitVINIETRIC.g Certificate of Authorization No. 29824 CREEK17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417)624-6644 htti)://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile ASTM D 6380, 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 TAMKOO Master ASTM D 6380, 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. For use in non-HVHZ only. TAMKOO Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. 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 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 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 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 TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. 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. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO 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. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. 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. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture Guard@ shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverinqs: Metal Roof' Mineral Wood Asphalt Panels and, Surfaced Roll Shingles and Slate Clay and Underlayment -• ' Shingles Shin les ,:, Roofm Shakes Shin les'" Concrete Tile TAMKOO ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAM KOOASTM Tile Underlayment N N N N N Y TAMKOO Master Smooth Y' N N N N N TAMKOO Moisture Guard@ Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y Yz N N Felt TAMKOO No. 15 UL Asphalt Saturated Organic Felt Y Y Y YZ Y N TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOO TW Metal and Tile Underlayment Y Y N N N Y TAM KOOTW Underlayment Y Y N N N N TAMKOOTAM-FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODCUTS, INC. CREEKMTAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) 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. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments 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. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODCUTS, INC. CREEKTAMKO Underlayments TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 01111I11/tI/,fISPRYR. • pl'i No 74021 zt O'.• STATE OF w pP: i.` Zachary R. Priest, P.E. 4iFS R . C? ' Florida Registration No. 74021 v At % Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. bloddaprRttesiaral - BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Y Product Approval FUSER: Public User Product Aooroval Menu > Product or Aoolication Search > Application List RSearchpCriteraa efihe Search Code Version 2017 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 Sears, ; is .ResurApp ications „,; FL# ' Tvne Manufacturer Validated By Status FL158-R10 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 Approves Dy ucsrre. Approvals Dy uarre snap De rewewea ana raaneo Dy me rum ana/or me t-ommission 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 click here. Product Approval Accepts: eC heck Credit Safe se curitVJNfETIUC. S' MIAMI.EORM)AME MIAMI-DADECOUNTY EM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RVIZ) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175.2474 T(7X6)315--J)90 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w"W.Iniataidade.govIecononiv Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulation,,; governing the use of construction materials The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to he used in Miami Dade County and other areas where allowed by the Authority Hiving 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 AIIJ (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 AIIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RERreservcs 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT. Drawing No. FD4612, titled "Precast and Prestrassed lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. I-T4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", shects I through 3 of3, prepared by Craig Parrino, P.L., dated March 24,2003, last revision dated June 12, 2014, all signed and seated by Craig Parrino, P.E., on August 19, 2014, all bearing tire Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE LNVAcT RATING: Large and Small Missile linpactResistant LABELING: Each lintel shall bear a pennanent label with the manufacturer's name or logo and the Miatni-Dade County logo. RENEWAL of this NOA shall be considered after it 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 art 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 he cause for tcrmination and removal of NOA. ADVERTISEMENT- The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may he 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 0 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above, The submitted documentation was reviewed by Helmy A. Makar, Px., M.S. NOANo. 17-0821.18 Mt toAoecounrr Expirntlon Date: 09/1112018 Approval Date: 0912812017 Z 8/7-17 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#03-0605.04 A. DRAWINGS L Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P,E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ". 6" & 12" Lintel Safe Load Tables'; sheets I through 3 e f 3, prepared by Craig Parrino, P.E., dated March 24, 200.3, last revision #1 dated April 28, 2003 path drawings signed and sealed by Craig Parrino, P.F,. B. TESTS 1. Test report on flexural resting on 4 ", 6" & 12 " Precast Concrete Lintels Filled mid Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04/10103, signed and sealed by Christopher A. Hamon, P. F. C. CALCULATIONS 1. Calcidations for Cast-Crele Lintels, dated 0512910.1, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. F. 2. Calculations for Cast- Crele Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION- 1. Quality System Manual for Cast-Cirte Machine Made Precast Idniels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 1108-0320.09 A. DRAWINGS 1. Draiving No. FD4612, tilled 'Precast and Prestressed Lintel Details" sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Draiving No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through .3 of 3, prepared by Craig Parrino, P.F., dated March 24, 2003, last revision dated March 11. 2008. B. TESTS 1. None. C. C,ALCULA11ONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County 1lirilding Code Compliance Office. E. MATERIAL CER`LIFICATIONS 1. None. elmy A.. Makakarar, 1'.E., N1,S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/282017 F - I 0 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL:. it 12-0209.12 A. DRAWINGS 1. Drmving No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of 1, prepared by Craig Parrino, RE, dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.L., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. F.., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPerrnitting, Environment, and RegalatotyAffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER Letter front Cast -Crete Corporation, dated Pebruaty 03, 2012, signed and sealed by Craig Parrino, P.L., certifying compliance with the Florida Building Code, 2010 Ldilion. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, ti 13-0321,07 A. DRAWINGS 1. None. R. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Fconomic Resources (RER). F MATERIAL CERTIFICATIONS 1. None. C-ticlroy" A. Mukxr, P.E , M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28n017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEI"IANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL B 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, tided "Precast and Prestressed Lintel Details", street I of 1, doted 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 aj3, last revision dated 06112114, all prepared, signed and seated by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculotionsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrina, P.K, .sibmed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete U.SA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 P.dition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Alone. B. TESTS 1. None, C. CALCULATIONS 1. None. 1). QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulotory and Economic Resources (RF.R). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. F. Heliny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/t1t2018 Approvnl Dole: 09/2.8t2017 E- 3 I e HiGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS a l:rY\7Tdr.L I L[e irll;tLNA IUr.SL6161 1 52• PRECA4f U-lKaL 110 PRECAST v/ f• RECESjJWlt_V--UNTU _O--PRE-a.--Tll'LINIFL l" SCLIO I XTFL JB6' S5 11 dII' dY11 1 71 TEP7 •A• eXaym y y IRP SR0. WNIOWI W SINL Y atMNa(P T udws 1• T/n•A au arvraa oAav ua aYAVN 1e 1 b IN— n Aa a(M'NI,IifO AS. iAa1I Dic aslrtocuo q a 1 • Im trNC1I YTrr • • SNRAUC9 n i uw 1>te n n n a•tNnit IL Ir_ 14 S 1 6• 1 14 7 1t e 3 {' U INiEL anomie nrtAYs A" So tL ,1Hi[l a- pgr L IZ_P.Rf9AeT- y4CL`3-V=tAlS1B 2' PRCC"- ,.. 4" SOLID LINTEL nATA TARIF I EEL LENOIH S•_6• 2 t3 RERAR 3'-5" 11 y O t i 6- S•- • 1 3 REBM1 6'- " 7' \' E 7 -Y y -{ 3' III a" PRFVAST 11-1INTF3_ DATA TABLE m A 1&a1 1 1 I'ii7fi1 7MVA Lop7a, n rmvmm®® tl g/ tta' FiarA W.T. F maw im n mo 12" PRECAST U- LINTEL DATA TABLE. 1 L I PE U 1 aCMa J-\ 0.07'! 163 s RfW 3'-t0•1'+ 7 SS RM 5'-1^ A 4 4 -0 O.OIlB27 11 S R[AAA r-i• 31 6M11-QLF J-01 I A 4NA -7 6-10' 0.063 5 3 7. R b-\ N A 4 0.070 5k[VJFJF a-10 7 PAR b-1 A 4 4 0 7'-10 741BAR T-1 TA-0 6 011Y of If-b SYt 11-0 S- S O,IIS 6-um IS -4 6.G111'-\ I S-0 6 Ak Tz'-s S'BE la -a 4-o d 16 ! OA06 12" PRECAST W/ 2" RECESS DOOR U LINTEL DATA TABLE v. Tcv It-Ttrnsti;l.i WHO IrxTf:1. 64S.VRR Km JJ(("Qp URERER OF TNK PRONIIE IU l NIORVATgN K 'AOS— MA PROOVCI APPROVAL. IT IS 7RWfCTEO by COPTRMH( EAwS ANO CANNOT tE REPIOMCCO OR WTRUUTEO YAMW( TNC PRINT 1TAITTEN C:O85EAT CAST -CARE USA, NC. 1. RWUORCNO Slttt, 7/41 AR RUN A31N PS. 04. AND t3 RCIAN 4. STRRiNO SIR(N6/1N 6 AND IS " WTEIS . AD90 PN ORAK W ASM AT 14 A (MITI MC iOI A'ON4fA M STIRRUPS KOMI ARE CWtUl. STAATOIO L OOIKtTIC 4TRIMMI r. - WOO Pdl MR All 4 DICH SLID 11 WA TRON TACK I" Of MC XJWWCM CAWS Im ClAWU - 110. Of lAECAST =UXI I'S ; 3000 PSI !OA 4 Nml UMIM STOAWS " 4. THEN 7W RIWORO M OWEASAIC01011 NOKL SIWYIS S. NTION SUM SNAIL CUTCUT RSCS NN NCR to K FOAM MM EN6f 1 SI "ll (ROIL EACH CND. ON 6 AND u INCH mN A u SIM7PRM rm EON. U rAR, - Pftf::')11CT RIiVrit U e • • • • iyina mi;R qIc 190,1. oA v oq l CEN • 01t ,ctN4. ac r ttRL't.o-ogZ/ /8 punnucruL:vls1+L, 1• 'dt lTv.: FWttda 4OLZ" IS BIS1Jiry; Q.TWAcocPalCONctQa`to3. Sc T OF •** Y 1 Ptcl'c..nc tfY— W0% f wnt7atoo I1/2/ $ P c d /y'fp dV CRAIGPARRINo ' ynb1 , :rS a1` 4! S O R 1 ? . 0+.° 6324 CR 5'/9 >r' PpP NAL'+e+ SEFFNER FL 33584 PPttttoilet\++ FL. P.E. LIC. No. 44756 Tmf. _ PRECAST AND PRESTRESSED LINTEL DETAILS ME NAYS: WMI-14 ORARN Ith JO]IA11 ARNAUD XkU, AT SWU .- OATEt 3/14/01 CNLCNO By. CRUD PAA1140, P.[. NUIVJIOt MW7 SHUT! 1 OF 1 ORAL NOTES I) iAoleri r rgl p to "A . •3oEq psi1 yWes Prim =/1n 4ad+ aqg q Itcmeralemosonqunitel &W) WWr Ai71.1 C90 with w+Ydmurn ret ono ctrrprass7n sfreng o IYCD O nbar per Aslu A615 Oreille 60 mode, per ASTIE C270 type 11 or 5 2) M Emwl Seel kwes ssWfor.IW,11 IgX, B, 121M oom 12RUU6mustbereducedby % 8 bearing bagth I. loss Own 6 1/2 Whos, 3) Provlds too martyr bed and had worts, 4) the number In pprenUMIS e,dreafu the Parcwl redm:Um for gmdo 40 liiod added (dar. yoyAyiLGmpe: re 14% Rdncilw4 142E r88) . M88 pit i428o6 5) M Fmtele mel w oxaed V460 dtibc4ion_ E-21bs: lintel types 8 k 12FB 1 4' It longer meets or seceded L/180 ddwcUon• Use is fimAed to ton&Uans meet f a Used Ronda fAA&N Code SWIDde 1604.3.1 as oppBcow 6) 2w. Sw Ealtls as foqulood. 7) 4' said inlets to be Installed! w/ 47 dtmanslon DodmAd and 6' dimension ve u..L 8) Z1/wl duct Of Few must cm* rich Used orcDRedurol 9) He d.*wr may m1mle, cancsnlrotad bade Iron the cols bad WWII* by cdcuboaUntomoeimun rasaurg momm( and shear of d-owoy from the foe. a1 111w. 10) NA.. Not Ra.4 11) 8ollem fbfd odded rtbar to be located of the Umlbm o1 the intei co,Ry. TYPE DE51CNQjLi.NjFr . rtua vex uas / u . uv:uo I oA°'roYOmit r t%uxs warss 12F16- 28/2T 12) 6' at 12' tlntab are moaafodurod with 5-1/2' b+4 nekbcs of One ends to mccroodote r Ucol cd raWwcN and grouWN. 13) Tht axlalad surface of inlets :natooad in est dor wncmb masonry wdb shed have o cooUN of stucco %pied io acmdonce with ASTN C-026 w other opp+orcd eooWg. 14) Unleb boded ssnutloneoasty sRh varlicr 9 yw upDH} end horitontol Vol) bode eD( Wd ba <Deciud far the aam louam9 rah the loco-9 n: Appw wrk. 1 loud + Appikd Iceirmlol load t to Sofa vddWfoodWetodeoatdbad15) For compos,Te lintel heights netsbowm use We load from next W. t.41A sham. 16) rw 00 IangU. rot down, bse eels food from naxt Ionge:t imgth shwa. I7) We hods we wpeft;, e4 .1—bte hods. 10) Safe foods based on mUomal design on.yAe per Ad 511 and ACI 31L 19) Adilionot Weld food capodly cm be obla:rad byf 00 dcd . Dy prowd'aq ad4{Oond tWwced camels masonry orals (BOAT) oboes the inlet See ake1N bdos: F'rn=1500psi SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU (RCUU) FULL COURSE 1/ 2' CI. R IYP o i j5 REM FOR 6' U94TELS f 2 15RUiARFOR12' UNIELS CR40 or GR60 PRODUC•F IIr: ViSIf 6U8 I, eon,ptyiu8 With the 17or:J: Duildid,ac,"k allies: N;, S ELvl,i tia» s7wfaffsjLa.,-11 2/f8 sly Mli ni i? - i• :Sat aaxol 4 i Altar11) j xmuun ININ r taxulss aw IN 1Y INVICS X*m Na erlls rsv.+{giW ll 5 ' ACTUAL NOMINALrRDTII12' jj-, MEMBER OF0— l' l-111 U.- 6F12 j6F24 SAFE LOADS FOR 4" SOLID LINTELS 4^vr,44Rar4 GRAVITY LEN TG H-1` TYPE 4S8S-6' ( 421 PRECAST 1180 4'-O' (481 PRECAST 959 4'-8' (541 PRECAST 789 5'-10'(70') PRECAST 460 6'-6- (78") PRECAST 360 7'-6- (90") PRECAST 260 9'-4" (1121 PRECAST 156 10'•-6-(126' PRECASi 116 4m0z_0_;-rL1g" 4- f7''•0Rcm UPLIFT LATERAL TYPE LENGTH 4S8 4S8 Y- 6" (42') PRECAST 687 371 4'-0' (481 PRECAST 597 320 V-6- (54' PRECAST 529 258 5'-10' (70') PRECAST 407 148 -- 6'-6' (78') PRECAST 366 118 7'-6' (901 PRECAST 280 87 9'•-4' (1121 PRECAST 187 55 10'-6'(1261 PRECAST 152 43 121.18 121`8 12F12 121`16 BFU y; ;r s a G•' r.% 12F28 12F24 12F20 PROWC.'r Rtivis7[t) m awnpl54el s,tilA [ Ile P1raTd:s 0 • 87 T • *3. • E3laldh cv, i • • F% N //N! CRAiG PARRINO Acac wncc i4u j- 1 UPS v j 7fi r/,•/ '/wwi P.tg7lmUun f)wo---' f f j r' VV 6F20 •,? Spbit 10 G JSEFFNER, FL 33584 F'3 0NAL .` FL. P.[. LC. N0. 44756 MfaSd T jy "'a J onh:r: CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FILE WE, 08SU95-14 DUYIN Wt AUN A)UUW _ SCREE: N.T-', DAiC: 3/24/03 cwcvo 8'E: cm Po"O, P.E. - In, No, 44756 CARW4G':NO. U4612 SHEET I of 3 0 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS 4~4IOL411r SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH", TYPE 6U8 SFO-10 6FI2-1B 6FI6-1B 6F20-16 6F24-IS 6F28-16 602-1B S-6" (42') PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 4'-0' (48') PRECAST 2025 2313 3892 5050 6148 7227 8297- 9357 V-6- (54') PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-10"(70") PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6- (78") PRECAST 949 1078 t831 2850 4328 6737 8297 9357 7'-6" (901 PRECAST 779 883 1459 2188 3151 4524 6654 9357 1 9'-4- (112l PRECAST 584 660 1056 157..3 2084 2795 3731 5017 10'-6'(126") PRECAST 503 566 895 1270 1706 2236 2898 37V 11'-4'(136') PRECAST 457 _ 513 805 1133 1507 1952 2492 3163 12'-O'(I44' PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4-(160') PRECAST 373 417 646 895 1170 1485 1852 2285 14'-0'(165') PRECAST 351 392 605 B35 1087 1373 1703 2087 17'-4'(208' PRECAST N.R. 1 299 455 620 794 985 1198 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SAFE LATERAL LOADS FOR All P RECAST U•LINTEL9 m_ _ SAFE LOAD LENGTH TYPE 6U8 6F8 RCMU S-6- (42') PRECAST 587 1055 596 4'-0- (481 PRECAST 487 787 445 4'--6" (54") PRECAST 416 609 344 5'-10'(70') PRECAST 300 350 198 6'-6' (78") PRECAST 263 496 157 7'-6' (90-) PRECAST 222 367 116 9'-4" (1121 PRECAST 173 352 74 10'-6-(128') PRECAST 151 276 58 11'-4-(1361 PRECAST 139 311 49 12'-0-(144') PRECAST 131 277 44 13'-4"(160") PRECAST 117 223 35 14'-0'(168') PRECAST 111 202 32 17'-4-(208') PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST 11.1 IMTRI A C SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH -__ _ PE 6178-17 6F12-IT 6F16-IT 6F20-11 6F24-IT 6F28-IT 32-1T 3'-6' (42 PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0" (48") PRECAST 1225 1800 2357 2913 3470 4027 4583 4'--6' (54") PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10'(70') PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6" (7B') PRECAST 723 1097N 1437tD 1777 2117 2457 2797 7'-6- (SO-) PRECAST 648 863tID 1249t11 1544 E11 1840 213510 2431 9'--4- (1121 PRECAST 575 57104 980 12520 1492: 1732 1972 16-6'(1261 PRECAST 514 462D4 787 1 1121,u 1336 1551 1766 11'-4'(136' PRECAST 474 40411D 685 985 DA 1213 to 1442 1645 lA 12'-0'(1441 PRECAST 454 36701) 619 n 888 L 1093 1299 1506 IY-4-(160') PRECAST - T 402 308 1 516 7361 906 1076 1247 14'-0"(168-) PRECAST 368 + 285tq 475 t 677 832 PRECAST 253 n 208 3313 476 585 98] 9114511'-4-(2081 803 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 P fZODUI:,;;r urvIF,w) n mu,piying ,vi ih Ulu Plmiin OuilAing 0"s6; Accupt4scc N.I %- O tipi fiun irsa;uQ,- By ,,,_'( l 8 IIY 111/Itl r, lalicrui l:); '-a1{i11_1_ E N q O •, 44 PRauvcrttltvrsrty Mlnp!} ,,t6 ,r9ih 7H0 Florid;, k : AoIW1n,3 60a0 AcrcMa,xt NnT9F11%O1rNonUvov 3 U3r'± iA • ( RI CRAIG PARRINO R f/1 r l J 7 0l $ 4 S • • • .... G,. 6324 CH 670 vntitip odrtitC Ij ' SEE GENERAL NOTES -SHEET 1 OF 3 5, ONA' 00' 8WNrA FL am FL. P.E. UG. NO, 44756 11EVUER OF w- / R.?w,wunoi•1°"• u, ,. x= lK y. •- . nim.-CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLESaENEMLREV1519HJS E V D 1 fllC NAltf: 085U16-1/ DRISYN BYr MX1N AMD sm a M1S. DATV 3/24/03 CHECKED CYt CRA1D PARtlNO, P.C. - RCC. nP. 41756 D%tW1161sn0, L74512 SHEET R Df S SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS SAFE LATERAL LOADS POR 12" PRRCAST 11.1 INITFI R SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTFI R b m -V0"® SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH r TYPE 12US IM-28 12FT2-20 12FT6-28 i2F20-28 12F24-28 121`28-26 1202-28 S-6" (42") PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-0' (48") PRECAST 2923 4232 5838 761.9 9352 11060 12755 14438 4'-6" (54") PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5-10"(70") PRECAST 1612 2320 3218 5234 8487 11060 12755 1443%, 6'•-6' OW') PRECAST 1383 1986 2079 4196 6421 10032 12755 144 7'-6' (90') PRECAST 1138 1628 2131 3218 4676 6756 9763 13524 9'-4` (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 7552_ 10'-6"(126") PRECAST 614 1043 1295 1853 2516 3323 4334 5632 Ii'-4`(ISO-) PRECAST 518 945 1162 1649 2216 2893 3719 4746 j. 12'-0'(144') PRECAST 456 878 1073 1513 2020 2617 W3 4706 13'-4'(160') PRECAST 359 767 IT 926m 12.94mm 1709 2188 2743 34091 14'-C'(168") PRECAST 321 720 111 865 1204 1584 2017 2451 31061 17'-e(2081 PRECAST N.R. 451p 6311 MIT, 1141p, 1428p, 1750j,Q 2102 19'-.4' (232") PRECAST N.R. Wit 4771 700 p 925 p, 1152 1380 1609 leawlt 5A4 PLF 4cvmm d`d W SAFE LOAD POUNDS PER LINEAR FOOT LENGTH - - — T 2U8 12F8 RCMU LENG TT''H'''' PS 12f8-21 12F12-2T 12FI6-2112F20-2T 12f24-11 12F28-2T I2F32-2T T-6- (42') PRECAST _ 1295 4841 393 3'-6" (42") PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0" (48`) PRECAST 1295 4841 2994N 4'-0' (48`) PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-6' (541) PRECAST 1049 3922 2417, 4'--6` (54") PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10"(701 PRECAST 681 2547 1552 5'-10'(70") PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6" (78`) PRECAST 579 2167 123%, 6'-6' (78') PRECAST 1444 2269 2972 3675 4378 5081 5784 7'-6" (901 PRECAST 474 1771 914• 7'-6' (90') PRECAST 1267p 1767 2583,3194 3806p 44171 5028 9'-4" (112") PRECAST 355 1326 58Op4 9'-4" (112') PRECAST W28 TV 1171 2006 2590 3087 3583p 4079 PRECAST 306 1143 454, 10'-6"(1261 PRECAST 9201 947 1612 2281T 27641 3209p 3653 11'-4" (136") PRECAST 278 1041 38f% 1 V-4" (136') PRECAST 858 p 829 14040 1982 2441 2902 3164 12'-0"(144") PRECAST 229 260 971 3450 12'--0'(144") PRECAST 8141, 753 w 1269 1788 22010 2616 3032 13'-4"(160")PRECAST 857 278 13'-4"(160")PRECAST 6781 633py 1057 cm 14851 18261 2169 2513 IV-0-(168") PRECAST 216 809 2510 14'-0"(168") PRECAST 622 (i 586 974 1365 167901 i993W 23090) 17'4-(20$') PRESTRESSED N.R. 633 162 171-4-(2081 PRECAST 434 427 695 p 9641 1182 1402 1623 19 -4" (232') PRESTRESSED N.R. 534 130p 19'-•4" (232") PRECAST 366 370 T 593 817, 1002, 1187p 1372p 1) THE )AIL1M IN PARENTHESIS ARE PUWT REDucnONS FOR " SEE GENERA!. NOTE 18 GRADE 40 FIELD ADDED REM. SEE GENETUL NOTE NO. 4 SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS 12" PRECAST W12" RFCFSS nnnR ii,tIMTEt S 4mn-44pa" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH `"'----. 32RU6 12AF6-2012RT10-21' 12RF14-2 12RFI6-2B 12i622-2 12R126- 2 112RF30- 4'-4- (521-) PRECAST 2538 2942 5468 7584 9640 11669 13679 '15679 4'-e (541 PRECAST 2319 2740 5468 7584 9640 11669 13879 15679 5'-8" (681 PRECAST 1347 1841 3555 6395 9640 11669 13679 15674 5'-10`(70') PRECAST 1259 1 1758 3361 5954 9358 11669 13679 1567ay 6'-8" (801 PRECAST 924 1430 2633 4415 5884 10351, 12574N 1480Q 7 -6' (90') PRECAST 103 1203 2157 3494 5259 79220 9624 1132R 9'-8` (116") PRECAST 389 843 101pj 2151 3203 d 44271„ 5417T 6380114 1) THE LtLAtn Rt PARENTNLSIS ARE PLRL'1H[ NETWWNS FOR GRADE 4D HELD WED RE64E SEE GENERAL NOTE R0. 4 44MV449M SAFE LOAD PLIF LENGTH TYPE[12RU612RF6 RCMU 4'-4" (52 PRECAST 295 3692 258, 4'-6-. (54") PRECAST 213 3458 241( 68") PRFCAST 84 2236 165005'-10'(701 PRECAST 47 2129 15529 V-8' (801 PRECAST — 602 1716 11711a PRECAST 504 1438 914tm 9'-8" (1161 PRECAST 355 1011, ZXLt>LNLRNL IWIL I 113 Ptdt]1?TFCI'RfiVTS1 E> au" d"' ilVgttIt, IM]l (dl¢ FYn,ae1 qg CseAPo,I trs,j] P"I' MI SEE GENERAL NOTES - SHEET 1 OF 3 1AVADER OF c YY 1 ENO+ 447, F 1) ME LL&MR5 IN PAR IEW ARE PENQNT REDUCTIONS FOR GRADE 40 FILO ADDED REWR. SEE GENERAL NOTE NO. 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINT! LS oe" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 12Af6- 21 12RF10-2 12RFi4-213553 RF16- 2 12RF22-2 12RF'26-2112ROO-2 4'•-4' ( 52`) PRECAST 1626 2685 37464806 5867 6928 7989 4'-6- ( 54`) PRECAST-` 1558 2582 36024623 5643 6664 7684 S'-8" ( 68`) PRECAST 1210 2042 28503658 4466 5273 6081 V-10"( 70") PRECAST 1173 1984 , 2769 43.38 5123 5908 6'-8' ( 80") PRECAST 10201 1538 2426 3114 3802 4489 5177 7'-6" ( 90") PRECAST 9041 1226 DI 2163, 2776 3390 J 4003 4517 T9;p8` ( 1181 PRECAST 703 p 771 1 1472 21811 7.663 3145p 3628pMWJi5 IN PAHLNIHIM ARE PERMNI REDUCTIONS FOR 40 MIT ADDED KOM. SEE GEREM. NOTE R0. 4 IlIOF.NJCT i I V1SIQ re yil it w11N no Fl.dda cl, So RcpTNmtmhl _""t7 A , Z+t`' iml aNk L y iJ gym, 8 L CYR1 P•\N;` 6324CR579 1 X, M6 8P- ,,ft 33584 IamlFJade { rfit 101444 FL, RE! LdC.N0,44'A58 d mCAST—CRETE4Is, 6" & 12" LINTEL LSSAFE LOAD TABLES n. IRE ILW4 MUO- 14 mu BY, NAUN ARNAIID i SM1, — N.T.S. f0 am MRJtl.RO, P.E. - REG. NO. BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Slats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I dbpraProduct Approval USER: Public User Product Approval Menu > Product or AoDlication Search > Application List Code Version 2017 FL# Application Type ALL Product Manufacturer Category Panel Walls Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL ALL KAYCAN LTD Soffits ALL ALL ALL ALL ALL FL g Toe Manufact rer yaliiJated Bv° rStatus FL12198-R5 Revision KAYCAN LTD Miami -Dade BCCO - VAL Approved History Category: Panel Walls 786) 315-2590 Subcategory: Soffits FL16503-R3 . Revlsion'i KAYCAN LTD Steven M Uribh PE °. Approved Histoy Category: Panel,Walls 717)'317 8454` Subcategory Soffitss_ FL24564 New KAYCAN LTD Steven M. Urich, PE Approved Category: Panel Walls 717) 317-8454 Subcategory: Soffits Approved by DBPR. Approvals by DBPR shall be reviewed and ratihed by the PUC and/or the Commission it necessary. 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 h rQ-. Product Approval Accepts: mm"ME M.AMF M1,1111.DADE COUI-iY Pvtont TCOIN TROI.SF.CTION 11303 SW 26 S rt, R— 3Cd DEPARTAIF_NT OF REGULATORY AND ECONOMW RESOURCES(RER) Mf=i, Flceida 337'Sda:J SOARDAND CODE ADMINISTRATION DIVISION Ii 86}31 s-23so Ff-")315-2599 NOTICE OF ACCEPTANCE (NOA} ivmldK'-g ......tnv KayCAR 1 Nfemorialtlrive. Richford. VT 05476 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 Vtismi-Dade County and other areas wham allowed by the Authority Having Jurisdiction (AM). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade Count,) andJ or the AM (in arms other than Miami -Dade County) msctr the right to have this prcdnct nr rnmcriai'tested for qualirtassurance purlsosrs. If this product Or material fails to perform in the accepted rnanner, the manufaciurcr will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER msmTs 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: Model SP-60016"Aluminum Vented Soffit APPROVAL DOCUMENT: Drawing No. KAV0003, titled 'SP-600 13" Aluminum Soffit - Vented", sheets I through 4 of 4, dated 1212712011, with revision 3 dated 12,'DU2017, prepared by the manufacturer, signed and scaled by Robert J. Ammuso, P.E., hearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dacia Count, Product Control Section. MISSILE FACT RATING: Non. I. ABELING: Each piece shall Fear a permanent label marked at not mom than 4 ft. (1.2m) o.c. with the manufacturer' s name or lulto, Pointe -Claire, QC, Canada and following swtentem , "Miami -Dad. County Product Control Approved", per FBC 1709.10.2 and 1709.I03. RENEAA: AL of this NOA shall b. considcred after a —wal application has been fled and there has been no change in the applicable building code negatively affecting the perfomtance of this Product. TEPWINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and' Q manufacture of the product ar 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 x tmn of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA Dumber preccdcd by the wwds Miami -Dade County, Florida, and followed by the ..xpiration date may be displayed in advertising literatum. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NO,A &hail be provided to the user by the manufacturer cr its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA N 174404.03 and consists of this page I and evidence pages E. I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utmn, P.E. w wnmE COrJrrrr NOA No. 17-1221.3 Sapintion Date: Jan. 1, 2021 Approval Date: Febom'y 22, 2018 py/ t 1P19 Page 1 xavca" NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED L EVIDENCE SLTBMITFED UNDER PREVIOUS NOA's A. DRAWfNGS "Snb.1mJ dda vOA a 15-Obi:.15" 1. Drawing No. KAY0003, titled "SP-500 16" Aluminum Soffit -- Vented', shccts 1 through 4 of 4. dated 12127rOl 1, wilt revision 2 dated 03+1712015, prepared by the manufacturer, sigfted and sealed by Roben J. Amoroso. P.E. 11. TESTS "sbwned_dr vo.t#1;-gs"w 1. Test report on Wind Driven Rain Resistance Test per TAS I00(A) of Model SP-600 16"Aluminum Vented Soffit prepared by Fenestration Tcstinu Laboratory, Inc., Test Repon No. 9457, hated 03 t28/2017, signed and sealed by Idalmis Ortega, P.E. Sahmidrd andrr A'D,4 # 05-084103" 2. Tcst report of Cyclic Load 11m sure Test per TAS 203 and test report of Uniform Static Load Tc>t per TAS 202 on Aluminum Soffit SP-600 prepared by Architectural Testing, Test Report No. 5982.02.122-18, dated 07118/2005, signed and sealed by S. M. Urich, P.G. 3. 'rest report of Tensile Test per ASrd4 E3 an Aluminum Vented Soffit, prepared by Architectural Testing, Test Report No. 55982.03-122-18, dated 04/2b'2005, signed ami scaled by Joseph A. R-A P.E.. C. CALCULATIONS "sabndtrd add_,voA a JA912tw L Anchor calculations prepared by PTC Product Design Group, LLC, dated 120712011, signed and sealed by Roberti. Amoroso, P.E. Sob.ided under:VO.d # OS-080103" 2. Anchor calculations prepared by H. R. EngirtWiring, fnc- Pages t through 3, dated 0712512005, signed and sealed by Allen N. Reeves. P.E. W QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) F. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS ^Subm/nrd a der,v0.4 0 15-012.1S" 1. Statement letter of code confbrmatxt to 0 edition (2014) FHC and of no fmancial interest, prepared by PTC Product Design Group, LLC, dated 9's/17.2015, signed and scaled by Robert J. Amoruso. P.E. Sabaddcd addrr A'D.-1 # 12A124,04' 2. Statement letter of code conformance w 2010 FBC aid no finarh.ial interest, prepared by PTC Product.. Design Group, LLC, dated 01119(?012. signed and sealed by Robert J- Amoroso. P.E_ Sabmhiedaader voA # 11-032503- 3. Distributor agreement dated (W; 2011. 8 C.A. bL Vtrcn, P.E. Product Co."] E:amtarr NOA Na 17-1221-31 Expintiuo Date: Jeat 1, 2021 Approval Datr: Fchraany 22, 1019 E-1 Kascan NOTICE OF ACCEPTANCE: EVIDENCE SURINIMED L NEW EVIDENCE SUBMITTED L DRAWINGS 1, Dra-ing No. K1Y0003, titled "SP-600 16" Aluminum Soffit - Vented". sheets 1 through 4 of 4, dated 12P7/201 I, with revision 3 dated 12/012017, prepared by PTC. LLC, signed and sealed by Robert J. Amornso, PT- B. TESTS 1. None, A. CALCULATIONS 1. None. D. QUALITY ASSURANCE L Miami -Dade Department. of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATENIENT5 1. Statement letter of code eonfennance to (;' edition (2017) FBC and of no liwncial interest, Prepared by PTC Product Design Group, LLC, dated i VO12017, signed and sealed by Robert J. Amoroso, P.E. Carl- AL Utrera. P.E. Prndum Camrol Eza J— hOA tio. 17. 1221.31 EiPiranan Wt.. June 1, 2021 Appr-1 Dale: February 12, 10111 E-2 KAYCA.ilT LTD SP-60016"ALUlI1 UMSOFFIT - VENTED lNSTAMTIONANCHORAGE DETAILS OMMM MOTES: INSTALLATION NOTES: ' ALUMINUM SOFFIT SPECIFICATIONS: 1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE 1. ANCHORS SMALL BE THE TYPE. SIZE EMBEDMENT AND 1. KAYCAN BUILDING PRODUCTS ALUMIUM SOFFIT IS FLORIOA SUILMG CODE (F8C)-MADING AND RESGDNMI VOLUMES 0 LAID THOSE EDGE DISTANCE SMOYIN HEREIN FOR RESPECTIVE MANUFACTURED BY ALUMINUM PRODUCTS, 30T5 SECTIONS OF THE RID PERTAINING TO THE MGM VELOCITY HURRICANE ZONE (N WZ) AT THE SUBSTRATE. TRANDCNVADA HWY, P)NTE-CLHRE OC NOR BA DESIGN PRESSURE(S) STATED MIN. THE PRODUCT WAS TESTED TO TAS-Z02 AND TAS-201. C AAGA. IMPACT TESTING TO TAE.VI IS NOT REOURED FOR SOFFIT. STRUCTURAL TEST RESULTS BASED 2. INSTALLATION ANCHORS SHALL BE AS SHOWN ON THE ON TAS 202 WERE OMOED BY 1d AS REOUNRED BY THE CURRENT EDITION OF THE FBC - BUILDING BATTEN INSTALLATxN: ANJ'SOFFR NBTALUTKkN' 2. SPBW /0' SOFFIT- VENTED A^ND IR'cSIDE1NTIALVOLUME3. SECTIONS ON S1iEETS3AND 4. 7_t. MATEIRIAL: ALUMIUN SOON-H19 22 WALLTMCRONESS DAIS 2 THE PRODUCT DUALS CONTAINEDHEREIN ARE BASED UPON SIGNED AND SEALED 7- NWIW ESHES(IMBFD ENTANDEDGE2. 1 PANEL LEHGTMR 17- V LONG ARCHITECTURAL TESTWG REPORT155M(U.R218. INCLUOINGAS" ATED LABORATORY NOT UNITED WALLCUISINES (INCLUDING BUT NOT IGNITED TO STAMPED DRAWINGS. 8TUCOD, FOAM, BRK7(VTJ+EER AND SIDING} VENEER3..TRIM 1J.1 F-GHANNEl 3 ADEQUACY OF THE DUSTING STRUCTURAL CONCRETE MASONRY AND WOOD FRAMING l FOR INSTALLATION OF BATTEN TO WOOD STRUCTURE 3. 1.1 MATE RIALALUMINLAI CONVUSING THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SMALL BE DETERMINED TO BE USE I8 x r WOOD SCREW OR 78 x 7' TAPPING SCREW. 3.12 WALL THICKNESS: 0.025 CAPABLE OF WRHSTANOWO AND TRANSFERRING APPLIED PRODUCT LOADS TO THATSTRUCTURE PACE ONE SCRE7V PER LOCATION AND YAYAIUM 24' J2 FASCIA ANDIS TRAIL RESPONSTBIIJTY OF THE ARCNTTBCf OR ENGINEER OF RECORD FOR 711E P1WECT. O.C. ALONG BATTEN IENGTTL 381 MATERIAL ALUMINUM 322 WALL TM1001ESS 0A22 A. OVERHANG RECEIVING ALL IANM SOFFIT SMALL BE CHECKED FOR STRUCTURAL INADECUACY, I. FOR INSTALLATION OF SOFFIT TO BATTEN USE 037 CRACKS OR DEFECTS THAT SMALL BE ELDONATED. DIAMETER x 1.12' LONG SMOOTH. SCREW OR RING 3. INSTALLATION OF SOFFIT ACCESSORIES AND ACCESSORIES SUCH AS CORNER POSTE. STARTER SHANK ROOFING NAIL WITH 3W DIAMETER MEAD, STRPS AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE 1NTH THE CURRENT 6.ALL FASTENERS SMALL HAVE CORROSION RESISTANT EDITION OF THE FLORIDA BUILDING CODE -BUILDING AND RESIDENTIAL VOLUMES AND THE COATINGS OR BE MADE OF CORROSION RESISTANT MANUFACTURER'S INSTRUCTIONS. MATERIALS COMPATIBLE WITH THE SUBSTRATE SITE CONDHONS THAT DEVIATE FROM THE DUALS OF THIS DRAWING REWIRE FURTHER MATERIALS. ENGINEERING EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. 7. LABELED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUAWS. d SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE- BUILDING AND RESIDENTIAL VOLUMES. I- T. 7'SONCNVLINEALFT. BILL OF MATERIALS ITEM DESCRIPTION MATERIAL i SP- 600 16" VENTED SOFFIT ALUM. 3004-H19 2 F- CHANNEL ALUMINUM 3 6' FASICA ALUMINUM 4 0. 12" DIAMETER x 1-1/2' LONG ROOFING NAIL WITH 3/8" DIA HEAD. USED TO ATTACH SOFFIT TO BATTEN STEEL 5 8 x 3" WOOD SCREW OR g8 x 3" TAPPING SCREW. USED TO ATTACH BATTEN TO WOOD STRUCTURE STEEL 6 2' x 2' WOOD BATTEN WOOD TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES, B.O.M. AND D.P. CHART 2 APPROVED SOFFIT PROFILE AND COMPONENTS 3 SOFFIT INSTALLATION AND CROSS SECTION 4 SOFFIT INSTALLATION SECTION DESIGN PRESSURE ( PSF) RATING SOFFIT MODEL DESIGN PRESSURE (PSF) SP-600 16" ALUM. VENTED SOFFIT W/F-CHANNEL 55.0PSF/-35.4Sf PRODUCT REVISED auLid>o., vNn tn. FI«1e. HOA-N17- 1221.31 Esgx.Oon q 0"112021 AD. NMeI J. Aamw o wurE Hw RuaNo497S21 i 1 STATE OF S^< pq tOPe q 21 1 PANEL 16.s1s 21 0.045" a° a a s ENn+ c J i a° a° 12• —IF'- 16.515' 963" 5.294• 5.125• 4.272' .861- F I335 0.251' T,_,-., ! 375 fez0.351• , o.o1s• R13 EMBOSS A •art / Jpt . iill V 375' 6- 11.25" T dam' ntni 2 f 438" I 442" s PRODUCT REVISED gde=wtnh a Florida no.. 17-1221.31 P"a a 68161Rg21 Bytam .i woT A.t'.rt l..mvra, Pt Rab v8 as ats O Nuttttttt 4 t'.G6NyE Oy`•iG'y 9T" STATE OF ,•W 21 1j2- VAX, W:DTH 10- MAX. O.C. ___ 7 1/2" 4' MAX. G.C. Q.C. M 8 x 3' WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24' MAX. O.C. FASCIA. 0 2. x 2 BATTENS - n.=ir u s 1- J 6 4 f-C7t1 4yttNE1 INSTALLATION NAILS, TYP, 16' KUMINI'N V610' U.r,X, O.C. SPACING OALONGSOFFITLENGTH 2 x 2 BATTENSTYPCAL O gB x 3' WOOD SO TAPPING SCREW, ..,.. ATTACHMENT FASTENER SPACED 24' MAX. Q.C. MINIMUM SOUTHERN PINE TIMBER FRAMI!r, O 24" O.C. WALL 8 x 3' WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24- IAI.X. O.C. rwu dINSTALLATION CROSS SECTION WUM SOUTHERN TIMBER PRODUCT REVISED MiNG =i=Plyyq wMh t FlaeWa NQA-m. 17-122"l ph a 0 OB M(I21 Ml.m n uct f'i` Pa No 4 Oq Q:•tC E HgF'M gG4 nvi sw are/oF .`+u NALBaO,`` hx 4 2t r12" wx i:krr. ah".H „r, WWe WyJr a+re+ 'a.7rer+ sar11 r oillcc I 0 0 o 0 I I I I I I II I I I! II I I I SWOT ,NrAL= I TX1Ai ldil C€RiT b1TL'T+4CCKIIII !I I I l I I I I I} I i V 2 rrscu z . z aaTrcv e( MSTALLAT ON CROSS SECTION ; PRODUCT REVISED dvYq MM IM ibNM aawYg Cab MDA-Ne. 1 T-1 Y11.31 E y nuee a Oty0112o21 N a[ p%MSANndu4 PF Fbi! PF Nn f4r82 UNunutrpr q. DAMES Q; Na 14752 GAD: BCIS Home I Log In I User Registration I Hot Topics i Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map 1 Links I Search I a Product Approval On USER: Public Userdbpr Product Aooroval Menu > Product or Application Search > Application List Search Criteria ...,, `:' ,, a,;y Refine Search Code Version 2017 FL# ALL Application Type ALL Product Manufacturer GAF Category Roofing Subcategory Asphalt Shingles 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 k ° TVDQ Ma u facturer x, € validated By. Status , amPkO VIA 'A FL10124-R20 Revision GAF John W. Knezevich, PE Approved History Category: Roofing 954) 772-6224 Subcategory: Asphalt Shingles Approvea Dy ubrk. Approvais Dy ubrrc snau oe reviewea ano raunea Dy ine rvu ano/or cne l urnm6slgn g 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 click here . Product Approval Accepts: ER Credit• Safe ti 'u I G" tI T JI S EVALUATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 800) 766-3411 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203)262-9245 Evaluation Report 01506.01.08-1122 FL10124-R20 Date of Issuance: 01/03/2008 Revision 22: 09/20/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 61h Edition (2017) 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 and FBC 1507.2.7.1 / R905.2.6.1. 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. TrinityJERD 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) 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: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 14" yil"" The facsimile seal appearing was authorized by Robert Nieminen, t,,,. P.E. on 09/20/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity lERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 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 6th Edition (2017) 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 / 1507.1.1, Physical Properties ASTM D1970 2015 R905.2.3 / R905.1.1 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 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 01/12/2000 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 05/09/2005 UL(TST 1740) ASTM D3462 05NK27924 02/10/2006 UL(TST 1740) ASTM D3161 05NK27924 02/11/2006 UL (TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 UL (TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL (TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL (TST 1740) ASTM D3462 06CA31603 12/01/2006 UL (TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL (TST 1740) ASTM D3161 07NK05228 03/13/2007 UL (TST 1740) ASTM D3161 06CA31611 04/04/2007 UL (TST 1740) ASTM D3161 06CA61148 04/09/2007 UL (TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 03/13/2008 Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1122 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-1120 GAF Asphalt Roof Shingles Revision 22: 09/20/2017 Page 2 of 6 Entity Examination Reference Date UL (TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008 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 1740) ASTM D3462 10CA11953 10/29/2010 UL (TST 1740) ASTM D3161,D7158,D3462 1ONK11951 10/30/2010 UL (TST 1740) ASTM D3161,D7158,D3462 1ONK12070 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 D3161,D7158,D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM D3161,D7158,D3462 11CA48408 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 06/18/2013 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 10/25/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 10/20/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 11/11/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Michigan Cty, IN 11/01/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Shafter, CA 11/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 11/11/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 10/25/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 10/25/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 10/21/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 11/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 11/04/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 11/03/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 11/01/2016 4. PRODUCT 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® ArmorShieldT", Monaco®, Sienna®, Timberline® American Harvest®, Timberline® ArmorShield'" II, Timberline® Natural Shadow®, Timberline HD®, Timberline® Cool Series®, Timberline Ultra HD® and Woodland® are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline® is a fiberglass reinforced S-tab asphalt roof shingle. 4.2 Hip & Ridge Shingles: 4.2.1 Seal -A -Ridge® Ridge Cap Shingles, Seal -A -Ridge® IR Impact -Resistant Ridge Cap Shingles, Seal -A -Ridge° ArmorShield'" Ridge Cap Shingles and Timbertex® Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R22 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-1120 GAF Asphalt Roof Shingles Revision 22: 09/20/2017 Page 3 of 6 a QOTRINI-ry ERD 4.3 Accessory Starter Strips: 4.3.1 Pro -Start® Eave/Rake Starter Strip Shingles and WeatherBlockerlm Premium Eave/Rake Starter Strip Shingles are starter strips for asphalt roof shingles. 4.3.2 QuickStart® 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 StarterMatch1m Starter Strip Shingles are color -coordinated starter strips for use with Grand Canyon® and Grand Sequoia° series asphalt shingles. StarterMatch1m are installed as the second starter for Grand Canyon® and Grand Sequoia® series installations. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 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 V,,d = 150 mph (V,,it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 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 V,,d = 150 mph (Vuit = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 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. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with 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 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: 6.3.1 Installation of asphalt shingles shall comply with the GAF current published instructions, using minimum four 4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions: h Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield, and Woodland require minimum five (5) nails per shingle. Slateline requires minimum six (6) nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. 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 GAF for details. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1122 Certificate of Authorization #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-R20 GAF Asphalt Roof Shingles Revision 22: 09/20/2017 Page 4 of 6 QOTRINI-ry ERD 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 GAF 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 "Lo S30 Fbof & Ra ffigSealan m 11.5" Sealant 1• (292 mm) 1. Sellante 255mm) (25 mm) Enduit d'etanch6ite 4 12' 305 mm) Nail Clavo 6 5/8' - 7 518' Clouer 168 -194 mm) 12' _ 305 mm) 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with GAF 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. 1 tss r 22'8 nim aailsill Q lanID IGrzduit d,htarte}iOiic t1W I;{l5 mrtiij i'T 6.4.3 Fasteners shall be in accordance with GAF published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R22 Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-R20 GAF Asphalt Roof Shingles Revision 22: 09/20/2017 Page 5 of 6 11-.I TRINITY 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 / R905.2.6.1. H. 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: U L LLC — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1122 Certificate of Authorization #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-1120 GAF Asphalt Roof Shingles Revision 22: 09/20/2017 Page 6 of 6 Florida BCIS Home I Log In I User Registration I Hot Topics l Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Product Approval FUSER: Public UserD Product Approval Menu > Product or Application Search > Application List Code Version 2017 FL# Application Type ALL Product Manufacturer Category Windows Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL ALL PGT Industries Single Hung ALL ALL ALL ALL ALL Sealrch„Results ApPlicatioos r g#e Tuoe Manufacturer Yailldated By `" Status FL239-R25 Revision PGT Industries Miami -Dade BCCO - VAL Approved History Category: Windows 786) 315-2590 Subcategory: Single Hung FL1435 R20' ` Revision-_` PGT Industries Steven M. Unch, PE Approved * History` Category: Wmdow§ ' 717) 317-8454 Subcategory. Smgle Hung a . s. r , Hpprovea Dy ubYK. Npprovais oy ubrK snau oe reviewea ana raunea oy me ruL- ano/or me k-ommission 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 click here . Product Approval Accepts: MeClreck pi!,; TRIC.4 M IAM I- ADE MIAMI-DADE 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) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable riles 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 "SH-5400" PVC Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony 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: None 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# 16-0714.04 and consists of this page I 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. 17-0630.06 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under previous NOA No. 15-0519.06) 2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform. Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer' NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. Submitted under previous NOA No. 16-0714.04) 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. Submitted under NOA No. 15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511, Edition (2014). dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under NOA No. 15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). r' Manuel Pere Product Control E amine NOA No. 17- 63 6 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated. 08/10/17, expiring on 02/28/18. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their `Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16,120. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5tn Edition (2014) and FBC 6" Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. Submitted under NOA No. 15-0519.06) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. Submitted under previous NOA No. 17-0714.04) G. OTHERS 1. Notice of Acceptance No. 16-0714.04, issued to PGT Industries, Inc. for their Series 5400" PVC Single Hung Window - N.I. approved on 08/18/16 and expiring on 07/3 0/20. Manuel P ye E. Product Control E xam' er NOA No. t,7--, 0.06 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E - 2 LL A, SEE 12" MAX SHEET 3 12" MAX. EQUALLY 17-718" MAX. O.C. SPACED ANCHORSPER TABLES 6 & 7 84" j j MAX. l 10" MAX. O.C. BUCK HEIGHT 1 j 13-3/4" MAX. O.C. EQUALLY j SPACED ANCHORS PER TABLES fi & 7 A 6-1 /2'. MAX. SEE SILL WEEP - NOTCH DETAILS, SHEET 3 LEG FRAME FIGURATION j FIXED VISIBLE I € LIGHT WIDTH I I I I FIXED VISIBLE LIGHT HEIGHT 1 O xi j 4 _fiII L— — // HEIGHT SASH VISIBLE j LIGHT i 12" MAX. T 17 8" MAX. Q.C. 91.78" MAX. BUCK HEIGHT 10" MAX. O.C. j 13-3/4" MAX. O.C. I T Al 6-1 /2" MAX. NO ANCHORS AT SIL SASH VISIBLE SEE SILL LIGHT WIDTH NOTCH DETAILS, SHEET3 ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH ORIEL/PROVIEW CONFIGURATION FRAME SEAM D, SEE SHEET 4 B, SEE SHEET 3 ---- 30" MAX. O.C. 12" MAX. C, SEE r — SHEET A A, SEE F SHEET 3t EQUALLY SPACED _ ANCHORS PER TABLES 6 & 7 EQUALLY SPACED ANCHORS PER TABLES 6 & 7 1 1 T 12" MAX. 17-7/8" MAX. O.C. sr' MAX. 10" MAX O.C. BUCK iL HEIGHT 13-3/4" MAX. O.C. SEE t SHEETS A 8&9 6-1/2" MAX. NO ANCHORS AT SILL B SEE SILL WEEP- D -- — - 52-1/8" MAX. BUCK WIDTH + NOTCH DETAILS, SHEET 3 ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO 75" HEIGHT SEE TABLES 4 - 7 MPACT RESISTANT SINGLE HUNG WINDOW fD TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). JD -BORNE DEBRIS REGIONS. COUNTY, USE ONLY MIAMI-DADS COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ONCRETE WITH MIN. KSI PER ANCHOR TYPE. IE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT 1S INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS R. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN THE ENGINEER, (EQR) OR ARCHITECT OF RECORD, (AOR). ALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS IING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. HOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS -CAPABLE OF TRANSFERRING APPLIED LOADS. TURAL TESTING AND GLASS PER ASTM E1300. TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E1300. STRESS DESIGN, ASD. EN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS UCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT EET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 0 ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/LIGHTER A'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINW if$16NIMA AL OFFICIAL \ , `( I VREVIEWEDBYBUILDINGON NN i NING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. NO. 587p5 SOUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. - MNDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN -- i n i r+o wr cn 'i'u nccir±ni o[7ccCl IpG RGr1k IIRFRAF NT F(1R THE VVINI"1f11N ELEVATION I SHOWN lA ANCH, SIMILAR ANCH( GENERAL NOTES ....................................... ELEVATIONS ............................................... FRAME, GLASS & ANCHOR OPTIONS...... INSTALLATION, FLANGE & EQUAL LEG/E INSTALLATION, INTEGRAL FIN & J-CHAN GLAZING DETAILS ............. — ................. DESIGN PRESSURES ................................. ANCHOR QUANTITIES ............................... EXTRUSION PROFILES .............................. ASSEMBLY & PARTS LIST .................. —.... CODES / STANDARDS USED: 2017 FLORIDA BUILDING CODE (FBC), 6T 2014 FLORIDA BUILDING CODE (FBC), 5T ASTM E1300-09 ANSI/AF&PA NDS-2015 FOR WOOD CON: ALUMINUM DESIGN MANUAL, ADM-2015 AISI S100-12 aAISC 360-10 Revision: UPDATED TO FBC 2017, 06/06/17 Description; nil .JPCZUU I I1 V l t-ntcnvi WUP 18" Air Space + 3/16" A Exterior Cap 4,5 8" Air Space + 3/16" T Exterior Cap 4,5M Substrate Min. Edge Distance Min. Embedment" ithem Pine (SG=0.55) 7/16" 1-3/8" Steel, A36* 3/8" 0.050" Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) minum, 6063-T5* 3/8" 0.050" them Pine (SG=0.55) 7/16" 1-3/8" rete (min. 2.85 ksi) A CMU, (ASTM C-90) 2-1/2" 1-1/4" ithem Pine (SG=0-55) 9/16" 1-3/8" Steel, A36* 3/8" 0.0501, Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) iminum, 6063 T5* 3/8" 0.063" ithem Pine (SG=0.55) 1" 1-3/8" ithem Pine (SG=0.55) 1" 1-3/8" ithem Pine (SG=0.55) 1" 1-3/8" rete (min. 2.85 ksi) 1" 1-3/4" d CMU, (ASTM C-90) 2-1/2" 1-1/4" rete (min. 3.35 ksi) 1" 1-3/4" rete (min. 2.85 ksi) 2-1/2" 1-3/4" rete (min. 3.35 ksi) 2-1/2" 1-3/4" A CMU, (ASTM C-90) 2-1/2" 1-1/4" late (min. 3.275 ksi) 1-112" 1-3/8" 1 CMU, (ASTM C-90) 2" 2" ISTRATE. R GROUTED CMU APPLICATIONS. r ie.Trnnn mini Substrate Min. Edge Distance Min. Embedment* Southern Pine (SG=.55) 3/8" 2-7/16" Southern Pine (SG=.55) 318" 2-7/16" Southern Pine (SG=.55) 112" 1-3/8"' Aluminum, 6063-T5* 3/8" 0.050" Steel Stud, Gr. 33* 3/8" 0.0451" (18 Ga.) Steel, A36* 0.0501, Material Min. Fy Min. F" Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco Aggre-GatorO 57 ksi 96 ksi Elco UltraConV 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksl 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 1 33 ksi 45 ksi Flange 2) 1-4 equal-ule, Oriel/Proview Cottage JgUdleJl[CGI., Arch -Top & Radius -Top Through the frame of the window...'... into Cc througl into Mi into D Box / Equal -Leg 4) 1-4 Equal-Lite, Oriel/Proview Cottage Square/Rect., Arch -Top & Radius Top Through the frame of the window...... into Cc througl into Mt Through the into 2 J-Channel 1) 1-4 Equal-Lite, Oriel/Proview Cottage Square/Rest., Arch -Top & Radius -Top integral fin...... into Mi Through the frame of the window...... into 2) into Mt Through the into 2) Integral Fin 3) 1-4 Equal -Cite, Oriel/Proview Cottage Square/Rect., Arch -Top & Radius Top integral fin...... into Mr Through the frame of the window...... into 2) mni IRt= a• FRAnAr- rnNFir;r IRATInNS EQUAL-LITE ORIEL COTTAGE mr_i tar= r• FaanAF cNaal=-q BUCK WIDTH BUCK WIDTH BUCK WIDTH- L w Y w Y M Lu 2 w Y rY1 W U L1 f RADIUS -TOP ARCH -TOPRECTANGULAR WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPRUVEU. SHArtS MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-9. 11 1 1 1 J! FIGURE B: FRAME TYPES Ft J-CF LYNN nONo.613705 Dj 4 D BOX OR EQUAL - LEG Of 3 D 00 INTEGRAL FIN r L ANCHORS RE -GROUP JR - 06/06/17 Description: r I o f I.1 In R l!1l L/1 r-%e" /r-r1 A R A 49 EMBEDMENT 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. crvloCvrvl GlV I EDGE DISTANCE I 114" MAX SHIM a d ° TYP. ANCHOR TYPE, EMBEDMENT AND 4. $ EDGE DISTANCE PER a SUBSTRATE, SEE TABLE 2, SHEET 2. a am 20 OPT. SASH TOP LIFT RAIL FOR ALL WINDOWS: 1 ANCHOR @ 3.55" FROM END AND AT 21 2? CENTER. FOR WINDOWS OVER 36" WIDE: ADD ADDITIONAL SCREWS @16-3/8" 46 47 35 FROM END. FOR WINDOWS WITH BOTTOM LOCKS: 18 ADD ADDITIONAL SCREWS @ 8-3/8" FROM END. 7]= J - 1/4" MAX SHIM NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG 4 FRAME SILLS USE EITHER LATCH OR BOTTOM LOCK. TESTED UNIT LOCATION: 6-5/8" FROM SASH END. FLANGE FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 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. 1X 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. BALANCE YPE VARIES WITH SASH WEIGHT FIXED VISIBLE r LIGHT WIDTH 16 SASH VISIBLE LIGHT WIDTH o U EXTERIOR 7 BUCK WIDTH HORIZONTAL SECTION A -A 1/4" MAX SHHIM l 7 =T E LE F c DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STE MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2, S 1/4" MAX. SHIM FLANGE FRAME SHOWN 10 OR #12 STEEL SELF -DRILLING - SMS (G5), SEE TABLE 2, SHEET 2. j 1/4" MAX. SHIM EQUAL LEG/BOX FRAME SHOWN EXTERIOR 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION ALSO REFERRED TO AS DAYLIGHT OPTION 4 / OPTION 4 OPENING) IS MEASURED FROM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH - 6-1/2" 17 j 4 I) ! I / FRAME INTO METAL FRAME INTO METAL YNN //vim Revision: CEvSF!1? ll% NO CHANGES THIS SHE No.58705 ' Description: 49 EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. SCREW SHOWN) 1/4" MAX SHIM TYP. ANCHOR TYPE, EDGE DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. NAIL SHOWN) - 19 20 OPT. SASH TOP LIFT RAIL FOR ALL WINDOWS: 48 1 ANCHOR @ 3.55" FROM END AND AT 21 CENTER. 22 FOR WINDOWS OVER 36" WIDE: ADD ADDITIONAL 45 46 47 SCREWS @16-3/8" 35 FROM END. FOR WINDOWS WITH 16 BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8-3/8" FROM END. NO ANCHORS REQUIRED IN FRAME SILLS IF ANCHORING THROUGH FRAME. 114" MAX SHIM USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEET 3). TESTED UNIT LOCATION: 6-5/8" FROM SASH END J-CHANNEL FRAME nlnTFc• SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 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. 1X 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. 3) VISIBLE LIGHT WIDTH OR HEIGHT ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VISIBLE LIGHT FORMULAS EDGE DISTANCE WIDTH @SASH_ BUCK WIDTH ; 6-1/2" ^ ^ iJ4 tvir n niiw 16 SASH VISIBLE 18 LIGHT WIDTH BALANCE YPE VARIES WITH SASH WEIGHT 30 1 EXTERIOR FIXED VISIBLE LIGHT WIDTH BUCK WIDTH HORIZONTAL SECTION C-C 1/4" MAX DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEE SHIM MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPEF 10 OR #12 STEEL y_ 114" MAX. SELF -DRILLING SHIM SMS (G5), SEE TABLES 2 & 3, l SHEET 2, INTEGRAL FIN FRAME SHOWN INSTALLATION OPTION 7 ANCHOREDTHROUGH INTPr.PA1 FIN INTn MPTAI L F QN`l LYAlty c rvsF i No.58705 *' z^ 'i 7 FIN AND/OR FLANGE REMOVED IN -FIELD f EXTERIOR 10, INSTALLATION C C OPTION 8 ANCHORED THROUGH FRAME 1 METAL (INTEGRAL FIN/FLANGE REP Revision: NO CHANGES THIS SHE Description: I r+uAKIKlC:l Q_ IKI-r=r--%DAI 3/4" NOM, 1/8" T GLASS 1 /2" AI R S PP 1 /8" T GL a EX LASS TYPE 1 NOM.GLASS FE TYP. YP. GLAZING DETAIL GLASS TYPE 2 3/16" A GLASS — 3/8" AIR SPACE - 3/16" A GLASS aEXTERIOR 3/4" NOM. GLASS TYPE 3 3/16" T GLASS 3/8" AIR SPACE - 3/16" T GLASS aEXTERIOR 3/4" NOI GLASS Kayision: NO CHANGES THIS SHE No. 58705 C Description: w r%E n-7inin n177-1-n11 e D.0 s50.0 tOD.O 50.0 100-0 50.0 100.0 50.0 AOO.O 50.0 100.0 50.0 97.1 0.0 50.0 1 100.0 50.0 100,0 50.0 100.0 50,0 100.0 50.0 100.0 t50.0 94.0 0.0 50.0 100.0 50.0 100.0 50.0 100.0 50.0 100.0 60.0 56,0 50-0 77.9 0.0 50.0 100.0 50.0 100.0 50.0 100.0 50.0 100.0 50.0 88.6 50.0 78.1 0.0 50.0 100.0 50.0 100.0 50,0 100.0 50-0 100.0 50.0 4W6 50.0 78.0 0.0 50.0 100.0 50.0 100.0 50.0 lom 50.0 100.0 50.0 64.2 50.0 75.2 0.0 50.0 100.0 50.0 100.0 50.0 10D.0 50.0 100.0 50.0 83.0 50.0 73.6 0.0 50.0 100.0 50.0 1D0.0 50.0 97.0 50.0 89.0 50.0 76.0 50.0 71.0 0.0 50.0 100.0 50.0 100.A 60.0 100.0 50.0 100.0 50.0 82.3 50.0 73.9 i0.0 50,0 lDD,O 50.0 100.0 50.0 100.0 50.0 100.0 50.0 79.0 60.0 70.9 0.0 50.0 100.0 50.0 100.0 50.0 100.0 50,0 100.0 50.0 78.3 50.0 70.3 0.0 50.0 100.0 50.0 100.0 50.0 100.0 50,0 100.0 50.0 78.5 50.0 70.4 0.0 50.0 100.0 50.0 100.0 50.0 100-0 50.0 100.0 50.0 79.5 50.0 71.2 0.0 50.0 100.0 50.0 100.0 50.0 1 100.0 50.0 94.1 50.0 78.8 50.0 71A Ip,O 50.0 100,0 50.0 90.9 50.0 1 89.3 50.0 89.3 50.0 74.9 50.0 69.1 0-0 50.0 100.0 50.0 10D.0 50.0 1 100.0 50.0 A 50.0 73.8 50.0 65.8 10.0 50.0 100.0 50.0 1D0.0 50.0 10D.0 50.0 93.2 50A 71.6 50.0 63-9 i0.0 50.0 100.0 5D.0 100.0 50.0 100.0 50.0 97.1 50.0 74.9 50.0 6TO 10.0 50.0 AMA 50,0 100.0 50.0 100.0 50.0 92.0 50.0 76.3 50.0 68.1 0.0 50.0 1DO.0 60.0 100.0 50.0 96.7 50.0 97.8 50.0 73.6 50.0 68.9 10.0 50.0 100.0 50,0 9&D 50.0 93.8 50.0 85.7 50.0 72.2 50.0 67.3 10.0 50.0 95.4 50.0 84.3 50.0 822 50.0 81.9 50.0 71.8 50,0 66.8 10.0 50.0 100.0 50.0 100.0 50.0 100.0 50.0 93.6 50.0 71.1 50.0 63.3 10.0 50.0 100.0 50.0 100,0 50.0 100.0 50.0 94.5 50.0 72.8 50.0 65.1 10.0 50.0 100.0 50.0 100,0 50.0 100.0 50.0 94.8 50.0 72.9 50.0 65.1 10.0 50.0 100.0 50.0 100.0 50.0 100.0 50.0 96.0 60.0 73.7 50.0 65.8 IOX 50.0 100.0 50.0 100.0 50.0 99.0 50.0 89.8 50.0 75.1 50.0 67.1 10.0 50.0 AMO 50.0 93.7 50.0 92.5 50.0 45.7 50.0 72.2 50,0 67.3 10.0 50.0 99.6 50.0 88.7 60.0 87.0 50.0 81.9 50.0 69.5 50.0 64.4 10,0 50.0 82.6 50.0 1 -71.2 50.0 68.5 50.0 67.1 50.0 66.1 50.0 56.2 f0.0 50.0 99.2 50.0 N.3 50.0 8&6 50.0 86.4 50.0 64.2 50.0 56,6 0.0 50.0 100.0 50.0 100.0 50.0 96.7 50.0 85.7 50.0 63.7 50.0 56.3 10,0 50.0 98.7 50.0 87.8 50.0 86.0 50.0 81.9 50.0 65A 50.0 57.8 10.0 50.0 88.3 50.0 77.0 50.0 74.6 50.0 73.6 50.0 64.8 50.0 58.8 7.3 50.0 79.9 50,0 66.7 50.0 6&8 50.0 64.2 50.0 60.5 50.0 W6 9.6 50.0 73.0 50.0 61.9 50.0 58.9 50.0 57.0 50.6 55.9 50.0 52.6 8,1 50.D 70.0 50.0 59.0 50.0 56.0 50.0 53.9 50.0 52.4 50,0 51.5 3.7 50.0 67.8 50,0 57.0 50.0 53.9 50.0 51.8 50.0 50.0 50.0 50.0 0.0 50.0 52.6 50.0 71,2 50.0 684 50.0 67.1 50.0 60.6 50.0 53.0 10.0 50.0 88.7 50.0 77.5 50,0 75.0 50.0 74.1 50.0 50.7 50.0 53.1 30.0 50.0 92.0 50.0 60.8 50.0 78.5 50,0 77.9 50.0 60.0 50.0 52.4 x1.0 50.0 OU 50.0 74.0 60.0 71.4 50.0 70.2 50.0 60.2 50.0 52.5 4.6 60.0 77.5 50.0 66.3 50.0 53.3 50.0 61.6 50.0 59.2 50.0 53.0 7.2 50.0 71.0 50,0 SO.0 50.0 56.9 50.0 54.9 50.0 53.5 50.0 51.5 5.0 50.0 E9.0 50.0 5&1 50.0 55.0 50.0 53.0 50,0 51.4 50.0 50.6 4.6 50.0 77.5 50.0 66.3 50.0 63-3 50.0 6t6 50.0 58.4 50,O 60.5 7.2 50.0 71.0 50.0 60.0 50.0 56.9 50.0 54.9 50.0 53.5 50.0 50.8 3.7 50.0 67.8 50.0 57.0 50.0 53.9 50.0 51.8 50.0 50.0 60.0 60.0 3.7 50.0 67.8 50.0 57.0 50.0 53.9 50.0 51.8 5D,O 50.0 50.0 50.0 ND QUANTITY 50.136 ED THROUGH THE FRAME N NM JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 1-4 k111Irr/jj W( LY /VA( Or, ErvsF No. 58705 1-7..- REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) H HT NO CHANGES THIS SHE Description: MC!0lf•nni MMC!001 IdC TAD 10.0 65.0 j 130.0 65.0 130.0 55.0 1 130.0 65.0 1 130.0 1+65.0 130.0 1 65.0 13u.0 SD.O 65.0 130.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 123.0 f0.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 136.D 65.0 122.0 1 65.0 113.0 10.0 65.0 1 130.0 65.0 130.0 65.0 130.0 65.0 13D.0 65.0 124.6 65.0 112.3 30.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 121.2 65.0 109.3 W,D 65.0 I 130.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 122.2 65.D 110.2 30.D 65.0 130.0 65.0 130.0 65.0 130.0 65.0 130.0 65.D 116.0 65.D 107.0 30.0 65.0 130.0 65.0 130.0 65.0 127.0 65.0 116.0 65.D 99.0 65.0 93.0 30.0 65.0 130.0 65.0 t30.0 65.0 130.0 65.0 130.0 65.0 115.3 65.0 103.4 30.0 65.0 130.0 65,0 130.0 65.0 130.0 65.0 130.0 65.0 110.6 65.0 99.2 30.0 65.0 130.0 65.0 130.0 65.0 530.0 65.0 130.0 65.0 109.6 65.0 98.A 30.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 109.9 65.0 98.6 30.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 111.3 65.0 99.7 30.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 113.8 65.0 101.7 30.0 65.0 430.0 I 527.2 65.0 1 125.1 65.0 116.0 65.0 99.0 65.0 a3.0 30.0 65.0 130.0 65.0 1 130.0 65.0 130.0 65.0 130.0 65.0 103.3 65.0 92.1 30.0 65.0 1 130.0 65.0 1 130.0 65.0 130.0 65.0 130.0 65.0 100.2 65.0 69.5 30.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 104.8 65.0 93.7 30.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 106.8 65.0 95.3 30.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 110.9 65.0 98.8 30.0 65.0 530.0 65.0 530.0 65.0 130.0 65.0 130.0 65.0 114.5 65.0 101.8 30.0 65.0 130.0 65.0 118.0 65.0 115.1 65.0 114.7 65.0 99.0 65.0 93.0 X0 65.0 130.0 55.0 130.0 65.0 13D.0 65.0 130.0 65.D 99.6 65.0 88.6 30.0 65.0 130.0 85.0 130.0 65.0 t30.0 65.0 130.0 65.0 101.9 65.0 91.1 30.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 130.0 65.0 102.0 65.0 91.2 300 65.0 130.0 65.0 130.0 65.0 130.0 66.0 130.0 65.0 103.2 65.0 02.1 30.0 65.0 130.0 65.0 530.0 65.0 130.0 66.0 130.0 65.0 105.4 6&0 93.9 30.0 65.0 130.0 65.0 130.0 65.0 129.5 65.0 129.5 65.0 109.6 65.0 97.4 3p.0 65.0 130.0 65.0 124.2 65.0 121.8 65.0 121.7 65.0 113.2 65.0 1D0.4 30.0 65.0 115.6 65.0 99.7 65.0 95.9 65.0 93.9 65.D 92.7 65,0 81.5 30.0 65.6 130.6 65.0 523.6 65.0 121.2 6&0 121.0 65.0 99.8 65.0 79.3 30.0 65.0 130.0 65.0 130.0 65.0 1 -130.0 65.0 119.9 65.0 89.2 85.0 78.8 30.0 65.0 130.0 65.0 122.9 65.0 120.4 65.0 AM2 65.0 91.6 65.0 91.D 30.0 65.0 123.7 66.0 107.9 65.0 104.4 65.0 103.1 66.0 93A 65.0 82.4 30.0 65.0 111.9 65.0 1 -96.1 65.0 92.1 65.0 89.9 65.0 K3 65.D 84.6 25.4 65.0 102.2 65.0 86.7 465.0 82.4 65.0 79.8 65.0 78.2 65.0 78.2 20.8 65.0 98.0 65.0 82.6 65.0 78.3 65.0 75.5 65.0 73.4 65.0 73.4 17.1 65.0 94.9 65.0 79.8 65.0 75.4 65.0 72.6 65.0 70.0 65.0 7D.0 30.0 65.0 115.6 65.0 99.7 65.0 95.9 65.0 93.9 65.D 84.9 6&0 74.2 30.0 65.0 124.2 65.0 108.4 65.0 106.0 65.0 103.7 65.0 84.9 65.0 74.3 30.0 65.0 128.8 65.0 113.1 65,0 509.9 65.0 109.0 65.0 84.0 65.0 73.4 3Q.0 65.0 119.5 65.0 103.6 65.0 99.9 65.0 98.3 65.0 84.2 65.0 73.8 30.0 65.0 108.5 65.0 92.8 65.0 B8.7 65.0 86.3 65.0 85.2 65.0 74.3 22.1 65.0 99.3 65.0 83.9 65.0 79.7 65.0 76.9 65.0 74.9 65.0 74.9 19.1 65.0 96.6 65.0 81.4 65.0 77.1 65.0 74.2 65.0 71.9 65.0 71.9 30.0 65.9 108.5 65.0 92.8 65.0 88.7 65.0 66.3 65.0 81.8 65.0 70.6 22.1 65.0 99,3 65.0 83.9 65.0 79.7 65.0 76.9 65.0 74.9 65.0 71.1 117.1 65.0 1 -94.9 65,0 79.8 1 +65.0 75.4 65.0 72.5 65.0 7D.0 65.0 70.0 117.1 85.0 94.9 65.0 79.8 1 +65.0 75.4 65.0 72.5 65.0 70.0 65.0 70.0 ND QUANTITY 50.136 tItIII/I OON L-T fV/V No.58705 RIOR JAMB 5 SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 2-4 REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) Revision: H Hl NO CHANGES THIS SHE Description: 11CC1/'3nl QMCCCII IBC TAGLEDTHROUGHTHEFRAME mum nun nnnnu©©no©ao©©n©©©uuunuu©unnnuu©uununun©©©a©©©©© 000©on©ono©an©oo©o©oo©oa©©o©©o©©oa©n©©o©ono©oo©©o©©©©©o©©o©© a©©o©©©©©©©©©©©©©©©©©©©©o©©©©©©©©©©©©©©© o©©aa©©©©©a©©©©©©©© Mum"m o!©ao©©©©©©©©©©m inn o o©©©©©a,©©©©©©©©©©©a num a©©©©©©©a inn©©©©©,©©©©©©©©©©©o©©o©©©©a©©©©©a©©©©©©o;©ao©©©©©©©©©©©©©©© 000©©o©run©oo©o©©o©oo©ova©o©©000v©©o©©o©©;o©oo©©rl o©©oo©um am o;©©a©©© Manua: o©©o©©©j©a©©©©.©a©;©©©©©o©©©©©©©©©©©©©©©©©© d©000©©o©vonrug©©o©©o©0000a©©,o©©o©©o©©o©©©©oo©o;ot©©o©©o©©'vo©000 o;©©© o©o©©©©©e©©©©©o©©©©©©©©©©©©©©©©©o©©©©©©©©© nuumm© o©©o©©©©©©©©©!©©©©©© o©©©©©©©©©©©©©©©©©o©©o©©©©©©©©©©©©©©©©©o©©o©©©©©©©©©lommum© o©©©©©©©©©©©©©©©©©o©©o©©©©©©!©©®©©©©©©©©o©©©©©©©©©©©©©©©©©© Zaino©©. man©©©©©©©©o©©o©©©©©©©©©©©©©©©©©©©©o;©©©©©©©©©©©©©©© o©©©©©©©©©©©©©©©©©a©©o©©©©©©©©©.©©©©©©©©o;©©o©©©©©©©©©©©©inn o man o©©o©©©a©©I©© o;©©©©a©©©©©©©©©©©©©©©o©©©©©©©©©inummu© v©oo©©o©©o©©n©©o©©,oa©o©o;n©©naminu©o©©unum numbun©o©©o©©in©snow WORN©©o©©o©©nunnumo©©n©oio©©oa©;v©aum Ma©o©aaoaooa©umm"m o©©oa© Munn" n©©oa©nann©©;onon©on000©©n©©n©©n©asa©oin©on©©n©©n©am©©n©© BIN uo©©o©'©0000000©©raa©0000©;©noon©©o©©o©©oro©oo©o©©in©©o©©o©©nn E aran©n©aon©mman©©o©©no©o©.©o©©o©on©©o©©ao©oo©o©©o©©ray©. Un© Mann 0000©©o©©©o©©o©©©©©©©©©©©©©©©©©o©©rl©©©©©©©©©©©Nunn o©©o©©©©©©©©©;©©©,©©© o©0000000000a©©o©©Fo©oo©oo©©o©©o©©gin©©;o©©o©an©osa©©o©©a©©o©©w©© raaon©on©©ran©0000©©oaoo©on©©a©©.n©nin©©inaaan©ao©onaaum I unna©!o©n oo©o©©nod©o©©o©©n©©orl©no©000000ra©©o©!©o©©ran©oo©o©on©©o©©o©!000 v©on©©a©ara©©o©on©©o©on©oo©©n©©o©©nn©Man alu©oaoo©©n©anaaln©©n©© raoo oo©oo©sao©oo©oo© 000 000ioo©no©ov©no©!ooa ono 000 rare©ona no©!on©no© 50.136 IIIItlI a NY LYN/y No. 58705 IlRED........ .." TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. RoWelon: NO CHANGES THIS SHE Description: A AlnullP_] ^1 1 A AI'TITV TA [ vaaaaa UMaaaaaaaa©oao0aaaaav©©OMaa©a0©aoaaii ownaaa©©an MUMaaM vaQaaa'oaaaaavaaaM©aaaaaaoana©Mauummummu muminu0onaMumma auninaa va00uainulM a©;©©aaaa MUMMUMaaanaaMaaaaaaaa i1ODDDOD©aa©aa©aa©ajaa© 0©aa©aaaaa©aa©a©a©oaaa©©©©©©'©©©©©©©©©©©0©©a;©©©©©©,©©©©©©©©© man aaaunnaMaaO©ODa aaa0aala©aaMauaa'aa©aaa anon©©0aa'a©ai ManuminuM Ma0afflumm aaa©MmUnummu 0n0©a00aaaaa'i1MaoODDaa Mona©©MMa©©©Ma'©aa Maoaa©aMaaaaMMaa©©©©M aaa'©aOaMaaa©aa©©MM©©© aaana© aMaa aaDDMaaM©©aaa'maO©maMMu awn man" aa©a©aaa aMMaaMa©Mum aaaaaaaaaaaaoaa©aaanaMaaaaiaa aaaM©0Ma©Maaa0aaa0a©©aa©'©0© a©aDa©aaa'aaa©a0aM©MaM©aaM©DOMMaMM aaMa©aaM0aoO D© MaOMuaaaDuaa© D©©©Maaaaaaan©DDaaaOOaMannan aM©aM©aa a'©© MaOuaaDau unaaM Mann amuumuu aaaummummua0'aaaaaauunn©nuuuunMaaaaaaaaaaa©aan annualMMMMM a©©Maaaa aaaaaaaaa aa Onaaa Iaaaaaaaaa Manua DD a Manua aaa a aaaaaaa a0a a UNUMMUMaaMauo Man. umOMaaa MMUMMM Mumma a0©nummunummUmauD©aDaaDaaDaaaa'©MDaaaa©aaaaaMM MMa anaaaM Mumma aaNunn MaoaMOlMaa©MaMaM;aaMMMM an0'mummuaama'ummummUMM aaaa:MMaMMaaM©an= aaaaaa'MaaaaMammunumMu MnD'aa0aaaa©aaaaaaaaaa Maaaa',MMaaaa;aaMMaa unnuumnuuumi naMM©Manua Munuummaa,numunumaaMaa aoauanannaaauM©©M Mai aaaaaaMUM©©©.aaaaaa M©iraaoiaaaMaaaaaaaM©aa aaaa©aa©MMa©aaaam uuwuuaaaa,auuUu numumu mODD©Oa©©©©amuuunu.uuu unium aDaaaaoilaaaa'OMaaaaaaaaila;0Ma0ODD©a 0©OaMaOMaaa©OMaOMM'Mau MQ;aMMan UuUmnalmum uaaaaaaOMuma!annuum as una'MMaama.nMauumnuuuua aaaaaaaa!aaMaMMMnaMaaaaaauMummu MannuuuMMaaMOMMaamaMMMaaaaaa aaaaaMu©©MannaMMu'Maaaaa;MMMMnanaaaaMMMa MaaaaanuaauuaMnnnaaaa UMMMM',MMa'M Man MMama ummum aaaMaana©©MMMMM MnnUumMauummumnnaaaaa unuuaaaaaUnaaaaam uaaaaaumaaaM'au©aauaMM Ma0aa0©aaaaaaaaaaaaaa u umaauaaaaiaaa l um.uuuuMM u©aaaaaaaaaa auaaaaan ai MMaaaaaunnumann Manua aa©aaa© aaa aaaaaaMaaaaa uuu namn©m aaaa©0 aaa aaaaaaaa©MaM a0;aaa aaaiaaMODDODD..aDaaa©MOajailaaaaaaaa©a aElaMaa;aa©,aL7aaaaaDa aaa aOMMaaaaMaaaaaaDa aaaaaa MaaMDDauMaaMMaa MnaaMOaaaaaaaaaMaaMM© aOMMa:aaa;aaa aMa'aM©aM0 aaa'aaM MO©.MOM Maa©aM`MaMIMMO Ma'naa MMa©aMOM man Ma'aMMUMa,MM Nunn mmanu I,MMaMMa!DOMMMMMMMMnaMMOIMMaMMaMMaaM©aM mmaaaa MUUMUU MMaau uaaaaa'aaa,aaaMaa,MaaaMM MaaaaOaaaaa©:aaaaaa©a Mama aaaaaMann aaa MMaaunium aaaaaaDaaOMm aaa©u0'aaa'ummUmmuaajan aaDaM0unusmUN Umm aaaaaaaaaDaaL7Ma'DaMOaM OaaOaaaa©aaaaaaaaa Dian©DaaDaMaa©aaa numaaailanaaaiaa©mummum aMa;Nana aaaua-amuumuu a©Oaaaaaaaanumnaa namaaaaaailaaaa©aaaa©m i!©a auDaaO©©aaaaaaaa Unaaaaaaaaaaaa,aaa MaaMQaaaaaaaaa©aaaaaa M00aauaaaMaaaOaaaaai, ooailai©aM'aaMnaaaaa Mi#oaa0aaa©aaODDaaaaaM Maanooaaaaila'MoaaOMUO aaaaaaaa aaa©OMai1©aM0 aaaaaa aDa aOM MaaMOM MauODD aaa aaa aaaMMaMM unum aaaaMaaaa:aMaaMOaaOaMaaoaaaa©Mannaaa0©MOaaaaaaaaa©©aaa MaaDDaaaMaa,MMa'nMm man Munn mm-M aMMaaa'aaaOMm OMOaMO';aaaa©a.aaaaaaaMM',aaaaMOilaaaaaaaai aaaM anaaa anaaan annumaailani aaa=ma naaaaaaaaai aMaMM©aa©aM©Manna mmum MaajaauaDan©a MaaMaOaaa;aaaaaa;MaaaaM M00©aOMa©aaaM0aM0aa0 MOaMMoMaaMMOMavaa MMoilMODMaummummummunn aailaMaL7aaaM®aaaaMMaM NOUNaOM©am©am©'am©aaaaaaaa©na©naaaM©ailm aaa',nm0'Daa'OME,aaaMaanm oawuoaloa©aaaaaaoaaoaoaa©aaaaaaaa©aaaaoMoaoaaooaaaaaaaaaaaaaa ZES WHEN USING THIS TABLE. 50.136 No.58705 RRED ............ TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. NO CHANGES THIS SHE Description: Anlr`L_ nD r\I IAKITITV TAG ME 2A44" 625" 625" f— J HEAD/JAMB 3.483" — --- 062" 2.444" Z o 6 FLANGE FRAME SILL 3 FIN FRAME 1.375" O HEAD/JAMB i 1.375' j- 1-1 1 J j-i, 3.483" 062" 2.444" mi OFIN FRAME SILL OEQUAL LEG FRAME HEAD/JAMB 3.483" { 062" 2.444" OEQUAL LEG FRAME SILL I- 1.215" 1002.' I 1.376" 2.176" 1.472" C 375" 974" o590" .471" .590" 355" . 050" 035" 070" OP I LIFT RAIL LIFT RAIL BEVELED 4 RAIL 17 COVER BALANCEOERE 18 SCREWSASH T OVER 19I N ERLOCK 20 INTERLOCK COVER 21 INTERLOCK 300" 4 I 754" . 750" 070" — 23 070" 791 " 1 1. 331" F nSTANDARD 26MEETINGRREINFORCE 1. 565" 050" 22 BEVELED INTERLOCK CO\i Revision: CENSN !- NO CHANGES THIS SHE No. 58705 7 t Description: 1A/ I AIn!'11Af CYTCI IC It1A1C cau a uai i iuo - I Ia311jc i v y ead & Jambs - Fin PVC ead & Jambs - Equal Leg/Box PVC Channel PVC ange PVC n PVC qual Leg/Box PVC PVC Bottom) PVC PVC er PVC 6005 T5 At er PVC 6005 T5 At er PVC nent 6063 T6 At I Reinforcement 6005 T5 Al foreement 6005 T5 At 270" Fin Pile 300" Foam Bulb Flex PVC 220" PolyPile 20" Finseal Interlock Mounting Screw) Meeting Rail Screw) 410 SS upport Plate 6063 T6 All PVC ice 3 (Con. Force Balance Screw) SS Nylon AS (Spiral Balance Screw) 410 SS on r System ith Hot Melt Butyl Material 47 720195&6 Auto Lock Cover Assembly Cast Zinc 48 76X1180PTX 6 x 1-1/8" Ph, FH SDS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast Zinc 50 76)34PPA 6 x 3/4" PH. PH SDS (Keeper Screw) SS 51 420181 UR Beveled Tilt Latch Corner Key PVC 52 420182 UR Pull Rail Tilt Latch Corner Key PVC 53 7634PHFL 6 x 3/4" Ph. FH SDS (Comer Key Screw) SS 54 420183 Tilt Latch PVC 55 420184 Tilt Latch Retainer PVC 56 720207 1" Tilt Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 720192 Metal Tilt Latch Finger Pull Cast Znc 59 420180 Pivot Bar Comer Key PVC 60 720206 Pivot Bar SS 63 720191 Sash Pull Handle Cast Zinc 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc 65 7834FPT 8 x 3/4" Ph. FH SDS (Pull Handle Screw) SS 66 420188 Bottom Latch Strike Plate Cast Zinc 67 7858B 8 x 5/8" Ph. FH SMS (Strike Plate Screw) SS 73 720136 I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 75 71646N Setting Block (718" x 1" x 116"), 85 +/- 5 duro. EPDM 80 61012 Extruded Screen Frame Alum 61 61011 Roll -Formed Screen Frame Alum 82 7CKGLB21 Screen Comer Key for Extruded Frame PVC 83 47042 Screen Corner Key with Pull Ring PVC 84 47041 Screen Comer Key without Pull Ring PVC 65 7CASPM Tension Spring SS 86 61816C48 Screen Cloth Fiberglass 87 61635/61614 140" Screen Spline (Machine/Hand Roiled) Vinyl See this ti ti I I I I 1 Sheet for \ BONY LYN/y Materials ' ,crvnrSF , l P1o. 58705 e EXT. GLASS INT.GLASIE 76 KODISPACE 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS —\ ALUMINUM REINFORCEMEN 5/16" NOM. R, STAIN E INT. GLASS 7a DURASEAL® SPACER NO CHANGES THIS SHE Description. MIR 1 ter- RAA-rr-MlAI inr_%Rj 14 uFS 0 BP NG LY 5i OR 52 OPT. PULL RAIL INTERLOCK & COVER MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS CONSTANT FORCE BALANCE 43 SPIRAL BALANCE SASH ASSEMBLY DETAILS EXTERIOR a7TacHr~s ro------------ ea Nc OPT. BEVELED INTERLOCK COVER MITERED FR/ INTERIOR AN FRAME WELL evision. NO CHANGES THIS SHE Description: rvr%i r%r%r-ram A C+ rn ArlI Xi Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Slats & Facts I Publications I Contact Us I BCIS Site Map I Links ! Search b a x Product Approval USER: Public User 9g9g Product Aporoval Menu > Product or Apolicati on Search > Application List Search Criteria" Refine Search Code Version 2017 FL# ALL Application Type ALL Product Manufacturer PGT Industries Category Exterior Doors Subcategory Sliding Exterior Door Assemblies 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 Search Results -Applications FL# Tune Manufacturer Validat-664 FL251-R30 History Revision PGT Industries Category: Exterior Doors Subcategory: Sliding Exterior Door Assemblies Miami -Dade BCCO - VAL 786) 315-2590 Approved FL21179-R2 Revision PGT Industries Category: Exterior Doors. Subcategory: Sliding Exterior Door Assemblies Steven M. Urich, PE 717) 317-8454 Approved History Approvea uy uuvK. Approvals oy uo srau ue revieweu gnu raoneu uy aie r anu/or uie ummusian n necxssary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_. Product Approval Accepts: eChecY: Crddit Card Safe tiecuritw mtA xlcs•' https://floridabuilding.org/pr/pr_app_Ist.aspx[12/4/2018 3:41:44 PM] MIIAAMFMDE MIANO-D,1DE COUVry UPRODCT CON-1ROL SECTION 11805 SW 26 Street. Room 208DEPARTMENTDFRT.CULATORY AND ECONOMIC RESOURCES(RER) Miami, Honda 33175=474BOARDANDCODEADMLND5RATIONDIVISIONTf786)JIS-2590 Ft786)315-2599 NOTICE OF ACCEPTANCE {NOA) m a nid d .gn,/ enomy PGTlndustri a, Ina — 1070 Teehnolagy Drive, Nokomis, FT. 34275 SCOPE: Phis 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 AH1 (in atoms other than Miami Dade Coutiv) 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 AHD 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 detcmthted 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 "SGD-670" Aluminum Sliding Glass Doom w/ 900 & 1354 cornam -NI APPROVAL DOCUMENT: Drawing No. PGTO128 Rev C. titled "Series 670 Alum SGU-.Noa-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and styled by L.vtm Miller, P.E., beuring 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 LViPACI RATING: Nose: Approved Hurricane Protection devices, complying w./ FDC, as applicable are required. Limitations: 1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height & width per cables I thm 3. See sheets 6 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP limits, applicable Standard or Heavy Duty pate and anchorage requirements. See T'yp. Ins0d.li r in sheet 10 for straight configured units, sheet I 1 for comer units and shear 14 for pocketed units. Pockets & Egress requirements to be reviewed by Building official. LABELING: Each unit shall bear a pemrmlent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted hen:in. RENEWAL of this NOA shall be considered after. renewal application has been filed and there has been nn change in the applicable building code negatively aff ling the performance of Nis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, usc, and/or manufacture of the product or process. Misuse of this NOA a, an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this `DOA. Faihue to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISFNTENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed b-y the expiration date may be displayed in advertising literature. Warty portion ofthe NOA is displayed, then it shall be don. 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 thejnb site at the request of the Building 011 This NOA revises NOA H 16-0629.03 and consists of this page I and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. nwatwoa eouerry NOA No, 17-0420.09 Expiration Date: April 07, 2020 Iy' 1^ Approval Date: October 1 Page l PGT ]ndustrim lea NOTICE OF ACCEPTANCE: EVIDENCE SUBMITHM 1. Evidence submitted under previous approvals A. DRAWINGS 1. Nfanufacturer's die drawing; and sections (submitted under files See below) 2. Drawing No. PGT0128 Rev B, titled "Series 670 Alum SGD-Non-Impacel, sheets I dim 22 of 22. prepared by manufacturer, dated 02-02-1.4 and last revised on 06108/16, signed and sealed by L.y" Miller, P.E. B. TESTS 1. REF Test report on 1) Uniform Static Air Pressure Test- per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 20 1 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation dingnun of Aluminum Sliding Glass Doors (n;' CPS, Super, Cardinul & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FFL-8717, FI'L-8970 and bT1,8968, dated 02/15/ 16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, PE. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air pressure Test, per FBC. TAS 202-94 3) Water Resistance Test. per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory. Inc., Test Reports No(s) FFL-5979, FTL -5980, F-rl - 5994, FTL-6002, F-FL-6034 & FT11,6035, dated 08110/09, all signed & sealed by Julio Gonzales, P.E. (All above rest reports submitted under ides # 14-0123.11,':1I-1018.17/a09-0826.13) 2. Reference Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large lvfissdc 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 (b) and TAS 202-94 Along w/ marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testin¢ Laboratory, Inc., Test Reports NoFTL-7554, dated 11101/13, signed & sealed by Marlin D. Brinson. P.E (This file has addendum letter dated 08/14/14 & marked -up drawings dated 08/19/14 & revised interior astragal marked -up Dwgs dated 11-11-13, all issued by Fenestration Testing 3. Additional REF supporting test 4 FTL 5254, FM 5930, FTL 5987 and ATI72138.01401-18. 4. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201,202 203- 94, issued by Fenestration Testing lab (Pest report submitted under file #15-0430.08). CALCULATIONS ( submitted under file #14-0123.11) 1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on 01/ 30/15, sheets I thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTME-1300-02, -04 & -09.. Product Control Examiner NOA No. 17-0420.09 Expiration Date: April 07, 2020 Approvol Date: October 12, 2017 E- 1 PGT Ind ustries, I.e. NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED D. QALITY ASSURANCE I. Miami Dade Department of Regulatory and Economic Resources (RER). F. MATERIAL CERTIFICATIONS 1 None. F. STATEMENTS (submitted under file #14-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5i° Edition) and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 15-1013.14, expiring April 07, 2020. 2. Test proposal # 16-0125 dated 03/09/16 approved by RER. 3. AAMA Technical Paper fur SGD & Ili -fold doors referenced to FBC 2014 (5" edition). 4. Test proposal dated 6/4113 & 08/12/13 approved by Jaime Gascon, P.E. 5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impnet", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17. signed and sealed I by Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS I. Anchor verification calculations and structural analysis dated 04/18/1.7 and last revised on 08/09/17, complying with FBC-217 (0 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.H. 2. Glazing complies with ASTME-1300-02, -04 &-09. D. QUALITY ASSURANCE i 1. Miami Dade Deportment of Regulatory and Economic Resources (RER). E. MATERLAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FDC 2014(5'h dition) & FBC 2017(6' Editon) and letter of r no financial interest, prepared by PGT, dated 04/ 18/ 17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. Thus NOA revises NOA # 16-0629.03, expiring April O7, 2020 Lstim L Cllanda, P.F_ { Product Control Esnmlaer NOA No. 17-0420.09 Expiration Date: April 07,2020 Approval Data: Oetoner 12,2017 E-2 SERIES 670, NON -IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90'/135' CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSTIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 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 6.14. 4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) 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) TEST REPORTS: FTL-5254, FTL-5979, FTLS980, FTL-5987, FTL-5994, FTL-6002, FTL 6034, FTL-6035, FTL-7554 AND AT] 72138.01-1401-18 GIB95 Type Description (Lisaed from Exterior to Mdor) GI Lill' TEMPERED GLASS G1A VV TEMPERED GLASS C2 P I.G.: 3118' TEMPERED (LASS 5!B' AIRSPACE - 311e' TEMPERED GLASS G2A 1' I.G.: iMn TEMPERED GLASS - 17l AIRSPACE + IIV TEMPERED GLASS DESIGN PRESSURE RATING IMPACTRATING 6EETABLE51,2830N NOT RATED FOR MISSILE SHEETS 8, ] d 8 IMPACT RESISTANCE CODES STANDARDS USED: s2017 FLORIDA BUILDING CODE (FBC), 6(H EDITION 2014 FLOPDA BUILDING CODE(FBC), 5f EDITION ASTM E1300419 ANSUAF& PA NDS-2015 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADIk2015 AISI SI-12 AISC 36D10 GENERAL NOTES ............. i EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS............ 4.5 ANCHORAGE ..................... 6.14 DESIGN PRESSURES....... 6-8 INSTALL DETAILS_...........12-14 ELEVATIONS.......... _......_. 15,T 6 PANEL I SILL TYPES......... 17 CROSS SECTIONS .......... 18,19 PARTS LIST ....................... 20 EXTRU S IONS .................... 21,22 I JR 1 c-77 1 C I UcDATED TO RC 3117, REV TABLES f, 2, 36 A I K lEA9C6. R 34215 011) 460.y6® CERT D ALTR A,o 2W Anclwr orolLP 1nc° Of Ty}ta Fnme MsmbarSubffr b Wn. FdO. DimnceMin. O.G DWandfin' aLt• I TNclorcss A M21& B SMS. Fy: 60 kM. F„=95 DID' 12. 10 SS SMS, IF,- 90 kill, Fe I ID ksi) All Sauthem Pin(SO =0.W5 W16' 7/C 1.Y8' 6063- T5 AMmioMn 316' W16' 0.09T A36 Smel 316' 9/16' OMT Gr. 33 Steel Sow 31W 0118- D.D45- (18 Ga) 1/ 4n Eko A99r lcnb Fy57 ksi, F„ W ksi AP Connb min. 2.22 kill 1.1R' 3' 13B' JNnb / Ph Faled Block ASTM C90 7 3' 2' Jamb / RhuOk Hollow Block TM C90 2' 3' 1-114- AB So,oNnn Pin(SO =0.55 1' 1' 13r B 12 Bowl SMS (Gr. 5) min, of 38seaik beyond mMN subeMta) All Pink, (= 0.55) 9116 6' 1 Ive, 6W3. T5 Aknnlnm 31W W16' O.OW A36 SW.1 Wr Wien 0.050' Gr. M Steel StW 316' W18' 0.045' 16 Ge C 1p' Eko L"MC07V F,= 155ksl, Fein ksi AD Corcnn (min. 2.65 kel) i' C 1-YB' Jamb/ P41ook Hollow Block(ASTM C90) 1' 6" 1.11, VV Eko UO.C'.* Fy155 kai. FeI77 ksi All Concnl. (min. Z85 ksi) 2-1/2' 4' tail' dnb 1 fo w F9Md Block STM C90 2.11Y 4' 1.3W Amb1 P hook Hollow Bbck ASTM G90 2.1/Y C 1AW D VC 410 SS Dion CnteFlez® F,,- IV.4 kM, F„= 1aS T ksi HMad I &II Gannet. (min. 3.35 kill 1' 4' 1.314' Jamb i Pllook Canute (min. 3.35 kai) 1 6' 131d' Jamb / P4 k k HVbtY Block STM C90 2-12' B' 1-Vol' All Smnhem Pln 6=O.Ss 11 1n 1.3I8' 1) MERE SUBSTRATE CONDITIONS REQUIRE ANL;HORAUE FHUM MUHE InArv— trr I ne - is 1. nerve, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE, 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS, 5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE, ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI- DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A. THIS SHEE 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1.1/2' THICK. f+Loot:c rREvtBm PROPERLY SECURED. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS "oyfwt"i°ri`Ftkl INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS .W.a C«MNeL7-O 2n• Qr.... y aS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. 1X AND 2X BUCKS Erpk_uRelA vx oT ar?G WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER 4(SI..w, LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 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 11"I I I I i 111 NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX, 1/ 4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY a0.•` N •'7 /', SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF Z No ,y70B SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED Tt T BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.TE GENERAL NOTES AND MAP Kifto D/ U ALUM. JLiU-IVUIV-1MYHl.1 "111111"- A. LYNN MILLER P.E SGDWO NT$ 1 > -PGT8118 ( P.E.A M705 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 1 MAX. UNIT HEIGHT / t PER TABLES I3 vocrtET I ter---' 1-PANEL , 1 CONFIGURATIONS MAX. UNIT WIDTH - NOM. PANEL WIDTH 1 1 PER TABLES 1-3 MAX. UNIT f HEIGHT PER TABLES 1-3 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH LOCATIONS USING DETAIL 'Jw ,'Jc','KW OR'Kc' INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXP, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION NOM, PANEL WIDTH 1 CAN BE OXXXp. PER TABLES 1-3 2) 90' & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 1 MAX. UNIT 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. HEIGHT PER TABLES 1-3 j 1 X' = OPERABLE PANEL, O'= PANEL, INOPERABLE p POCKET DETAIL LETTER r w = WOOD OR METAL INSTALLATION 2-PANEL c' = CONCRETE INSTALLATION CONFIGURATIONS i t—SHEET NUMBER MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH - T' DLO HEIGHT =DOOR UNIT HEIGHT - NOM. PANEL WIDTH 1 1 1 1.t86' PANEL HEIGHT =DOOR UNIT HEIGHT880' PER TABLES 1.3 i I 1 J` r-- i o MAX. UNIT 1 p HPII 1 1 1 I- z Ji iW TABLES,-3 3- PANEL CONFIGURATIONS 1 1 MAX. UNIT WIDTH f-- PilCta-At3 1 R I la 1 /:a 7Qa) E1 R/ fV il7 N. • Ersce n.xm D( 111/J 1B» cmc cr.umt male NO LUNGES 4- PANEL CONFIGURATIONS 1 r 1 MAX. UNIT WIDTH NOM. PANEL WIDTH A. PER TABLES 1-3 1 i 1 i tl MAX. UNIT HEIGHT1 SOETE 6. PER TABLES 1-3 z TMB s"EEr. r1 ij Q CORNER, VYPS OUTSIDE CORNER SHOWN, z N,.St7o It INSIDE CORNER SIMILAR) EXAMPLECONFIGURATIONS 0-"`. _' 10R' DR " Ak SERIES 670 ALUM. SGD - NON -IMPACT S/ONAt EN `` R. t" N4LIR A:e 7PG'R1128 IoNTS2 • 22 C P.EJ salon EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = 355-7116' @ 96- HEIGHT 300-1/4' @ 120" HEIGHT NOM. PANEL WIDTH 1 1 1 t 1 PER TABLES 1-3 t 1 t MAX. UNIT 1 HEIGHT, 1 96' OR 120" 11 6-PANEL CONFIGURATIONS NOM. PANEL WIDTH _ PER TABLES I3 I MAX. UN T HEIGHT t PER TABLES 13 L NOM. PANEL WIDTH _ PER TABLES 13 1 1 MAX UNIT t 1 HEIGHT 1 1 PER TABLES 1-3 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL'JW,'Jd,'KW OR'Kc' INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. i 2) 90° d 135" CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. t i j g w g PANEL WIDTH, SEE TABLES 13. 3) FOR NOW S & X' = OPERABLE PANEL, T m O'=INOPERABLE PANEL, p'=POCKET I t t t DETAIL LETTER v!' = WOOD OR METAL INSTALLATION if'T F7fFTiblfCT F1 m ram m CONCRETE INSTALLATION L—SHEETNUMBER DLO WIDTH= NOM. PANEL WIDTH -7' 14 1 DLO HEIGHT = DOOR UNIT HEIGHT -10.125' PANEL HEIGHT =DOOR UNIT HEIGHT -1.866' POLJ(ET 7-PANEL CONFIGURATIONSlill 3 fEl E7iFTiF7iElQ.7 PANEL CONFILiUFZAI IUNS 16MTEtlMQIOGYpRM K VE,j FI NS)3Nf114l0.1BO0 cENr. ovwrn. n nT+f i3a.a!'.l3a 7 ®iETi FRIES 670 ALUM. SGD - NON-IMPAG I Z[ — NTS 3 > 2z ~PGTBIIB rNOO" f REVI WD orMby-k.l. FV414 ww.+c. Y No. 5870,5 OT S A g j ,r[f/: SI NAL ENS.`• A/tYgWNR1Eh`, P.E. P.E Y %706 PANEL CONFILiUFZAI IUNS 16MTEtlMQIOGYpRM K VE,j FI NS)3Nf114l0.1BO0 cENr. ovwrn. n nT+f i3a.a!'.l3a 7 ®iETi FRIES 670 ALUM. SGD - NON-IMPAG I Z[ — NTS 3 > 2z ~PGTBIIB rNOO" f REVI WD orMby-k.l. FV414 ww.+c. Y No. 5870,5 OT S A g j ,r[f/: SI NAL ENS.`• A/tYgWNR1Eh`, P.E. P.E Y %706 GLAZING DETAILS (G1 & G1A) 3/16' T GLASS 74 EXTERIOR a, 3l4' NOM. GLASS 79 BITE EXTERIOR 5s 3/16- TEMPERED GLASS TYPE G1 va r cuss 7+ rRooucr REvsep EXTERIOR ea MMt v+e ue flwW lac.[CeM L7_42n.GiaAtcppwtW 3/a'NOM. Gu55 M1d M cl Csr.1 BITE 8 54 1/4" TEMPERED GLASS TYPE G1A 11111 i111 pO(',' GLAZING NOTES: 10n TEp1AYJLOGYORIVE R, wacE, n.anvs GLAZING DETAILS x S °RIDS''' ` F` S/ T = TEMPERED rynl+Ao-reoo SERIES 670ALUM. SGD-NON-IMPACT NG.`• JR 049E%7 C NOC -Ws TR/s SHEET cExT. a=AVrKa d+. rw A. 11 MILLER P.E. swan NTS 4 22 PGT0128 C P.E.+We 4 GLAZING DETAILS (G2 & G2A) 1-- 1' NOM. 3/16" T_ GLASS — W AIR SPACE 3/15' T GLASE EXTERIOR an. 1/4' T GLASS 12' AIR SPA 1/4' T GL EXTERIOR a r 3/4' NOM. GLASS BITE 1' I.G. GLASS TYPE G2 I— i' NOM. --1 3/4' NOM. GLASS BITE 1" I.G. GLASS, TYPE G2A GLAZING NOTES: T =TEMPERED m oTmar7 c No auNCEs rNrs JR 01lMM4 SILICONE STRUCTURAL 114'NOM. POLY ISOBUTYLENE WITH oESICCAM E)Ci. GLASS Nr. GLASS KODISPACE C 4SG TPS HOT -MELT BUM STRUCTURALSILICONE .__ 9I10,NOM FOAMWITH DESICCANT EXT. GLASS INT. GLASS SUPER SPACER® NXTT" ALUMINUM REINFORCEMENT PGLYISG- DESICCANT FILL AREA BUMENE 6/16' NOM, S1r NOM. SEAL BUTYL a SILICONE SEAL ROLSSL-F TEELDESICCOWMTSTAINLESSSTEEL EXT. CLASS EXT. G ASS TNT. GLASS INT. GLASS fROW [ f aevas DUF2ASEAL® XL EDGE" etc00. °`' SPACER GSPACER A° "'"• 17aY2,-15ft4M/W 0, a Gr1a4 M VFMCE ltltDe ryn/wtafaA CFRF OFAIm[ INm! Part11 Description 124 KommefinB 4SG TPSSpaoer System 125 pe Spxer nXf with Hat Melt ButylOuanexSuper jShwt126Ouart. Dumseal 127 Cardinal M. Edge Spacer REFERENCE TEST REPORTS: FTLd7I7. B9ea 8 tl K11=b DIU ALUM. DUU - mum-IMYAL.I aooem N7S 5 + 22 PGTD>28 nII No. 58705 A0G "g6 :.4 S ONAI ECG lulu II11I`\` A. LYRN MILLER. P.E. P.E.Y 6e705 Design Pressure (DP)md Anchor Quantities Retiuked, (for all approved configurations an Sheets ill, 3) a:'.`le^:'f:1 1^„fT.Te1iRR1 o000000000000000 0000m000 a0000000 000m00000000000 000mooiom000m000 mmmmmmmmmmmmmmmmm mmmm mmmmmrmmmmmm m000 000m000m000. m00000000000m000, mmmm®m mmfm mmmra>trm®m. fTTr T'E7® m000m000 000 000 HUH GIAMYLt VN UJINta IPtl , CC JnLLI r. DLO WIDTH = NOM. PANEL WIDTH - r DLO HEIGHT = DOOR UNIT HEIGHT - 10.125- PANEL HELD HT = DOOR UNIT HEIGHT - 1.866' PtlLC 1P: SO] Height to Max. (+) DP Water Infiltration Rating) SIII iti—Height (+) D"n rOHLENGT-HFlatorBox, ass, pSheet17) GTH FYah-1-1f2' ses rxna 3 OH RATIO = OOH HENGH7 1 LDw-2-1/r +49.67 Median-3.1/4' -80.0 H h-4- +90.o EE NOTES 1-3 SEE NOTE 3 NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4- SILL 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4', 3-1/4- AND 2-1/2' 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, MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAMr THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10.14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. - Interlak P-hook lockstile @ Iamb Straight AttragalAssembly Lotknile @ Straight Astragal 90' Astragal AmembN Lodadle @ 90'ASVagal 135' Astragal Assembly Locksllle @ 135'Attragal Standard5tiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavyduty5tlle Heavydutysme Heavy-duty Stile Standard Astragal Outside Corner„ II Ooulside 4UD!r Comer CornerInse Outside Inside Corner Corns Part p601x2) Partk60 Part k60 Part k601St,111 Part k671AslragalJ Part 960 Part # 61(S61e) Part kllg (Corner Pan#119(Out.) parttl120 ( In.) Part#61( StIle) Parts#3l & 932 Part 461 Receiver) Corn. & Fxd Mount) N kF14CE AJaITJ DPANDANCHORAGE p I) b0.11Aa rAeIF t IFAx acAvm 48Ntl u SERIES 670 ALUM. SGD - NON -IMPACT smem NTS r 6 + 72 PG7D12a P.Ekm— i4jll YT L7%tf.+'5..F:J Q3+'it-t Y.x.'',[' oloo.. aaaaar.•.tra 1: IllIlloa mr+-. Ill .1i...00aa©000tooaaoo r.r r+a+•r..+•,_ r•er-....-'^-t.l i SICiQ dffi iLdli&M mm000m000m000maaammmmmmmmmmmmmmmm ImIml m®©®gym©mmm®®mmmLID®®®®®®® maammaammaammaammmmmmmmmmmm®mmm o mmoommoommaommoammmmmmmmmmmmmmmmat. EMU p®maa®maa®mOal®mOiO MIMI mmilD®mmm®mmm®mmm 0 7m 1mmmm®®m®mmmmm mfm®mmm E mmmoammaommaommao,mmmmmmmmmmmmmmmm mmm®Qimmm l®mmm mmmmlmm Om©mmm t moll mOaammammOOOmli i EM®mL'gi® pma0 7mOOt1ma0am®®® F>cAMHLt UN JHtt I D Staight Astragal Lcckstile 90'A Lock& I.9a 136'Asttagal Interlock P-hook Locksdle@lamh A55embly Straight Astragal blyalAssembly 90' Astragal Assembly 15'Asile@136' Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty5tile Heald-0uty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal leCOutsideCorner. I Outsidecorn InsideCom Q f,—.J{+ rb.JJ11a Inside C • I) Inside Cormr Outsidecorner Part467 ix2) Part Mfil Part A61 Part 961(Stile) part p67 (Astragal) Part M61 Part a61(Stile) Part 4118 (Corner part Mll9 )put.) Dart g120 (In.) Part #61(Sole) Parts p3. d M32 Part M61 Receiver) Corn. g Fxd Mount) NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4- SILL. 2) WHEN USING THE 2A 2• SILL, POSTIVE WATER OF IS 46,67 PSF MAX WHEN USING THE 3-1/4- SILL, POSITIVE WATER OF IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRIES, UNCHANGED). SEE TABLE 2A. OH LENGTH 3) 4', 3-1/4-AND 2-1/2. 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. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR I OH RATIO 2 1 WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION, OH LENGTHREQUIREMENTSWHENREQUIRED. O o 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS OH RATIO = OH HEIGHT6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED, SEE NOTE 3 KYEr4cE RaaziJ-- DPANDANCHORAGE ryn14at4,em cmc ofAUM RATAa SERIES 670 ALUM SGD - NON -IMPACT a..xa scoe7o NTS 7 + 22 PGT0128 TABLE 2A S01 Height tc, Max. (+) DP Water Infiltration Ratatg) Sill Riser Haft (+) Design Flat or Box, see Pressure, psfSheet17) FWah - 1-1/7' see rota 3 L_-2-1/2' +48S7 Madlun - 3-1/4' + 60.0 High- 4' +90.0 i.. SEE NOTES 1-3 OLO WIDTH = NOM. PANEL WIDTH -7' DLO HEIGHT= DOOR UNIT HEIGHT- 10.125" PANEL HEIGHT= DOOR UNIT HEIGHT -1.SW 1° uuyl.e aw,r iraeae+ PLrwMa Da11_yt:,(262,6 Avy a1i1, 1 P,w,laCeer.11 rift 11u14r/, V Q _ A. LYW MILLER, P.E. P. EA w1w TB 3: Design Pressure (DP) and Anchor Quandtles Required, (for all approved configurations on Sheets 2 & 3) For 9omer artrpd—Jonige on 9P or 135' comer units, w sheet 11 MTable .pplie. N.1(ib. types and— N. StWAetr.g.1 treeflow .n80. Wbx P.nm (+) DF may ba IimBed by Table 3A. Door llrit 8' DLO 8' DLO O W-7/8' DLO Anchor Type Anchor Type Ancl or Type Anchor Type A B C 0 A B C D A B C D A B C D Gr1 aCNt17' tbe0fSl11 G+1 G+1 G+1 U+1 G+1 G+1 04-1+G+1 G+1 G+7 G+1+G+1 G+1 Gal 2P DLO Jamb 10 8 8 e 70 8 B 8 10 8 8 8 10 B 8 8 P-Iaok I+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 1 7+8 7+8 1 7+8 7+8 7+B 7+8 7+8 Design Pre— P00/-1w.5 900/•1503 90.0/-138.2 W0/-125 23' H-&SIII CB+2 C8+2 CSa2 C5+2 C6a2 C8+2 C5+2 CS+2 C6+2 C812 C5+1 CSa1 C8+1 Uat C6N C5+1 30, DLO Jamb 14 12 8 8 14 12 8 8 1+ 12 8 8 14 12 8 8 P-hook 9+10 9+10 9+10 9NO B+10 9+10 9+10 9110 9+10 9110 1g+10 9+10 9+10 g+10 9+10 g+10 Dest. P-- 90.01-130.4 9d0/-lXv 90.01-120 a900/41,18 2g' tbad/591 08+2 C8+2 C8+2 C5+2 Ua2 C8+2 C5+2 C5+2 C8+2 00-2 C5+2 05+2 C6+2 C6+2 2 CS+2 30, DLO Jamb 14 12 B 8 16 12 B e 14 2 8 8 lA 12 a B 5g P4—k 91fo 9+10 e.10 B+lo 8+10 B+10 9+t0 9110 9+10 e+10 e+/0 9+10 9+10 9+10 9+10 9+10 rbslgn p—on, 90.01.125.5 90,0/-117.8 90.0/-107.3 90.0/.98.7 k 3" lYaryu CB+2 2t2 05+2 C5+2 ce+2 C8+2 C5+2 C5+2 G+2 CB+2 C5+2 C5+2 C8+2 G+2 C5+2 C5+241DLOJamb1612BB141x8814728814128B PH1ook 9+10 8+10 9+10 9+10 8+10 9+10 9+10 9+10 8+10 1 9+10 I 9+10 9110 g+lo I9+10 wlo I 9+10 Design Presaum 9ao -115.7 90.0/408 90,o/-98.2 90,01-90 4V Hnd/S19 CS-3 00+3 CS+3 C5+7 C543 C8+3C5+2 C5+2 CS+2 C5+2 05+2 C8+2 C8+2 C8+2 C5+2 C3+2 48, DLO J-1, 14 12 8 8 14 12 8 8 14 12 e B 14 12 8 B P4nok 9+10 9+10 9+1g 9+10 B+10 8+10 9+10 9+1g 9+10 9+10 9*10 9+10 8+10 B+70 9+10 9+10 D. On Pressor B3163 77.2/.77.2 09,8/-09.8 e2. e/6 a 47' Had/SW G+3 C4+3 G+2 C4+2 G+2 04+2 C4+2 C4+2 G+x U+2 G+2 U+2 U+2 G+2 G+2 U+2 5- DLO J.mb 10 B 8 8 le 8 a 8 10 8 8 B 10 a e 8 P nok 7+8 7+6 7+8 7+8 n 7+8 7+8 7+8 7+8 I+8 7% 7+8 7+8 7+B 7+8 7+8 Pnssun 2/-79.2 7]J/-73J 88 58/SB ST Hesd/SW G+7 C4+3 G+3 CM3 U+7 104+3 C4+9 C4+7 G+2 G+2 G*2 U+2 G+2 G+2 G+2 CA+2 DLO Jamb 1p 8 a 8 10 B B 8 10 8 a 8 10 B e 8 P- hook 7ae 7+8 7-8 NB 7+8 7+B 7+B 7+8 7+8 7+8 7+8 7+B 7+8 7+B 7+8 7+8 ruts 11 1Le —..— .—.. xc am«. +. DLO WIDTH = NOM. PANEL WIDTH - T DLO HEIGHT= DOOR UNIT HEIGHT- 10.125" PANEL HEIGHT - DOOR UNIT HEIGHT - 1.868' TABLE 3A: Sill Heightto Max. (+) DP Water Infiltration Rating) II SillRlserFleglit (+) Design OH LENGTH h--- Flat or Box, see P(+) Desi n _ Sheet 17) Flush - 1-1f2' see note 3 = 8I OH FTATIO 2 1 law- 2-1/ +46ST O Medium - 3-1/4' + 60,0 O High- 4' +90.0 SEE NOTES 1-3 OH RATIO = OH LENGTH OH HEIGHT NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4- SILL. 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60,0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) 4-, 3-1/4- AND 2-1rr 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. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING. EDGE DISTANCE AND EMBEDMENT INFORMATION_ 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Interlock P-hook Lockstile @ lamb Straight Ashagal AssembNlocksdle @ Straight Astragal 90' Astragal Assembly lncksdle @ Sir AMAgal 135- Astragal Assembly LoclStile @ 135' A ,a, Heavy- duty Stiles Heaw uty Stile HeMlddurySllle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heald -duty Astragal Outside Cornerde r tOutsideImiGJ_I- Corn,l InsldeT Cpfnef OU[ sid side C Comer Part 961( x2) Part a61 Part abl Part 461( Stile) part, (ASt2gall Part 961 Part961 ( Stlie) part 9118 (Comer part p119 (Out) part p120 (In.) Part 861 (Stile) PARS 831 & 432 Part p61 Receiver) Corn. & Fxd Mount) REVISED w. YEN= iL ] 4rla rwn4eafeo9 tear. opAunL+0ese StK1tJ D7U ALUM. JUL/ - NVn-ImrAL, I 90OdA NTS B 22 PG7D128 ormuc r intym m u rawpoift tetra de Me" b.xil+t CMe Aayl.axnw 17royQo.o, Expirrie. Mre 10 aNY LYNry ', cENse M/ 1+ No. 58705 SSIpNC? rrNA1111 A. LYMI SM1lER P.E. P.E,450705 SEE SPLICE NOTE, THIS SHEET L r44.. 0551: 24' MAX. O.C. L t 24' MAX. O.C. 0 o l y 0 NO FRAME '8+9' P-HOOK ANCHORAGE CONSISTS OF: SEE 'C5' CLUSTER JAMB (8) P-HOOK ANCHORS, MAX. UNIT WIDTH —DETAILS SHEET 10 REQUIRED@ (PERPENDICULARTO GLASS SEE'C5'CLUSTER SEE'C5'CLUSTER DETAILS, FOR ASTRAGAL 7 EMERIOR PLANE) SEE TABLE 2, SHEET 7 DETAILS, SHEET 10 FOR REQUIRES'C8' SHEET 10 FOR INTERLOCK 24• MAX O.C. JJJ INTERLOCK POCKETS AND 42'NOM. CLUSTER, SEE x DETAILS, SHEET 11 SEE POCKET (9)P-HOOK 6'MAX, JAMB MOU STALLATION, NTQ4G x x INADAPTER THIS SNCHOR HEET ASMIDWAYp' L- 3• MAX. SHEET 14 BETWEEN P-HOOK I I x 4 PAIRS OF ANCHORS & AT 3' ' I I o' 1I • = FRAME ANCHORS FROM TOP b 14-'— I 1 ANCHORS - 96' (TOTAL 8 BOTTOM SMAX. O.0 I I x 21' MAX. Y I I 14-MAX.O.C. UNIT ANCHORS) MAX TO OPENING }-- HEIGHT O.C. PER JAMB EDGE OF POCKET SEE i & ICI p=NCHOK (SEEJAMB INSTALLATION D' A ANCHORS x DETAIL DETAILS' JC& KD' iokSx •' ID mo=P-HOOK BELOW) END PANEL SHEET 14 8 PART 0. ® MOUNTING j ANCHORAGE DETAILS'J'&K'. iuy 1 j o, 3'Aux. ADAPTER x 2 ANCHORS) SHEET 19 FOR J--4• olL-J - ANCHORS P-HOOK- 2' ANCHOR $ ENO PANEL x - - a xxxx END PANEL ANCHORAGE x' x x x x x . x x 6-MAX ANCHORAGE (SEE ANCNOMGE SKETCH BELW4) SEE SKETCH BELOW) -7x '+Y x '•2' x ANCHORAGE AN CENTERLINE 9' MAX. TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04' EXAMPLE: 5- PANEL 2 TRACK 90.OUTSIDE CORNER - XX/XX0 - EXT. MOUNT POCKET ANCHORAGE PLAN: 42' x ST NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) B' SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NONSTRUCTURAL E E 1) APPROVED ANCHORS: SEE TABLE A. SHEE71 ND PANF.I ANOHOR *Tl EE'TOHo rIgPAGEaNL ANCHORS MAY BE ADDED 2) ANCHOR LOCATION SPACING FOR ANCHOR — CLUSTER TO BE AS NEEDED TO ALIGN THE QUANTITIES SPECIFIED IN TABLES 1-3. SHEETS 6-8: Tr O.C,a+LEss EXTERIOR HEAD OR SILL IF A SPLICE CENTERLINE OF Y1. OCCURS AT THE P-HOOK. INTERLOCK HEAD & SILL: 8' MAX FROM FRAME CORNERS. USE MAX SEE'C5'CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES. — p,p. 140MDCr YiVEO SHEETS 6A AT EACH INTERLOCK AND STRAIGHT•'M71•..M 14 I.w DETAILS. SHEET 10 ANCHDRS AT THE MIDPOINT OF END PANELS ARE FOR INTERLOCK ONLY WMYe• C• Y AND CORNER ASTRAGAL LOCATION, PLUS AcaePp.ae N•1 a c CLUSTER IF THE W. OEITANCET ANCHORS ARE NOT SPECIFIED ERPA EL. ADDITIONAL INTERMEDIATE RECURRL40NEE 24•,OTHE AS PE THEH ANCHORS ARE NOTs+rhWliu .-ya 2'ANCHORAGE ANCHORS PER PANEL ADDITIONAL ANCHORS 24' ReouwED AT THE UU6PAN AS PER THE FXIMRE ABOVE l O.C. MAXIMUM. 6-MAX BMrP C CENTERLINE JAMBS & P- HOOKS: 5' MAX. FROM BOTTOM, 21' MAX ANCHOR PAIR O.C. (JAMBS), 14- MAX. ANCHOR 2 TRACK OF PANEL 2 O.C. (P4MK) UTILVJNG ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR 2'ANCHORAGE REQUIRES SEE "CS" END PANEL CENTERLINE CENTERLINE C6' CLUSTER, SEE OF DETAILS, SHEET 10 •.--- OF ANCHORAGE OETAILS, SHEET it FORASTRAGAL ( (2ANCHORS) B• INTERLOCK As 4.051• — I I Fes--- 3.5' M CENTERLINE -/ CENTERLINE ' J CENTERLINE OF PANEL 3 '+ 2' ANCHORAGE OF PANEL 4 + 2' ANCHORAGE OF PANEL 5 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS B µ " ANCHORAGE SPACING & EXAI ry.quo-lan UPDATED EXAMPLE TO NEWANCHOR OUAATITY. 'T.'W:v SERIES 670 ALUM. SGD - NOA — BDDam I NTS I 9 • 22 I PG70128 No. 58708 A. LYHH MILLER P.E P.E.•M7M ASTRAGAL OR {.SPLICE LOCATION INTERLOCK—( IF NEEDED CENTERLINEI 1.5- 1.75' 2.04' I EXTERIOR 3.5' T v 2-TRACK FRAME HEAD/SILL A ASTRAGAL OR INTERLOCK USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, -A-) ASTRAGAL OR SPLICE LOCATION INTERLOCK -IF NEEDED CENTERLINE I3 5- 4.08 EXTERIOR 7. v 3-TRACK FRAME HEAD/SILL a ASTRAGAL OR INTERLOCK USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,-C4-) ASTRAGAL OR SPLICE LOCATION INTERLOCK IF NEEDED CENTERLINE ! I 1.75' 3.5' 2.04' 2.04 a' DIAG. F]cTFETalofi v 4-TRACK FRAME HEAD/SILL a ASTRAGAL OR INTERLOCK USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4') ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION INTERLOCK—, CONDITION, USE INTERLOCK IF NEEDED CENTERLINE 'C6' CLUSTER DETAIL) CENTERLINE 1.75" 4' DIAG77' 3. 5' 4 ETROEXT RI v 2- TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL GD ASTRAGAL ORINTERLOCK g ASTRAGAL OR INTERLOCK USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C5') ANCHORS ARE REQUIRED,'06-) ASTRAGAL OR ( FOR SPLICE ASTRAGAL OR I SPLICE LOCATION INTERLOCK- CONDITION, USE INTERLOCK IF NEEDED CENTERLINE 'C6' CLUSTER DETAIL) CENTERLINE 3 5' 3.5' Q 2. 04^ •DIAG. 4.08' 204 Ex7Ewoa 4' DWG. EXTERIoa 5' V 3- TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 0 ASTRAGAL OR INTERLOCK R ASTRAGAL OR INTERLOCK USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C5') ANCHORS ARE REQUIRED,'CB') 6- DIAG. Z04' 2. 04" E%T 21' MAX. O. C. 21' 5. 64- MAX. O.C. 6' MAX. 2-TRACK FRAME JAMB W MAX ANCHOR PAIR t 4- TRACK fi-DIAG. FRAME JAMB 2.04' EXTERIUI ANCHORPAIR ANCHORS MAY BE INSTALLED 21' EITHER IN THE EXT. OR INT. MAX TRACK( INT. SHOWN) O.C. NOTES: 5. 64" 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. 6'MAX. t ALLOWED. 2. FOR HEAD OR SILL SPLICE 7} LOCATIONSIANCHORAGE AT I 3- TRACK FRAME JAMB P-HOOK SEE SHEET 9. ANCHOR PAIR HtOnUCtiPV FOR SPLICE FOR SPLICED ahWnW urYyl y ASTRAGAL OR ASTRAGAL OR ( CONDITIONS ONLY: FOR SPLICECONDITION, DO NOT Aceplyph P. I INTERLOCK -IINTERLOCK—Z'fc`1Td:°'ICONDITION, USEUSETHISDETAIL) SPLICE LOCATION CENTERLINE I CENTERLINE C8' CLUSTER DETAIL) 71r NEEDED 3.5' 3.5, 7" 3. 5' 1-- Ste• i- =: Wit.. - i t 4' DIAG. 2.044' DIAG. 2.04' 5.37" DIAG. 4' DIAG. 4.08' 2. 04" EXTEnaOa 7" E% T TETw oR 73:1 V 4-TRACK FRAME HEADISILL V 4-TRACK FRAME HEAD/SILL Cal ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6") ANCHORS ARE REQUIRED, - 05-) WITH & WITHOUT SPLICE CONDITION N VFNCl; fL 9lY7b 811)I4P1LW CERI. CFMRH. RDaY sG m I NTS 1 10 + 22 1 PGTD128 Q f No. 58705 G7 r {; 7 S70 ...... s: NAL II11 it {ICII ` A. LYNI MILLER, P.E. P E.45B70 2.04' 2.04' 2.04' INTERk NOTES: INTERIOR 1. ALL DIMENSIONS SHOWN INTERoft INTERIOR ARE BASED ON MINIMUM I'DIAG. 4" DIAG. 8,94" ALLOWED. 6.12' 8.12' 3.5' 2. DETAILS DEPICT ANCHOR INTERIOR INTERIOR 7' INTERIO INTERIORQUANTITY AND SPACING, 3. 1 • EXTERIOR AND WOULD BE IDENTICAL EXTEROREXTERIOR 4'DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. ANCHOR 90'CORNER 2-TRACK FRAME HEADISILL USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'G 4.08" INTEROR 4- INTERIOR 4.08' 4 3.5 4" 2.04' 7' 2.04' ExTERXM 4' 2.04' f 7' EXTERIOR 6'D4• 90° CORNER 135" CORNER 135' CORNER CENTERLINE 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL OF PANEL USE WHERE 5OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5OR6 CLUSTER ANCHORS ARE REQUIRED. -W) ANCHORS ARE REQUIRED, ANCHORS ARE REQUIRED,'C6") '+2' ANCHOR EXTERIOR INTERIOR 2.04' - 4.08 •+1'ANCHOR 7.41" 4' DIAG. INTERIOR 135" I CENTERLINE T OF PANEL EXTERIOR 3 I 3 5. "+3' ANCHOR 4.08' 7• Y CENTERLINE 2'-- OF PANELII3.5EXTERN T 4' 3.5' EXTERIOR r 4' ON+ 3.5' 4" DIAG. INTERIOR 7 ANCHOR TALL J EXTERIOR CENTERLINE OF PANEL 90°CORNER 3-TRACK FRAME HEADISILL 135'CORNER 3-TRACK FRAME HEAD/SILL n_ VIEWS V 2-TRACK INTERMEDIATE FRAME HEAD/SILL ANCHOR LAYOUT C8• ANCHOR CLUSTER REQUIRED C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'DLAG. rewuoTu-vxmlPbdb INTEROR 6.12' INTERIOR 2.04' q l7OG2• 12" 35' TTT"" y. ExrEal 5.88' CENTERLINE OF PANELINTERIOR 4liply ,. ,g1,sTOM INTERIaa 3.5' 4• 135' 3' ANCHOR 2.04' r 6.12' 4' DIAG. 6.12' 3'S- 4.08' -- — r EXTERIOR J 3.5' 4' 3.5' 3.5' IIII 2.04' 7' 4'DIAG. EXTERKR 4• LYlltv'?Nic NNN,y%' EXTERIOR 135° CORNER L PTANELINE 90' CORNER 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL C8' ANCHOR CLUSTER REQUIRED CB" ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) 3-TRACK SIMILAR) PZ ANCHORAGE, EXAMPLE CLUSTERS I>w0.ao-rma ''riS NAI ENG\• JR 04wu C Nofg-wsTNIsswE ce+r.aRN/ntc,uw UlSERIES670ALUM. SGD-NON-IMPACT LLE Jam' A. L H HIR P.E. m m my sooaro ATTS 1f +22 PGT0f28 C P.EJ 5BT05 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A. SHEET i MIN. OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SHEET 1 SEE TABLE A SHEET 1 SEE TABLE A, SHEET 1 6"' 2.1/16' 2-IA6• • NOTES: EXTERIOR1/4, _ 1/4' 1!4" 1. ALL DIMENSIONS rMAX. =a MAX MAX. SHOWN ARE BASED SHIM EXTERIOR--,_G. J _ r SHIM EXTEROR __ _ _ iI SHIM ON MIN. ALLOWED. r__ ._....... _........- 2 METAL OR WOOD EMBEDMENT: . SUBSTRATES MAYBE SEE TABLE A, JJ USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, yt W*SEEOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SEE SMS ANCHOR TYP., SHEET 1. TYP., SEE ANCHRR NOTES - TYP., SEE ANCHOR SEE ANCHOR NOTES TABLE A 8 ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 8 TABLE A SHEET 1 NOTE 3, SHEET 1 8 TABLE A, SHEET 1 NOTE 4, SHEET 1 8 TABLE A, SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD ' DIAGONAL O.C. MIN 4' w WOOD INSTALLATION WOOD INSTALLATION METAL INSTALLATION ( HEAD 8 SILL) OR 6' (JAMB) SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., SEE DETAILS, SHEETS 10 8 11, SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TABLE A 8 ANCHOR 8 TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE 8 TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE 8 TABLE A, SHEET 1 NOTE 4, SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN. OF 3 THREADS BEYOND NOTE15. SHEET )) NOTE 5. NOTE 5, THE METAL SUBSTRATE f SHEET i ^' I SHEET 1 r EXTERIOREXTEEXTERIOR EMBEDMENT: SEE 1 2- 1/16" _ `r --- TABLE A, SHEET RIOR 2a/ 16'" 2.1H8" EDGE DISTANCE: EDGE DISTANCE EDGE DISTANCE: SEE TABLE A. SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A SHEET 1 W WOOD INSTALLLLAATION E SILL 6 WOOD IINSTALME SILL LATION METALINSCK TAAMES LL L.LATION EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 'I EDGE DISTANCE SEE TABLE A, EMBEDMENT: SEE METAL TYP., SEE SHEETI TABLE A, SHEET 1 J1 n` EDGE DISTANCE: TABLE A 8 ANCHOR EDGE DISTANCE: NOTE 4, SHEET 1 X WOODSEE TABLE A, A T SEE ANCHORDI! SHEET 1 1 TYP., SEE ANCHOR I SESHEET PNMVC r REl p tiW e.ryILylyc'`- NOTE 3, SHEET 1 1 NOTE 3, SHEET 1 2-1/16' i WOOD ANCHOR 2-1116' • If} SMS ANCHOR TYP.. SEE ANCHOR NOTES 8 TABLE A, SHEET 1 SEE ANCHOR TES -I WOOD ANCHOR TYP., I I MIN. OF3 urrr/r 8 TABLE A, SHEET 1 SEE ANCHOR NOTES TABLE A SHEET 1 vtrl THREADS 11111u i. ExTERXM BEYOND THE lj' R II11/ 4- MAX. SHIM --•4 F• 2-TRACK FRAME INSTALLATION m ouwr c Ro cRarrcEs JR 0?/ 1N74 JAMB rRrs sr r. EXTERIOR T- I V 1/4- MAX. SHIM - 3-TRACK WOOD I L FRAME JAMB INSTALLATION y' 1 V 4-TRACK FRAME METAL INSTALLATION 1/4' MAX. SHIM qAIA ANCHORAGEDETAILS SERIES 67OALUM. SGD-NON-IMPACT scoaro MS 12 22 SUBSTRATE JAMB PGTY112B C 11 N0. SOryi3WOODI$ -: L ENG•• S 11. 1 A LVNN MILLER, P.E. P.E. s uTos INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: EDGE DISTANCE: SEE EDGE DISTANCE: EDGE DISTANCE: 1. ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A, SHEET I CONCRETE SEE TABLE A. SHEET 1 SHOWN ARE BASED PER TABLE TABLE A, SHEET 1 A, SHEET 1 2-1/18' • PER TABLE 2-1/18• • PER TABLE 2-1l16' • ON MIN. ALLOWED. A. SHEET 1 _ A. SHEET 1 _ _..,. 1/4' • DIAGONAL O.C. IS EXTERIOR MAX. MIN 4'(HEADdSILL) SHIM OR 8(JAMB) SEEjj 114' .Oly DBE81I'S, SHEETS EMBEDMENT J 1/4• EXTERIOR ( 1SEETABLEAMAXa MAX ` r SHEETI SHIM SHIM PROPERLY SECUREDIX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., WOOD BUCK TYP- SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES 8 WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A SHEET i ANCHOR NOTE 3, SHEET 1 TABLE A SHEET 1 ANCHOR NOTE 3, SHEET I TABLE A SHEET I FRAME HEAD NCCK EIN ® 4-TRACK FRAME CONCRETE INSTALLAION CORETEISTALION CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & TABLE A SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A SHEET i SEE ANCHOR SEE ANCHOI NOTE 5, SHEET NOTE 1 (1M'MAX) SHEET 1114' MAX EXTERIOR EXTERIOI EDGE DISTANCE: CONCRETE SEE TABLE A, SHEET 1 PER TABLE EMBEDMENT: SEE TABLE A SHEET i A. SHEET 1 2-TRACK FRAME SILL oc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A SHEET, y PROPERLY SECURED EDGE DISTANCE: 1X WOODBUCKT SEE ANCHOR NOTEE 3. SHEET SHEET SEE TABLE A 3, CONCJCMU ANCHOR 2-1116' P., SEE ANCHOR _( NOTES & TABLE A CONCRETESHEET1 EXTERIOR II . — OR CMU V 1/4' MAX SHIM ----I 4r PER TABLE A, SHEET i 2-TRACK FRAME JAMB Gc CONCRETE/CMU INSTALLATION PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED IX WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET I TABLE A, SHEET I ANCHOR NOTE 3, SHEET 1 Ij SEE ANCHORNOTE5, SHEET 1 I (1/4- MAX.) - 1 EDGE DISTANCE: SEE TABLE A. SHEET EMBEDMENT: SEE TABLE A SHEET 1 — 3-TRACK FRAME SILL Ec CONCRETE INSTALLATION EMBEDMENT: SEE -- ITABLEA, SHEET 1 EDGE DISTANCE: CONCJCMU ANCHOR I J SEE TABLE AP.. SEE ANCHOR SHEET 1 NOTES & TABLE A, SHEET 1 i . ^' 2-111&" PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, CONCRETE SHEETI OR CMUPERTABLE EXTERIOR A SHEET 1 V 1/4' MAX SHIM 3-TRACK FRAME JAMB H CONCRETEICMU INSTALLATION rylp eo-Taoe fERi:OFAUIK RG'!e EXTERIOR I i e EDGE DISTANCE: I PER TABLE SEE TABLE A SHEET 1 A. SHEET I EMBEDMENT: SEE TABLE A SHEET 1 4-TRACK FRAME SILL Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A SHEET 1 --~ MOOUCf arAm JQW+W W FW61 EDGE DISTANCE: SEE TABLE A. SHEET 1 ate. c....i- PROPERLY SECURED " 1X WOOD BUCK TYP— SEE ANCHOR NOTE 3, SHEET 1 rZ CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A SHEET 1 EXTERIOR 1/4' M X SHIM — 4-TRAI k CONC ANCHORAGE DETAILS CONCRETE OR CMU PER TABLE A, SHEET I CONCRETE PER TABLE A, SHEET I I SERIES 670 ALUM. SGD - NON -IMPACT I saoeio I NTS 113 • 22 I PGTO126 u ulrrrr vn}. N{o. 58705 Fcomor..' V: cs`SIONAL N• fir rrn lnl l• A LYM MILLER, P.E. P1158705 INSTALLATION DETAILS NOTES: 1. ALL DIMENSIONS FRAMEJAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN. ALLOWED. INSIDE POCKETS EDGE EMBEDMENT: SEE TO PREVENT DISTANCE 2. FIGURES ON THIS WOOD FRAMING TABLE A, SHEET 1 PHOOK MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE ANCHOR TYP., SEE PURPOSES ONLY. SEE SEE ANCHOR NOTES TABLE A, SHEET I FOR EMBEDMENT: — — & TABLE A, SHEET 1 se ANCHOR NOTES & ALL APPROVED SEE TABLE A, --_ — (ALSO SEE TYP. TABLE A, SHEET 1 SHEET 1 28 ILLUSTRATION, SHEET 9)N. EDGE DISTANCE SUBSTRATES. DISTANCE: SEE EXTERIOR 3. SEE TASES 1-3, A. SHEET 1 EMBEDMENT ]8 SHEET$ M FOR7REQUIREDP-HOOK 28 SEE TABLE A P-HOOK MOUNTING EXTERIOR SHEET 1 AND P4100KADAPTERCONCJCMU MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., ANCHOR TYP., SEE P-HOOK ANCHOR QUANTITIES. SEE ANCHOR NOTES — CONCRETE OR ANCHOR NOTES 8 TABLE ALSO SEE EXAMPLE B TABLE A, SHEET EMBEDMENT: SEE A,SHEETI ON SHEET 9. ALSO SEE TYP. CMU PER TABLE ILLUSTRATION, SHEET 9) EDGE MIN. q, SHEET 1 TABLE A. SHEET 1 ILLLLUSTRATION, SHEET 9) EDGE DISTANCE P4100K FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS PARTS #1 B, #20 #22 OR #24, PARTS #16. #20, #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN SEE TABLES 1A 2A & 3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A. 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONC./CMU TABLE A SHEET 1 CMU PER TABLENOTE4, SHEET 1; EMBEDMENT: SEE ADAPTER SMS TABLE A, SHEET 1 ANCHOR TYP., SEE1` MIN. OF 3 THREADS _ 1 ANCHOR TYP.. SEE A SHEET 1 -. ANCHOR NOTES 8 TABLE BEYOND THE METAL ANCHOR NOTES A, SHEET 1 SUBSTRATE IB & TABLE A, SHEET 1 EMBEDMENT ( ALSO SEE TYP. ALSO SEE TYP. SEE TABLE A ILLUSTRATION, SHEET 9) M EvwftILLUSTRATION, pg EMBEDMENT: + SHEET 9) SHEET 1 Cw+ I ro 20 eg SEE TABLE A, R'Ww. tyh N I SHEET 1 DISTANCE: SEE 1-1/4' MIN. EDGE DISTANCETBEA, SHEET I (4. .y- I P+i00K SMS ANCHOR TE / SEE ANCHOR NOTES Jtulv n p-HOOK CONCICMU EXTERIoa ANCHOR TYP.. SEE TABLE A. SHEET 1 V ANCHOR NOTES & TABLE ALSO SEE TYP. 21193' MIN. A, SHEET 1 2.693' MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH 11011 SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS PARTS #19, #21, #23 OR 925, EXTERIOR Kc PARTS #19 #21 #23 OR #25, EXTERIOR 4Y"'VOENSE'lF' METAL INSTALLATION MOUNT CO NCRETE INSTALLATION MOUNT SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) ONLY SEE TABLES 1A. 2A & 3A FOR WATER RATINGS) ONLY N.. 58705 p0'. dImolEOreeoi.ocruaME K Exlce.n4ms ANCHORAGE DETAILS sniff ,:`[: iDr1)140.rOW SERlES6_70ALUM.SGO-NON-IMPACT SJONALEa u+ o+Asnl c NOaw+aesrrllssKEEr a"^I^x' 0.. 1LY11Ltkh, P.E. NTS 14 + 22 PG7D12B C Ra.E tse'ms CONFIG. EXAMPLES MAX. UNIT WIDTH MAX, UNIT WIDTH MAX NOM. PANEL WIDTH HEADER DETAIL W, DLO TYP. PER TABLES 1-3 iH RIOR 18; INSTALLATION WIDTH DETAILS' AW &'Ad, EzrERloa SHEETS 12 & 13 90' PANEL PANEL PANEL TYPE TYPE PANEL CORNER DETAILNZ, TYPE A' OS' AS' TYPE K SHEET 19 & CORNER ANCHORAGE SHEET 11 NOM. MAX UNIT MAX H HEIGHT INTERLOCK DETAIL PANEL WIDTHETYP. DLO PER W, SHEET 19 HEIGHT PER HEIGHT TABLES E TERIOR IN MOR TABLLES 1- 3 1J LEE X X 18;INSTALLATION DETAILS z Gw' &'Gi, SHEETS 12 & 13 J DETAIL' D', SHEET 18; 1 90, SILL INSTALLATON DETAILSEXAMPLE: 90' INSIDE CORNER 4 PANELS- XX= DW &'Dc', SHEETS 12 & 13 10 X 14I2' PH SMS II CONE RS X 1' ISMS DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = DOOR UNIT HEIGHT- 10.125' PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866' PROScTarVMM aM1M. m a. im w MWt t.+. Rsk.wsw I-0Y?r..OS PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES: NY LYNN 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES. SHEETS 6-B FOR MAX. aa4 •'1J ENSF'(('' PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. Q',•',t1`,P 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. ? * No. $8705 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DPIANCHOR TABLES. ANCHORAGE DETAILS I EXAMPLE ELEVATIO s • siL 10^ G\` lR owsm c No rJ+,wOEs 1ws s>tEET Ce"' 0fA1? K° LJ ( (1 SERIES 670 ALUM. SGD - NON -IMPACT 'S;ONA1L1 A. L II17I#I8,05 P.E. JR mrzalkscoemNI515s22 YPGT012B C P.E.k saios COW& EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 M', SHEET 19 OPERABLE JAMB DETAIL'GY, SHEET 18; INSTALLATION DETAILS'GW &'Gc', SHEETS 12 & 13 ID JAMB DETAII'G2', ASTRAGAL HEADER DETAILHEADER DETAIL'A', SHEET 18; A', SHEET MLO' DLO HEXEET18; INSTALLATION DETAILS'L1' & 18; INSTALLATION DETAILS SHEETS 12 & 13 INSTALLATION DETAILS'Aw' &'Ac', WIDTH JAMB DETAIL'03', SHEET DETAILS' GW &'Gc', L2, SHEET 19 'AW 8'Ac', SHEETS 12 8 13 TYp 18; INSTALLATION DETAILS SHEETS 12 & 13 90° 'GW &'Gc', SHEETS 12 & 13 m PAr PANEL a PANELIT TYTYPE TYPE S INTERLOCKID IL O$• K / MAX. ' M', SHEET 19 1'1T SILL DETAIL / HEIGHT UNI 90° OUTSIDE CORNER D', SHEET PERDETAII'N1'. SHEET 19S 18; MAX. SEE TABLES CORNER ANCHORAGE INSTALL OLD pEq NOTE 2, 1.3 SHEET 11 DETA,,LS HEIGHT TABLES 1-3 SHEET 15 irRe oa 8'TS72r aXX XSEE FRAME & MAX. UNIT WIDTH Ij MAX, UNIT WIDPANEL CORNERSILL DETAILD', SHEEMAX. UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 18 2-TRACK 'DW &'DC', SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XX/XX (2-TRACK) JAMB OETAIL'11'. SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL M', SHEET 19 INSTALLATION DETAILS'NY & re1 L2, SHEET 19 - 1 INTERLOCK DETAIL M', SHEET 79 'Ic', SHEETS 12 & 13 HEADER DETAIL 1 , HEADER DETAIL'C', SHEET B', SHEET 18; (_ 18; INSTALlAT10N DETAILS JAMB DETAIL'H2', SHEET -HOOK DETAII'J' 8'K', SHEET IN JAMB DETAIL' 12', SHEET 18; INSTALLATION 'Cw' 8'Cc', SHEETS 12 & 13 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, DETAI STALLS'BW &'Bc'. DETAllS'Iv! &'Ic', SHEETS 12 & 13 HW 8'Hc', SHEETS 12 & 13" 'Jc','KW &'Kc, SHEET 14 SHEETS 12 & 13 1'ROou[ r1UEYMlo MAX UNIT WIDTH MAX UNIT WIDTH w.a7M#wlwfe, bwKry Cea. n. 1e... rv. 1 y bp5 T HEIGHT HT P R T ES 1 pNY_LYry, y P • 1n . L J XEXAMPLE: OXXXp SILL DETAIL'E'. SHEET 18; EXAMPLE: XXXO SILL DETAIL 7, SHEET 18; = # ' Na.58705 'P INSTALLATION DETAILS 4- TRACK BY-PASS) INSTALLATION DETAILS * _ 3 TRACK RIGHT POCKET I v :a FW 8'Fc', SHEETS 12 813 = EW &Ec'. SHEETSI2&13 ..p•, - _ lom t•Eaxmov+' aats' , ra wacE R. xas EXAMPLE ELEVATJONS ryYf)bD1N0 _ ' s1 ORIOP, c 1R' oaovt> c Ro o+nncEs nus sae9r +* "A R+ ^ SERIES 670 ALUM. SGD - NON -IMPACT 'S ONAL st"" A. LiNN LAtlL1kP.E o,...,x °i sco-e>a NTS i6 22 NPGTOI2B C P.E1156705 R 2W4 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE R' A' MAX NOM. PANEL UN PANEL PANEL PANEL i TYPE TYPE TYPE TYPE IPANEL R' t' M' F Pr ANEL PANEL PANELPANELTYPETYPETYPE TYPE F F' MAX NOM. UN h PANEL PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE F— LOCKSTIE AS RAGA AS MGA CN ASTRAGAL INT CORNER EX T CORNER EXTCORNER IMCOM5R CORNER EXT CORNER IM CORNER TYPES TO35 UT IMERLOCK 1. STILE WI HANDLE BOX OUT BOX IN BOX OUTW/HANDE W/RHANDLE WNANDLE W/HANDLE NOLE WW/RHANpLE 90 REGENER W/ECEIVERIMRENEDNER W/NANOLER rix ECE cl s T—# 118 t 1131 U mz x,t IJ A'e i site mt as aa, w, SIONIGNLE - N ERLOGK F PP K j TR TQ TC TA TV TW I SING NINNLE B E P A C jGa,', X? C RAM C SQ SC SA SV SW FIXED RR R S S FD FC FV FW LOCK5RE WI MADE D A J 1 J J LLl ASTRAGAL d pox OUT L rj RPANEL NOTES/ w/ HADE aaxam A ! 1. SEE DP TABLES 1-3, SHEETS 6-B FOR PANEL SIZES & DESIGN PRESSURE. ASTRAGALBO% IN W Y LEFT LI IMERroR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF W/ MANDE J IISt N) PANEL EXTERIOR PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND AVAILABLE. f"' ASTRAGAL T % V STILE STILE ARE NOT eox pvr ASTRAGAL Q Oo% W,1 prau0 T U 3. 90* ASTRAGALS TO USE HEAVY-DUTY STILES PANEL " E' SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND (nst), CORNER RECEIVER (#118) AND EITHER EXTERIOR (# 119) OR INTERIOR (#12G) CORNER w pox Iry I_IT' m xa APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. J. A 4. 135' ASTRAGALS TO USE HEAVY-DUTY STILES INT CGRNER RT Cl 61)AND CORNER ADDON (#31). J WI HANDLE •,30 w ExTcaRNER ZSILL RISERS OPTIONS z3r 23r ep LocKsnLE Qd W/HANDLE gti EXT CORNER 90RECENER QT CT QS C CI 132' EXTERIOR 131' EXTERIOR (7 . pg2- EXTERIOR II 4 MM7UCf hEVR1! 1 CVO MI Ot LW W/ fWJOLE A a r 2. 555 3. 305' a- AT AS DFT SE- Wf HANDLE m, e 1i FLAT SILL RISER FLAT Mr6W. Cwr EXT CORNER CF 1S, SILL RISE FLAT' 20 SILL RISER FIAT SILL RISER, OMEDIUM. 2A BO RECEIVER FLUS LOW, 3-114' HIGIII EXT CORNER 35RECFJEW/ HANDLE ' i VT VS VF EXTERIOR 1 EXTERIO; i .T50' EXTERIOR 750' EXTERIOR 7 INT CORNER 35 0.EC r V Y WS WF a r .fir 3. 305 4. OUEft W/ HANDE p6 1- 1.5p7-L I. 555" i P...i l 111111 LYlyy ''•,, J. b SILL RISER, BOX t SILL RISER, BOX pNY r,-. 1 .............. SILL RISER BOX 1cENSF. 19 SILL RISER BOX" R7 ss MEDIUM, 3-1/4' 25 HIGH 4' * ' '10 58705 FLUSH, i-1f2' LOW, 2-1/2' _= NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 = A. Q 0 rR wvsPANELTYPES?omDa,. ryl, l•ea,eao CfRf. P AUTLRWA9 SERIES 670 ALUM. SGD -NON-IMPACT L 0EN, lR G~1 C NO CHANGES THIS SHEET. d,n ON -I y„ P.E aLr.a JR 0?Ilal4 NTS 17 a71 PGTDIIB C SBT05. ASSEMBLY DETAILS SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) FULL LENGTH 40(l t4 -- 108 OF JAMB G3OR61ACKJAMB 2-TRACK JAMBSHOWN V LONG CLIP#105WITHt05® W/RETAINER#106ERABLEMIDSPAN (SHOWN WITHPANEL) J6FIXED PANEL TO LOCK PMT THE INTERIOR) 758107-1i 1-LEXMRIOR 14 V/ 16 112 123 FULL LENGTH 60 410X34' OF JAMB 2.TRACKJAMB 2-TRACK JAMB SMS,X3 CLIP#80 OR#105 51 52 WISCREEN 6" LONG WI RETAINER #123 N ( SHOWN WITNEL . MIDSPAN FIXED TERIOR) Lr TO 80 OR 81 THE EXTERIOR) 53 E1(TEJiIOR n EXTERIOR 2 V 112 3 45 5 113 5 52 51 60 EXTERIOR 69 EXTERIOR 53 a a SHOWN WITH 2-TRACK WISCREEN B 3-TRACK OPT.SCREEN FRAMEHEAD FRAME HEAD TRACK EXTIt525172OR73 46 111134847 8EXTERIOR112 5a 2-TRACKW/SCREEN ®3-TRACK FRAME SILL FRAME SILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES Ito7o tEama.or>rwav 13, SHEETS 6-8 FOR OP (PSF) ASSOCIATED WITH STILE. 1R 044Y17 C NO CHANGES 7H)S SHEET CH!( CFAUIR IAaeB 108 FULL PANEL JAMB LENGTH 80 OR 61 105 5 SEE DETAIL G1 FOR FIXED PANEL CLIP OCK PART 5 s 10]-11 TAIL G2 FIXED 5 BB OR et JLC. LLIPP iO3 OR 81 I.1 EXTERbR EXTERIOR V 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACKJAMB Ht ( SHOWN WI(SWN WITH O ERAS E( SHOWNITH PANEL) ® FED PANELO 11 FIXED PANEL TO R OPERAB E PANEL) THE EXTERIOR) THE INTERIOR) WICAL SECTION DETAILS RIES 670 ALUM. SGD - NON -IMPACT or w 7— M.18 • 12 PG70118 r No. 58708 its''•; tGR10 P.: 'U,2` 7S ONAl1E` A,LY MILLER, PE. P.E356705 ASSEMBLY DETAILS SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 Q INTERIOR it QEXTERIOR 111 i8 & EXTERIOR 111 'S y0• P HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS ExrER INTERIOR EXTERIOR EXT. OR INT. MOUNT) e EXT. MOUNT ONLY 103 LOCK PART 103 LOCK PAR T5 8 107-11 75 d 107-11 61 113 80 61 B1 118 1,3 11J Q EXTERIOR 'I, EXTERK]R VV 113 103 t18 -TER 67 68 1,1 STANDARD ASTRAGAL 10* L1 WITH STANDARD TILESA60 WITH HEAVY-DUTYSTILES 61 Nt -TRACK SHOWNOUTSIDE E EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN BOX - OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) QINTERIOR 1 5 5 35' PRERKIR v 5 11 7 ITEM # 61 (HEAVY-DUTY 90• INSIDE CORNER STILE) SHOWN, ITEM NO N2 2-TRACK SHOWN STANDARD STILE) ALSO APPLICABLE, SEE TABLES 13. SHEETS 8A FOR DP PSF) ASSOCIATED WITH STILES. IRDDI; Ci GLM1'td iQ INIERKN: 14 5 61 32 103 81 Q B1 32 J D 00AR1 31 to3 61 )EXTERK]R 14 135• INSIDE CORNER 55 ®2- TRACK SHOWN 't:`':Y"% 135' OUTSIDE CORNER No, dd Ot 2-TRACK SHOWN IONTLR1IIttOGY D"AE pO,'. STATEy I ,: -(V Esre eo HORIZONTAL SECTION DETAILS, CORNERS ONAIL E C2 ar' 06A5^ I7 c 10f GES7'Sd EET f R lAUTl - U SERIES 670 Al UM. SGD-NON-IMPACT T111111 ,,, 11 A. LYNN MILLER P.E e...r. scod7o NT$ 19 w 22 =.... PGTD128 C RE .w mm 7 Is., a.re NOTES: i) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 56-59, 66, 81. 64-99, 127 8122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 31 USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3/16- MASONRY ANCHORS @T 24- MAX. O.C. NW UCFYEWem MOHVM WFIeLL11 A<teNi ee W -L 20 • p ^ e,.wr,. 9.n MiaJ CsiM 111111/ t o 1UCENgF C': F 101i 03YFLa4aDrM PARTS LIST p#p4eutem s/pN LNG ` A` INee SERIES670ALUM.SGD-NON-IMPACT 7j 1/A....... A. LYNN MILLER P.E. BGDdlO NT$ 20 r 22 PGT0T28 C P.E.#58T05 Mein POT POT III m WO5H7 c NacwwcesiNA3sNEEr. 4 a D .# Descriptbn 1 17308 B17308 2•TRAb(1SAD •• I 173m Oi73N 2-TRACK HEAD WITH! SCREEN RAIL 3 171H 817309 3-TRACK HEAD 1T312 017312 4-TRACK HEAD 5 17314 81731d FRAME SCREW COVER e 17317 81r311 FRAME {EAd.NMB SCREEN ADOON 7 1T301 817904 bTRACKSLL 8 17701 877307 2-TRAC(SLL WITH SCREEN PAL e nwr e17307 TR,AOKSLL 10 17710 0/7310 TRACK SILL 11 17313 017313 FRAME SILL TRACK INSERT 12 t7S13 O1TS15 FRAME SILL SCREEN ADD-011(SEE NOTE 3) 13 17310 017310 FRAME SILL SCREEN ENO ADD -ON (SEE NOTE 3) N 11705 B173M bTRACK JAMB 15 17302 817302 2-TRACK JAMB WITH SCREEN PAJL ib 773O0 817700 TRACK JAMB t] 7311 817311 4-TRACK JNAB 1S 77322 81732'1 9LL RLRER- FIAT,FWSR 7-177 19 17719 017319 SLLl RISER, BOX FLUSH, 1-i? 20 17321 017721 SILL RISER MT, LAW, 2-1? 21 17310 017310 SILL R6ER•BOX LOW, 2.7/7 72 17355 077755 SILL RISER - FIAT, MEDA#4, }U4' 23 17351 8/7351 SILL RISER - BOX NEOIUM, }IN' 24 17321 01732] 91LL RISER -FLAT, MGH, 4- 26 17320 81 T320 SILL RbER-BOX 19GM 4' Zo 17751 017773 POCKET P•IfOOK 27 7070 67070 NEOPRENE BULB WSTP FOR PiaAK 28 1733t O1T1M POCKET P-HOOK MOUNT 29 17735 017335 P4t00K COVER 30 17345 017340 POCKET P-HOOK FOR BOX RISER 31 1]378 at737e 135 CORNER 32 77378 817378- 135 FOED MOUNT ' REVS l053 ARE SCREEN PARTS' w 4319 812258 SCREEN SIDE RAT.-LOCKSIILE 41 ROCKWGSK SCREEN lOCK5E7 4I 41818 SCREEN KEEPER SPACER SET q 8152 88102 SCREEN INTERLOCK ADAPTER M 04I8 fM438 SCRFENOWBLE NTERIOCR u 431T 817258 SQiEENTOP RAL 44 431e eI2257 SCREEN BOTTOM RAIL 41 S8B 75RA2 STANDARD ROLLER 40 888 7SRAX STANDARD ROLLER -ST. STL 49 4344 ASTRAGAL501]319 REEN ASTMGALADAPTER31t N SPINE-.1BS 52 109! N SPINE-.100' 53 114- N CLOTH54ITI9V18'3ET.LOCK. ISOPRENE85Nb351728t/7S' SET, SlOpt, NEOPRENE 05 MS Item POT Dw .S POT# Dastrip6on 00 17525 O7TffiS PANEL STILE 81 17325 81]3I6 PAISLSTLE (HEAW DUTY) 82 iT72] 817JI7 INTERLOCK ADAPTOR G1 1225 B1P248 VINYL BULB WSIP. - THIN INSIDE NTERLDGC) 61 1729 I17 SILL END WEATHERSTRIP PAD 85 t]32B e1T3ze INTERLOCK SCREW COVER S7 17J29 077328 ASTRAGAL 9B n3J9 Sn3 HEAVY DUTY ASTRAGAL e9 1T32a 077324 Tor a eorronl aAL 70 17550 4tT350 WEATHERSTRIP EXTENSION (ed C110N MOLDED) T1 1 5 T1895 I.117 %t'X314'19GH FIN SEAL DUST PLU0.9 72 8153 8/53% TANDEM ST STL BOILER ASSY. 7] BIOS 78753N TANDEM NYLON ROLLER ADDY. 74 31-IC01E OdN-SOB, DOVO-Bffi OR GE-7700 75 8185 781BSX GEMNB MORRCE SPLY DLUL LOCK WhONG TRPA PLATE 76 7f037%1FPFX 1D32 X1'FL SS SCREW W/TYPE'F'TW 710]2J9 1D325TEEL 9NC U-NUT l8 17358 817SBB v78 d I//' BEAD 79 17757 617337 1' IG BEAD BB 11358 817789 7178'BEADIf9S0 PANEL CLIP 8? 1224 BfP147K VNYL BULB WEATISRSTPoP 83 01]!5 17l9 LOWS INC. 1/? X lliC SOl SIDE AOH. TAPE, Pp.YETH. 1m 8052 l8052 ROLLER ADL HOLE PLUG 701 72DS/ JAMB BUMPER t@ i8fk 71080 DUSTPLW 10.7 0108 78t88% I'KEEPER tOd 853 SpCEEP SCREEN LOCK KEEPER 100 i73N 81]344 F9 0 PANEL CLIP -8' LONO 10S iT192 81T152 f09:0 PANEL RETAINER -9H8' ' 107 1739 71739 HAI®LE KR p71ERK)R RAISED 4VI71/ TlMAB TURN. USED NTDi MS 108 n43 1740 NANfx.EKR- RAlSEO EXTERIOR HAI-ALE. USED VRiH #]5 tOB ir31 781825N HANDLE KR- RECESSED M7. WITH T18W3 NRN, USED WRH 875 it0 1]Y2 B1T8 HANDLE KIT. RECESSED E%IERgR PULL, USED WT1118]5 111 710Xi/PPSOq% 10 X v4' PH PN. TEN - S.S. 112 1235 07518 R,.2]0 X.170-FIN SEAL 1t3 mz 84068 ter x.27o'FNSEa. tU T10x115PP% OXi-112' 118 1(UL1X 1420 X 1' 3.3. 1n T2L1xtt2x t4-a xt-1rrs.s. 11S 17338 817330 90 DEGREE CORNER RECENER 119 1T#i7 61T337 90 DEGREE OUTSIDE CORNER ASTRAGAL 120 1T338 871]338 90 AGREE INSIDE CORNER ASTRAGAL 121 17752 817J52 FIXED PANEL RETAKEN. r!B' 8.562' -"'-I 1.36' 0.080' 7 1.211' 1.505' 1 + 0.081' 0.062' - 1.079' 0.081' O2-TRACK HEAD 84-TRACK SILL 0.081' SCREEN ) 6063-T6 AL) (6063-T6 AL) STILE 8.798' (6063-T6 AL) 6.198' - y 8.525.069' 0. 0.080' 1. 045' 1. 211' 1. 505' 1. 99a• o.osr 0. 081" O2-TRACK HEAD W/ SCREEN TRACK 03-TRACK SILL 6063- T6 AL) (6063•TB 11 AL) 2-TRACK JAMB 45 SCRESORE EN TOP RAIL 6063- T6 AL) 6063-T6 AL) Imo--- SCREEN JAMB W/ 7. 105' 6. Y21" 15 SCREEN TRACK 0. 080, (8083-TB AL) -71 1. 36" 1. 211' 1. 505' I 0.875' i _ L 1 - y 1.3( I 1.9M- 0-081- O0081'3-TRACKHEAD82-TRACK SILL Wl SCREEN TRACK 0 062" 6063-T6 AL) (6063-T6 AL) . SCREEN BOTTOM RAIL4.49' 0.081, 0.080 1.505, 7.105" mumc, RLVy 1.211" MYYY MM u.1W14 Aaepu a l' 4IT-oy .05 9.141' da 70,081" 4-TRACK HEAD O2-TRACK SILL ,• 1 ` 6063-T6 AL) ( 6063-T6 AL) 0.080' 1. 514' 0. 06Y 0. 537 + 0. 760' 1.260" 0. 080" 1. 516" 1. 990' OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREENI- ADD -ON O ADD -ON O END ADD-0N 18 3-TR4CK JAMB `{`t',• ENyt.' :C`_ 6063-76 AL) ( 6063-T6 AL) (6063-T6 AL) (6083-T6 AL) .,yc REOUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS * : No. 58705 OR 3/16' MASONRY OR 3116' MASONRY t7 4-TRACK JAMB _ •' ANCHORS @ 24" MAX. O.C. ANCHORS 0 24- MAX. O.C. (6063-T6 AL) _ -D 10107EClAtlLOGYQ4NE' :`,'•.. sT ) N. t£ ACE 0. NDd EXTRUSIONS SEE SHEET 17 FOR SILL RISERS. cmr. avAurx com SERIES 670 ALUM. SGD - NON -IMPACT 111 ? ` AR 0411 7 CNOCHANGE9IMISSHEET. - r -W - ALYNIiw tRPE. 01i a swam NTS 21..+? 2.._ __ PGTO128 C w i. _. a.E, 58>05 3.802" 0.75Y f 0.574' 0.062 0.080' Q2E1' 0.075" FRAME SILL 5 SCREW COVER t1 TRACK 28 P-HOOK 8083-T6 AL) (6063-T6 AL) ( 8063-TB Al.) X;- 2A4"' 1.4W. OBD' 1.870' Ot 135° CORNER 32 135° FIXED) MOUNT 6063-T6 AL) (6063-T6 AL) 0.075' 1.645' 0.725'" 87 STANDARD ASTRAGAL 8063•T6 AL) 2.304' 0757- 3.802" 0.885' 0.796" 1.163' 0.082' j O29 P-HOOK MOUNTING OPOHOO 0 SCREW 0.080*0 P"HOOK FOR BOX RISERADAPTOR6063-T6 AL) (6063-T6 AL) ( 6063-T6 AL) 4' L' lE4 1.600 80 STANDARD STILE 6063-T6 AL) 3.979' 0.075' 1.64, 1 81. OHEAW DUTY ASTRAGAL6063T6AL) Et133" 1.600 3.125" e, HEAVY DUTY STILE 6063-T6 AL) 1.739' -( 0.082' 1.888 1.303. 0.325" 0.062" J f INTERLOCK INTERLOCKO65SCREWADAPTER 6063-T6 AL) COVER 6063-T6 AL) 4.125' 0.062' 30q• 2{ 1.050' I+ `(-- 1 050' +- 1 .849' 1- 3 25- O69 TOPIBOTTOM RAIL 19 GLAZING S 7/16' GLAZING 78 3l16" 8 114' O BEAD (I.G.) BEAD, FIXED GLAZING 8063-T6 ALy (6063-T6 AL) PANEL CUP LEAS 6063-T6 AL) (6063-T6 AL) 1.003° e.yy,d.. w.T ra2,yo I I 4• 5.62i" l• tCk.. 1•La °. . 0.75T 0.080 0.050' _ } W PANEL CLIP f 0.709' 2J W 0.133" J 6063-T6 AL) IAA 0.133' 1 d98' I 80" 550' +19.863„ iun, FIXED PANEL Inn5.821' 4• 0.709' 123 RETAINER "II_ 128 90' INSIDE CORNER ASTRAGAL 2.826' 0.080' ( (8 3-TB AL) 1,990°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) FUCED PANEII L 890° INSIDE/OUTSIDE O( 6063-T8 AL) '•.9 SNo. 58705 _ RETAINER 9116' CORNER RECEIVER_ * * _ 6063-TB AL) (6063-T6 AL) - ' am TErmmcomwB,E % .c 4i; H. LEl6CE FL 3ITl5 EXTRUSIONS ry,0 aa,az ., S70 CERT. CFAUiH /A2k SERIES 670 ALUM. SGO - NON -IMPACT ,„ NAL JR O4g5'1) C NO CHANGES THIS SNEE7, as. r . e.t w A. LYNN MILLER, P.E. NTS 22 + 22 PGTO128 C RE MM5