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3932 Saltmarsh Lp- 18-911; NEW SFHCOUNTY OF SEMINOLE i IMPACT FEE STATEMENT ` STATEMENT NUMBER: 18100001 DATE: February 28, 2018 BUILDING APPLICATION #: 18-10000164 ^" BUILDING PERMIT NUMBER: 18-10000164 f 1 UNIT ADDRESS: SALTMARSH LOOP 3932 LOT 38 17-20-31-502-0000-0380 1 G/ TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES OF FLORIDA ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3932 SALTMARSH LOOP / LOT 38 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Familyy Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Housing 00 1.000 dwl unit 00FIREngRESCUamiIy QO LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00 SCHOOLS Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PA 00 LAW ENFORCE N/A 00 DRAINAGE N/A OQ AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE RE UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES OVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356, PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 'OP LEFT OF THIS STATEMENT. J THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE { t Y REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit 9 Address: Inspection Description Foundation/Formboard Slab Lintel Sheathing —Roof Sheathing — Walls Roof Dry In Frame Roof Final Insulation Final insulation Final Single Family Residence ELECTRICALPER:IYIIT„ - : , Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final REVISED: June 2014 THIS INSTRUMENT PREPARED BY: ArYt I L UtName: Starlight Homes Florida, LLC Address 1064 Greenwood Blvd Suite 124 Lake Mary FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: 0'i r `3'E!11 id0i.L €Jl.!'I 1 iU3 l Cl ,tll T' CLERK'S m 217,1.801.6830 Parcel ID Number: 17-20-31-502-0000- Q 3 8G The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) t Address: 2 9 kk t(a r 1. -r c air`-'Fo 3 a,-T- [ -3 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, ^GA 30076'_,._..........,,_......___..__ Fee Simple Title Holder (if other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 T_ Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA 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) WAB—NAQ T ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE .JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. U der a of perjury, I declare that I have read the foregoing and that the facts stated in It are true t t of m knowled a and belief. Owner's Signature Owners Printed Name Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one ease may be permitted to sign in his or her stead." State of =EL Countyof e The foregoin Instrument wa nowle ged before me this _! __ _. day of by mQ e ` ., Who Is personally known to me D.d' Name of person making statement OR who has produced Identification type of Identification produced: Shayne Mangel r' V1 NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 Expires 6/21/2021 Notary Signature J^ k l E t I 1 i t, f a CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION FEE- EB, Application No: Documented Construction Value: S Job Address: Y-,5y-" Historic District: Yes 0 No Parcel ID: 17-20-31-502-0000-0a Wyndham Preserve Lot Residential [2 Commercial 0 Type of Work: New 9 Addition 11 Alteration 13 Repair 0 DemoEJ Change of Use[] MoveEl Description of Work: Construct New SFR Plan Review Contact Person: Shayne Man el Title: Permit Coordinator Phone: 407- 708-0161 — Fax: 407-647-0700 Email: Shayne.man2ei@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street. 1405 Old Alabama Road, Suite 200 Resident of property? : City, State Zip: Roswell, GA 30076 Contractor Information No Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Arch itectlEng I neer Information Name: Mulhem & Kul p Phone: 215-646-8001 Street: 20 South Maple Street, Suite 160 Fax: City, St, Zip: Ambler, PA -- Bonding Company: Address: NA E- mail: sivespmulhemkulpcom Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. F8C 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5"h Edition (2014) Florida Building Code Revised: June 30,2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Ownari/Aprit Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature ot'Notary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID _ Type of ID Robert \/Villets Print Contractor/Agent's Name Signature of Notary -State of Florida Date Shayne Mangei NOTARY PUBLIC STATE OF FLORIDA 0 Co# GGI 131110? i19s 6/21W9' c , Nnown to Me orContracto, gen is r_ ersona y Produced ID _ Type of W BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical MechanicalE[ Plumbing' Gas[] RoofLei, Construction Type:_ Occupancy Use: Flood Zone: Total Sq Ft of Bldg: 7,1 A!' Min. Occupancy Load: # of Stories: ?— New Construction: Electric - # of Amps I S,:Q Plumbing -ttof Fixtures 1:1 Fire Sprinkler Permit: Yes n No n #of Heads -Fire Alarm Permit: Yes[] NoRr APPROVALS: ZONING: L,'CA(0? UTILITIES: Al WASTE WATER: ENGINEERING: OTC 6 - k—l-? FIRE: BUILDING: COMMENTS: Ok to construct single family home with setbacks and impervious area shown onplan. Revised: June 30,2015 Permit Application City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangelCa)starlighthomes.com Property Address: 3932 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0380 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: 11011 New structure F] Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition E] 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) OW UR id Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number- 120294009OF Map Date: -Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: Fj The parcel is in the: F-1 floodplain Ofloodway F-1 A portion of the parcel is in the: E] floodplain El floodway 11011 The parcel is not in the: 1101floodplain Ejfloodway 0 The structure is in the: Elfloodplain Elfloodway El The structure is not in the: 0 floodplain F-I 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# 18-911 Reviewed by: Michael Cash, CFM Date: May 17,2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION FEB -qApplicationNo. documented Construction Value: S. Job Address: Historic District: Yes No Parcel ID: 17-20-31-502-0000-03'ga Wyndham Preserve Lot Residential [2 CommercialEl Type of Work: New 9 Addition El Alteration El Repair 0 Demo El Change of Use El Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangei@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite,200 Resident of property? : No City, State Zip: _ Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: _ Lake Mary, FL 32746 Fax: 407-647-0700 State License No.: CGC1 522347 Architect/ Engineer Information Name: Mulhem & Kul p Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@_mulhemkulp.com Bonding Company: NA Mortgage Lender: Address: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2013 Pettit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may, be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued,, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name Signature of Notary -State of Florida 0 Date Shayne Mange( NOTARY PUBLIC STATE OF FLORIDA # GGI 13111Co 6/21 0 Contracto gen ersonaRyiLown to Me or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical Mechanical PlumbingE] GasF] 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 Sprinkler Permit: Yes n No D # of Heads Fire Alarm Permit: Yes 0 No [] APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: BUILDING: Revised. June 30,2015 Permit_Application I I " I Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Landscaping Right -cif -WayIV —1877— " www.sanfordfl.gov 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 any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know whft below. size and location of the existing Fight —of -way and use shall be provided or application could be delayed. Call before yeu dig. 1. Project Location/Address:ZU21 2. Proposed Activity: X-1 Driveway FXJ Walkway Other: 3, Schedule of Work: Start Date 4. Brief Description of Work: Construction Of New SFR Completion Date This application is sublinjItted by: Property 07Signature: Print Name: Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 0 Emergency Repairs Phone: (407) 708-0161 Fax: 407-647-0700 Email: Shayne.mangel@staflighthomes,carn Date: Z Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or prop", 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 ofor connected with the use of the City's right-of-way. I have reaq pi"derstand the above statement and by signing this application I agree to its terms. Signature: Date: 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, Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: S_ Ll . is Date: Noverrrier 2015 ROW Use Driveway.pdf Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: , - \ - \ I I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of. Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 5Y The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert VVillets State License Number: CGC1 522347 Signature of License Holder: & ---V \;1 STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this day 0 10, 7X,41200 , by Robert WHIets who is w e rsonal:lyknown to me or o who has produced as identification and who did (did not) take an oath. Signature she ne Mang0l PUBLIC STATF OF FLORIDA Print or 0e name Comm# GG113111 I Expires 6/21/2021 Notary Public -State of Commission No. My Commission Expires: Rev. 08.12) NVI ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date:—Q,-N-.),-1 ' Project Name: Wyndham Preserve - Lot 3t Project Address: Nv-tJ sZford FL 3277B Building Permit 4: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I . This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney' s fees, 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFC1 outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Print NaLe QfOwner/ Tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/ 10/15) Robert Willets Print Name of Gen. Contractor Sianature of G CV ractor CGC154e Gen. Contractor License # Print Name of El. Contractor Signature of El. Contractor L2 MWC- lf 1) El. Contractor License # ci Progress Energy o Florida Power and Light on __/' WYNDHAM PRESERVE - LOT 38DIMENSIONNOTE: Proposed building dimensions shown hereon are of the exterior. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front 25' Reor 20' Side 5' PLOT PLAN WYNDHAM PRESERVE LOT 38 PB 81, PG 93) SAL TMARSH,COOP 50' RIGHT-OF-WAY PRIVATE ROAD) ASPHALT PAVEMENT S 89*40'51 " W 555.95L_1 CENTER/ LINE PCP OF PAVEMENT 2' CONC CURB PROPOSED APRON cs t ^ -"L-,# 40.00' a>- W;r V) - 0;-> X W L N) 0 as zo PROPOSED CONC WALK PORCH;6.0' 6.00 28.0 PROPOSED 2 STORY RESIDENCE O 1826 VOYAGER ELEVATION - S 5 GARAGE - LEFT FFE = 29.9 LOT 37 03 6.01 28.0 2.7 b-U_ 1 5 3 PATIO A C PAD 10.0 4- rn toul LOT 38 AREA = 4,680 S.F. LB LEGENI)-ADUSSD-Access/Drainage/Utilities/SidewolkLicensedsiness BFP-Backflow Preventer Sight Distance Easement S1 PRM-Permonent Ref. Monument I- Survey R -R. P, arted PCP-Permonent Control Point D -Description FP&L-Florida Power & Light P -Plot FFE-Finish Floor Elevation D.B. -Deed Book Water Meter O.R.-Official Records Book X -Water Valve P,B.-Plat Book Cr-Fire Hydrant Pg. -Page AVIR -Reclaimed Water Meter Elev, -Elevation RCM -Reclaimed Water Valve Conc.-Concrete Cable Box BP -Brick Paver Telephone Box SW -Sidewalk Electric Box FFE-Finished Floor Elevation 0-Utility Pole CI -Curb Inlet Guy Pole GTI-Grote Top Inlet Light Pole P.U.E.-Public Utility Easement E-- -Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride 0 -Storm Sewer Manhole NCS -No Comer Set (Falls in Water) Si -Sanitary Sewer Manhole SF -Square Feet EHHo -Electric Handhole D.U.E.-Drainage/Utility Easement COO -Clean Out FMGD-MAG NAIL & DISK CVX-Irrigation Control Valve P.K.-Parker Kolon Nail Sign SIR -Set 1/2" Iron Rod LB7768 WX-Gate Water Valve SPKD -Set PX & Disk LB7768 R-Gas MeterFIR -Found 1/2" Iron Rod LB7768 11 -Existing Grade FIP-Found 1/2" Iron Pipe L87768 CI -Blow -off Valve FPKD -Found PX Nail & Disk LB7768 -ft- -Drainage Flow Direction FCM-Found 4"x4" Concrete 10.0-Pr000sed Design Grade I Description I Date I Dwn.1 Ck'd I P.C. I Order No. I S8.9*40'51 LOT 47 PROPOSED 5' CONC SIDEWALK 10'UTILITY EASEMENT (P) LOT 39 Q11 SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roods, walks, and other similar items shown hereon were token from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and ore referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29), 4, Proposed grades & finished floor elevations shown hereon are from the construction pion for "WYNDHAM PRESERVE*, City of Sanford Seminole County, Florido. 5. This Plot Plan is subject to matters shown on the construction plans for *WYNDHAM PRESERVE". City of Sanford Seminole County, Florida. 6, Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) PLYQNLY r es D. 66-vj;4-, RIDA PROFESSIONAL-SW R'1)PER NO . L..S...6.. 915 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL shown on plan. Contractor and owner are to verify oil setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying. Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. LOT AREA CALCULATIONS LOT 4,680 SQ.FT. LIVING AREA= 739 SQ.FT. GARAGE 400 SQ.FT. ENTRY a 39 SQ.FT. DRIVEWAY = 478 SQ.Fr. PATIO 100 SQ.FT. WALKWAY = 46 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 31 , `7 7. SOD = 2,869 SQ.FT. OFF LOT AREA CALCULATIONS R/W 1,000 SQ.FT. APRON 113 SQ.FT. SIDEWALK 200 SQ.FT. SOD 126 SQ.FT. TOTAL AREA AREA = DRIVEWAY = 591 SQ.FT. SIDEWALK = 246 SQ.FT. SOD 2,995 SQ.FT. 1 0 1 FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Map Panel Number 1-2-127C-0765H. in Flood Zone "X" DESCRIPTION: LOT 38, according to the plat of "WYNDHAM PRESERVE" as recorded in Plat Book 81, page 93 of the Public Records, City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. Drown: MTP I Checked: JDL I P.C.: Data File:BrinonEast-Plat Dote: 1/22/18 JDwg:Bft=E=t-L*t3a Order No.: - SEC. 17 - TWN, 20 S. - RNG, 31 E. Field Bk, - WYNDHAM PRESERVE - LOT 38DIMENSIONNOTE: Proposed building dimensions shown hereon are of the exterior. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' PCP LOT 37 WYNDHAM PRESERVE LOT 38 P8 81, PG 93) SAL TNARSH LOOP 50' RIGHT—OF—WAY PRIVATE ROAD) ASPHALT PAVEMENT S 89*40'51 " W 555.98' Jlo_ CENTER) LINE PCP EDGE OF PAVEMENT PROPOSED APRON A09*40'51' 40. 0 a>- 0 PROPOSED CONC WALK 6.0" PORCH 25.0 PROPOSED 2 STORY RESIDENC 1826 VOYAGER ELEVATION - S GARAGE -LEFT FFE = 29.9 6.01 28.0 2.7 5 3Z!A C OPATIOo PAD 6 9 LOT 38 AREA = 4,680 S.F. rr-r -rani r-quignin' LEGEND:ADUSSD-Access/Drainoge/Utilities/SidewolkLB -Licensed usiness BFP-Backflow Preventer Sight Distance Easement SD PRM-Permanent Ref, Monument R1 :Suporyted PCP -Permanent Control PointJ' e Description FP&L-Florido Power & Light P -Plot FFE-Finish Floor Elevation O.B.-Deed Book 9 -Water Meter O.R.-Official Records Book Dol -Water Volvo P.B.-Plat Book r-Fire Hydrant Pg.-Pogo RCM -Reclaimed Water Meter Elev. -Elevation ROX-Reclaimed Water Valve Conc.-Concrete Cable Box BP -Brick Paver Telephone Box SW -Sidewalk E]-Electric Box FFE-Finished Floor Elevation 0-Utility Pole Cl-curb Inlet 0 -Guy Pole G71 -Grate Top Inlet O-Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride 0 -Storm Sewer Manhole NCS -No Comer Set (Falls in Water) D -Sanitary Sewer Manhole SF -Square Feet HHo -Electric Hondhole D.U.E.-Drainage/Utility Easement Coo -Clean Out FMGD-MAG NAIL & DISK CVi><-Irrigation Control Valve P.K.-Parker Kalon Nail b -Sign SIR -Set 1/2" Iron Rod L87768 WX-Gate Water Valve SPKD -Set P.K. & Disk L87768 IM -Gas Meter FIR -Found 1/2' Iron Rod LB7768 Existing Grade FIP -Found 1/2" Iron Pipe L87768 a -Blow-off Volvo FPKD -Found P.K. Nail & Disk L57768 -,---Drainage Flow Direction FCM -Found 4"x4" Concrete 10.0-Proposed Desiqn Grade pj, In, U*q"4ffL7TMUq =0MITLONi S89*40'51 LOT 47 2' CONC CURB PROPOSED 5' o /'CONC SIDEWALK 10'UTILITY EASEMENT (P) 0) V) LOT 39 SURVEVOWS NOTES: 1. Current title Information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and ore referenced to the NATIONAL GEODE11C VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for "WYNDHAM PRESERVE". City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for "WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) DULY11 0 leat9ftittin dr4m 0 W S.0 CL a Q 7 P4 Ts4) cr) 0 UU 3va 00 0 Cas M = 00 backs and imi2ervious area shown Q0iAo-c 9-c - S, 6, L BUILDING LAYOUT NOTE: Contractor and owner are to verify oil setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. LOT AREA CALCULATIONS LOT = 4,680 SQ.FT. LIVING AREA= 739 SQ.FT. GARAGE = 400 SQ.FT. ENTRY = 39 SQ.FT. DRIVEWAY = 478 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 46 SQ.FT. A/C PAD = SQ.FT. IMPERVIOUS= 4e9 17. SOD 2,869 SQ.FT. OFF LOT AREA CALCULATIONS R/ W = 1.000 SQ.FT. APRON = 113 SQ.FT. SIDEWALK = 200 SQ.FT. SOD = 126 SQ.FT. TOTAL AREA AREA= 5,680 957r— DRIVEWAY = 591 SQ.FT. SIDEWALK = 246 SQ.FT. SOD = 2,995 SQ.FT. PPXPARED O. FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Mop Panel Number 12127Q—Q7§5H, in Flood Zone " I" DESCRIPTION: LOT 38, according to the plat of " WYNDHAM PRESERVE" as recorded in Plat Book 81, page 93 of the Public Records, City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: ( 321) 270-0440 Fax: ( 813) 248-2266 Licensed Business No. LB 7768 GeoPointt\ Surveying, Inc. es D. G&elf LS6915 Drown-- MT]P I Checked, JDL I P.C.: Data File: SriwonEast-Plat R ? 1DA PR OFESSIONWSU 01 PPER NO. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Date' 1/22/18 JDwg:8riswE=t-Lot38 Order No,: Wn WAI nF A F1 ORInA I IrFNSFr) SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG, 31 E. Field Bk, f FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 38 - 1826 SL Builder Name: Starlight Homes Street: 3932 Saltmarsh Loop Permit Office: S ' I CountoupoCity, State, Zip: Sanford . FL , 32773 Permit Number: Owner: AA;ru ,,- Jurisdiction: Design Location: FL, Sanford'" County:: Seminole (Florida Climate Zone 2 1, New construction or existing New (From Plans) 9. Wall Types (2406.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=110 1111,50 ftz b. Concrete Block - Int Insul, Exterior R=4,1 91537 ft,' 3. Number of units, if multiple family I c. Frame - Wood, Adjacent R=110 379.02 ft-' 4, Number of Bedrooms 3 cl, N/A R= ftz 5. Is this a worst case? No 10. Ceiling Types (1139.0 sqft,) Insulation Area a. Under Attic (Vented) R=30.0 1139M ftz 6. Conditioned floor area above grade (ftz) 1826 b. N/A R= ftz Conditioned floor area below grade (ftz) 0 c, N/A R= ftz 11. Ducts R ftz 7, Windows(154.0 sqft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 365.2 a. U-Factor: Dbl, U=0.34 113.00 ftz SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ftz 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a, Central Unit MO SEER:14.00 c. U-Factor: N/A ftz SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftz a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1,000 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Types (1139.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=O,O 739,00 ftz b. Conservation features EF: 0.950 b, Floor over Garage R=19.0 400.00 ftz None c. N/A R= ftz 15. Credits Pstat Glass/ Floor Area: 0.084 Total Proposed Modified Loads: 55.17 PASS TotalBaselineLoads: 57.42 1 hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates compliance with the Florida Energy Code. PREPARE PREPAREDBefore construction is completed DATE: Lw t this building will be inspected for c. compliance with Section 553.908 0-54, Iherebycertifythatthisbuilding, as designed, is in compliance Florida Statutes, I with the Florida Energy Code. I OWNER/ AGENT: JL 711'%O A-X k) WL. BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handier 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 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSIIRESNET/ICC 380, is not greater than 0.030 Qn for whole house. 1/ 19/2018 1:01 PM EnergyGauge@ USA - FlaRes2017 Section R405.41 Compliant Software Page 1 of 4 FORM R405-2017 , PROJECT Title: Lot 38 - 1826 SL Bedrooms: 3 Address Type: Street Address Building Type: Use( Conditioned Area: 1826 Lot # - 38 Owner Name: Total Stories: 2 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 3932 Saltmarsh Loop Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site 97,5% 2.5 % Jvrr Winter Summer Degree Days Moisture Range FL, Sanford FL-ORLANDO-SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume Blockl 1826 15677A SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated Floor 1 739 68723 Yes 4 0 1 Yes Yes Yes 2 Floor 2 1087 8804.7 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Floor 1 97.3 ft 0 739 ft,? 0 0 1 2 Floor over Garage Floor 2 ---- ---- 400 ft' 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor, Tested Tested Insul, deg) 1 Hip Composition shingles 1274 ft2 0 ft, Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC I Full attic Vented 300 1139 ft,' N N 1/19/2018 1:01 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 X01 _10,Tlyff, rl1 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Floor 2 30 Blawn 1139 ft' 0:1 Wood WALLS Adjacent Spate Cavity Width Height Sheathing Framing Solar Below 0mt___ To_______Wa1I_T ype_--"-alue-FJ--Ja--F-t-.,-,,tn,,-, Area R=Value-Fraction Absor__Grade%_, 1 W Exterior Frame - Wood Floor 2 13 40 9 8 1 329.4 ft' 0 0.25 0,6 0 2 W Exterior Concrete Block - Int Insul Floor 1 4.1 40 9 9 5 3817 ft' 0 0 0.6 0 3 N Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 4 N Exterior Concrete Block - Int Insul Floor 1 4.1 8 0 9 5 75,3 ft' 0 0 0.6 0 5 E Exterior Frame - Wood Floor 2 13 40 9 8 1 329.4 ft, 0 0,25 0.6 0 6 E Exterior Concrete Block - Int Insul Floor 1 41 20 6 9 5 1910 ft' 0 0 0.6 0 7 S Exterior Frame - Wood Floor 2 13 28 0 8 1 2263 W 0 0.25 0,6 0 8 S Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 2633 ft' 0 0 0.6 0 9 N Garage Frame - Wood Floor 1 13 40 3 9 5 379.0 ft' 0 0,25 0.01 0 DOORS V Ornt Door Type Space Storms U-Value Width Height Area Ft' In Ft In 1 E Wood Floor I None .39 3 6 10 20,5 ft' 2 N Wood Floor 1 None .39 2 10 6 10 19A ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening W ^^ 1 N 3 None Low-E Double Yes 034 0.26 N 8.0 ft' 1 ft 0 in I ft 0 in None None 2 N 3 None Low-E Double Yes 0.34 0,26 N 30.0 W 1 ft 0 in 4 ft 0 in None None 3 E 5 None Low-E Double Yes 0.34 0,26 N 15.0 ft' 1 ft0in I ft0in None None 4 S 7 None Low-E Double Yes 0.34 0.26 N 30,0 ft' 1 ft0in 1 ft0in None None 5 S 8 None Low-E Double Yes 0.34 0.26 N 30.0 W 1 ft0in 11 ft0in None None 6 S 8 Vinyl Low-E Double Yes 0.58 0,25 N 41.0 ft' 1 ft0in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wait Height Exposed Wall Insulation 1 400 ft' 400 ft' 64 ft 93 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACM ACH 50 1 Wholehouse Proposed ACH(50) .000382 1829 100.41 188.84 3432 7 1/ 19/2018 1:01 PM EnergyGaugeO USA - RaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts I Electric Heat Pump/ Split HSP*F:8.2 30 kBtL.,!hr 1 Sys# 1-- COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts I Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType---t-ocation EF Cap— Use SetPnt Conservation I Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 365,2 ft Floor 2 91.3 ft2 Prop, Leak Free Floor 2 cfm 54.8 cfm 0.03 0,50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolie g J FeanFebatMar rApr JunMay Jul 1 Au 9 SovOct00't Dec Heat ng FebJan Xj Xj Xj Apr I JM y jy' Jun Juln A ugn rl Sep W Nov Dec Venting Jan Feb X Mar Apr May Jun Jul Aug Sep Oct xi Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1/19/2018 1:01 PM EnergyGaugeO USA - FlaRes2017 Section R405.4,1 Compliant Software Page 4 of 4 U 14--L,TMntym-sia III WEM25 ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6, Conditioned floor area (W) 7. Windows— Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=026 b. U-Factor: Dbl, U=0,58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d, U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 3932 Saltmarsh Loop, Sanford, FL, 32773 New (From Plans) 9, Wall Types insulation Area Single-family a. Frame - Wood, Exterior R=110 1111,50 ft2 b, Concrete Block - Int Insul, Exterior R=41 915,77 ft2 1 c. Frame - Wood, Adjacent R=13.0 379,02 ft-' 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a, Under Attic (Vented) R=MO 1139,00 ft2 1826 b. NIA R= 112 Area c. N/A R= ft2 113.00 ft2 11, Ducts R ft2 a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 3652 41.00 ft;t 12. Cooling systems kBtuthr Efficiency ft2 a. Central Unit 30,0 SEER:14M 8, Floor Types Insulation a, Slab -On -Grade Edge Insulation R=0.0 b. Floor over Garage R=19.0 c. NIA R= ft2 13. Heating systems a. Electric Heat Pump 1.000 ft. 0.257 Area 14. Hot water systems 739.00 112 a. Electric 400.00 ft2 ft2 b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: dQ(tg Address of New Home: q IUL L LO-A City/FL Zip: kBtu/hr Efficiency 30,0 HSPF:8.20 Cap: 50 gallons EF: 0,95 Pstat r6 -v 14 E SZAJI 01 - 14V '4K0 f" btu7% 0 wvi Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.corn for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1,3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/19/2018 1:01 PM EnergyGauge(& USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 38 - 1826 SL Builder Name: Starlight Homes Street: 3932 Saltmarsh Loop Permit Office: Seminole County City. State, Zip: Sanford , FL . 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier, not be used as a sealing material. 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 any gaps in the air barrier shall be sealed. 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 with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed, minimum. 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 walls. 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 spa c 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 behi(ld ojQj[lg and wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall 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. I Caulking or other adhesive sealants shall not be used to fill voids cover platgs and WalJ5 gr ceilings, a. in addition, inspection of log walls shall be in accordance with the provisions of ICC-400, 1/1912018 1:01 PM Ener9yGaugeV USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017, Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 38 - 1826 SL Builder Name: Starlight Homes Street: 3932 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1826 sq.ft, Cond. Volume: 15677 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50) from HOUSE PRESSURE FLOWN FORM R405-2017: 1 Pa cfm 2 Pa cfm Tested ACH(50) 3 Pa — cfm * Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50) shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm I system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches 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. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: 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 third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 0vVE S714' 110 Wi 1/19/2018 1:01 PM EnergyGauge(& USA - FlaRes2017 - Section R405.4,1 Compliant Software Page 1 of 1 FORM R405.-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 38 - 1826 SL Builder Name: Starlight Homes Street: 3932 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,Out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System 7 Outside Duct Leakage 1 System I CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1826 House Duct ( Total Conditioned Floor Area) System Leakaae (Qn,Out)* Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1/19/2018 Duct tightness shall be verified by testing to 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, BUILDING OFFICIAL: DATE: 1 11413 $7, X W,- 1/19/2018 1:01 PM EnergyGauge(g) USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 51 Project Summary Job: Starlight -Wyndham Wright'soft- Date: 611612017 Entire House By: Energy Air, Inc Plan: 1826 S Voyager 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: www.energyair.com For: Lot 38 - 1826 SL, Starlight Homes 3923 Saltmarsh Loop, Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 16187 Btuh Structure 14769 Btuh Ducts 2141 Btuh Ducts 3174 Btuh Central vent (30 cfm) 847 Btuh Central vent (30 cfm) 578 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19175 Btuh Use manufacturer's data y Rate/swingmultiplier Equipmensensi le load 1.00 18521 BtuhInfiltration Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3073 Btuh Ducts 579 Btuh Central vent (30 cfm) 887 Btuh Heating Cooling Outside air Area (ft2) 187 187 Equipment latent load 4540 Btuh Volume (ft') 16161 16161 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 23061 Btuh Equiv. AVF (cfm) 135 70 Req. total capacity at 0.70 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 OF Backup: 8.2 HSPF 28600 Btuh @ 47°F 29 OF 899 cfm 0.049 cfm/Btuh 0.50 in H2O Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 11.7 EER, 14 SEER Sensible cooling 20020 Btuh Latent cooling 8580 Btuh Total cooling 28600 Btuh Actual air flow 899 cfm Air flow factor 0,050 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.80 Input = 5 kW, Output = 16034 Btuh, 100 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jan-19 12:58:56 r- vilerightsoft' Right-Suile,6 Universal 2017 17,0,28 RSU02534 Page 1 Specific\Wyndham Preserve\Lot 38 - 1826 SL,rup Cale = MJ8 Front Door faces, N ft,,, Manual S Compliance Report g Entire House Energy Air, Inc 5401Energy Air, *. Orlando, e328mPhone: 407-886-3729email: GRennerQenergyair. cam Web:.vAvenergyair.com For: Lot 38-1828SL.Starlight Homes Design Conditions Outdoor design DB: 92 6°F Sensible gain: 18521 80uh Outdoor design VV8:7S,S°F Latent gain: 4540 Bhuh Indoor design DB: 75.0°F Total gain: 23061 Btu nduorRH 5096 Estimated airflow: 889 cfm Manufacturer's Performance Data atActmaUDesign Conditions Equipmanttype: Sp|itAGHP Manufacturer: Carrier YNode|:CH14NB03OOU0OA+FB4CNPO3OL Actual airflow: 899 cfm Sensible capacity: 2US27 Btuh 113Y6ofload Latent capacity: 5182 Btuh 114Y6ofload Total capacity: 26119 Btuh 11396ofload SHR: 8096 Design Conditions Outdoor design OB: 44.2°F Heat loss: 19175 Btuh Indoor design DB: 70.0°F Manufacturer' s Performance Data atActual Design Conditions Manufacturer: Carrier ModeiCH14NBO3UOUUUA+FB4CNPO3UL Actual airflow: 899 cfm Output capacity: 28600 Btu 14996ofload Supplemental heat required: O Btuh Backup equipment type: Becetrip Manufacturer: Model: Actual airflow: 898 cfm Output capacity: 4.7 kW 84% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. Job: St*Ngm-mynuham Date: 6n6/2017 By: Plan: 1826 S Voyager Entering coil D8: 76.80F Entering coil WB: 615OF Entering coil D8: 88.8°F Ca 35 ,F Economic balance:-99 OF 2018- Jan-1912:58:56 wrighKSOft^ eigm-SomeOUniversal 2mn/rumnouo25o page, opemmcwnyno^wnpesamauxw' mzsuL.ru» ualc~muo Front Door faces: m K 00 00 *gm-x n mDuct ~~~~~~ Summary o w onsoo7 Entire House By: pmn' 1uzaSVoyager Energy Air, Inc mm1Energy Air, c,.Orlando, pLom1nPhone: ^mr-8o6-ums Email: enooner(genamya/oumWeb: w°W.enmnya/coum Project Information For: Lot 38- 182SSL.Starlight Homes 3923Su|tmarah Loop, Ganford, FL32773 External static pressure Preauure|oayeu Available static pressure Supply /return available pressure Lowest friction rate Actual air flow Total effective length ( TEL) Heating 0.50 in H2O 0.22 in H2O 8.28 in H2O 0,140/8] 40 in H2O 0.143 in/ 100ft 899 ofm Cooling 0.50 in H2O 0.22 in H2O U 28 in H20 0.140/0. 140 inH2O 0.143 in/100ft 899 cfm 196 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diarn in) H x W in) Duct Matl Actual L n ( ft) Ftg, Eqv L n ( ft) Trunk Name Name Type cfm) cfm) FIR fpm) in) in) Material Trunk aomxmx"values have been manually over,muo 2018-Jan-19/2: 58:56 nigm-Sume40Universal uo,r, 7.umRouu25x page 1 anecmoxwynu^*npwuam*u^uo'mxeoL. m* oam~wuo Front Door faces: w Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mad Trunk rb3 OX0 899 899 0 0 0 0 Ox 0 VlFx Writ„ htSOft' Right-Suitee Universal 2017 17.0.28 RSU02534 ZCK '.. Specific\Wyndham Preserve\Lot 38 - 1826 SL.rup Calc = MJ8 Front Door faces: N 2018-Jan-19 12:58 56 Page 2 N Starlight - Wyndham Performed for: Lot 38 - 1826 SL 3923 Saltmarsh Loop Sanford, FL 32773 Level I Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyair.com 4'VTW Scale: 1/8" = 1'0" Page I Right-SuiteO Universal 2017 17.0.28 RSU02534 2018-Jan-19 12:59:07 am Preserve\Lot 38 - 1826 SL.rup N level 2 AHU ON METAL STAND 2.5 TON 240V /5KW HP m ba 4 m br3'V TR D 8 x 4 39 cfm 1OX6 89 cfm 6wic 4 0 9 x of 6 m 6 8 x 4 20 cfm Sup Riser 4 12 " cls2 1818 x 8 7 12,,,, b Laun 4 8 x 4 14 x6 0111 35 dr-n' El 10 x 6 73 cfm 4 TR 3$ GFM Sup Riser 8 x ac Inwic3ba26m4 8 x 4 T 12 cfm F 4 6" 24 x 18 899 cfm 10 x 6 x 6 96 dru 74 efru 14 x 6/ 111, Loft bra Job #: Starlight - Wyndham Energy Air, Inc Scale: 1/8" 1'0" Performed for: Page 2 Lot 38 - 1826 SL 5401 Energy Air, Ct Right-SuiteO Universal 2017 3923 Saltmarsh Loop Orlando, FL 32810 17.0.28 RSU02534 Sanford, FL 32773 Phone: 407-886-3729 2018-Jan-19 12:59:07 www.energyair,com GRenner@energyair.com ... am Preserve\Lot 38 - 1826 SL.rup Ajit -k' Iyz m6 PASPAXLMER cELECTRIC Starlight flornes 1826 Voyager LOAD CALCULATION December 12, 2017 I. HVAC LOADS (,NEC 2014 - 220.82(C)(3) - M1 ZONE COMPRESSOR SIZE 1 3.00 FON 2 ON 3 TON 4 FON 5 FON ZONE AIR HANDLER 1 7.00 KVA 2 KVA 3 KVA 4 KVA 5 KVA FOLAL CONNEC"FED LOAD FOR HVAC SYSTEMS rO'rAl.. LOAD FOR COMPRESOR 6a 100% FO'I-Al, LOAD FOR AIR HANDLER (a), 65% FO'I'Al-. HVAC DEMAND LOAD CONNECTED LOAD 5.40 KVA BLOWER MOTOR CONNECTED LOAD 0,67 7.67 KVA 13.07 KVA 5.40 KVA 4,99 KVA 10.39 KVA 11. GENERAL LOADS INEC 2014 - 220.82(B)i U - (40 LIGI-I'I-ING 1826 Sq Ft ter, 3VA/Sq. Ft 5.48 KVA QtKVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUFF L50 KVA 1 5 DRYER CIRCUIT 5.00 KVA 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) 4.50 KVA 4. 5 WATER HEATER (2) 1 1.2 DISHWASHER 1.20 KVA 1 0.8 DISPOSAIJI) 0.80 KVA 0. 8 DISPOSAL(2) 7. 2 RANGE/OVEN (1) 1 12 RANGE/OVEN (2) 12.00 KVA 7, 2 COOK'FOP CIRCUFF 7. 2 SUMMER KFFCI-ILN/J [--'NAIR 1 2.5 MICROWAVE CIRCUIT 2.50 KVA 4. 8 IACUZZI'FIJB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL 7. 2 30AMP POOL CIRCUIT 14. 4 60AMP POOL CIRCUIT 19. 2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 35.98 KVA IS- 1- 10 KVA (GENERAL LOADS) 100% ROO KVA REMAINDER ( GENERAL LOADS) 1 40% 10.39 KVA SUB - TOTAL (GENERAL LOADS) (NEC 2014 - 220.82(B)l 20.39 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.39 KVA TOTAL DEMAND LOAD INEC 2014 - 220,82(A)1 30.78 KVA MINIMITM SERVICE SIZE 128.24 AMPS I RECOMMENDED SERVICE SIZE 150 AMPSj Lumber design valbes arwin accordance with ANSVTPI 1 section 6.3 These truss designs rely on lumber values established by others. IJ M i Te k RE: WP0038 - WP0038 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: WP0038 Model: 1826 S Tampa, FL 33610-4115 Lot/Block: 38 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017ITP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 19 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 TI 2943753 All G 1/12/18 118 T129437704V3 1/12/18 2 T12943754 A2 1/12/18 119 T12943771 V5 1/12/18 3 T12943755 A3 1/12/18 5 1- 2-9-4-3-7-5 7- A- -5- 1/12/18_ T -f NJT5 6--A7—G----___ 1 / 1 ill 8 B1GE 1/1-2/1-8T12943760 9 J 91; 1 37( 1 1/12/18 10 T12943762 I GJ1 1/12/18 12-/-1T1244: fi— 76 C 3-------------1 8— 12 T12943764 CJ5 1/12/18 13 T112943765EJ7 1/12/18 15 T12943767 HJ7 1/12/18 16----7f1-2§4-3M68 INA1 1/12/18 17 T1 2943769 V12 1/12/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIfTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSVTP1 1, Chapter 2. z No 22 39 Irr Ra X C S TE OF 4 0 R Walter P. Finn PE No,22839 MiTek USA, Inc, FL GO 6634 6904 Parke East Blvd, Tarnpa FL 33610 Date: January 12,2018 Finn. Walter 1 of 1 Job Truss 1huss Type. oty Ply WP0038 J-12943753 WP0038 Ai C. Hip Gilder Job Reference (optional) Builders FirstSo(i;ce, Tampa, Plant (,fly, l:ioi ida 33566 8,130 s Sep 15 2017 Mtr-ek Industiies, Inc, Fu Jan 12 06:24:34 2018 Page 1 1[):5c7Af685PEIPxJ638d3NKNz4S6o-139Mo9t.)OEMyQC4P9AP7wbpbG5A4rLNf(,oc726xRzw131x o 4-3-11 7-0-0 11 8'9 16-3 7 21 0 0 23-8'5 28-0 0 29-0-0 1-0-0- 4-3 11 2-8-5 4 go 4 6 13 4-8-9 2-8-5 4-3 11 100 5X6 --- 7-00 2x4 3x8 - lo 5 20 21 (" 22 14 25 X 14 27 1 5X8 --- 4x 10 MT20L4S 2,4 LOADING (pst) SPACING- 2-00 CSL T(ILL 20,0 Pale Gnp DOL 125 TC 1 00 1 CDL 7.0 Lumber DOL 1 2") Bc 098 PULL- 0.0 Rep Stress Incr No WB () 80 BCDL 100 Code FBC2017/TP[2014 MaIrix SH LUMBER - TOP CHORD 2x4 SP No,2 Except' 4-7: 2x4 SP No, I BOT GHORD 2x4 SP No, I WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=2106/0-3-8,9--2106/0-3-8 Max HoLz 2=46(LG 27) Max Uplift 2=688(LG 4), 9=-688(LC 5) Scaleuile , 1 46 9 21d0-01 TEFL. m (Ioc) 11dell Ltd PLATES GRIP Veil(LLI 034 13-15 >98kO 240 MT 20 244/190 Vert((' ((' T -064 13-15 >520 160 MT201-IS 187/143 Horz(Gl) 0,18 9 n/a n/a Weight 1141 In FT , 20% BRACING - TOP CHORD Sltwcturai wood sheathing directly applied BOT ("HORD Rigid ceiling directly applied or 4-9-5 oc t)racing, FORCES. (b) - Max, Cotnp,/Max. Ten, - All forces 250 (11h) or less except when shown. TOP CHORD 2-3=-4682/1520, 3-4=-454011539, 4-5.z,-5410/1845, 5-6=-5409/1845, 6-7=-4243/1452, 7-8-4, 4540/1538z 8-9=-4681/1520 130T CHORD 2- 17=136214240, 16-17=-1362/4240, 15-16=-13414/4205, 13-15=-175615409, 12-13=,-1756/ 5409, 11-12--135014239, 9 11=-1350/4239 WEBS 4-16=- 90/586, 4-15---482/1464, 5-15=-5251323, 6-13=0/384, 6 12=-1432/474, 7-12= 316/ 1297 NOTES- 11, unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10, Vult=140nlph (3-second gust) Vasd,-Iorttnph; TCDL,=4 2pst, RGQL-3.0pidl ri=-15r, Gat if, Exp C, Eno- C,Gpi=0. 18; MWFRS (envelcipe), cantilever left and fight exposed I end vertical Left and right exposed; LUTTIber DOL=l 60 plate grip DOL= 1,60 3) Provide adequate drainage to prevent water ponding, 4) All plates are MT20 plates onless otherwise indicated. 5 1 ) This trusshas been designed for a 10.0 pst holtorn chord live load rionconciarent with any other Live loads. 61 * This buss has been designed tot a live, load of 20,01)sf on the bottom chord in all areas whefe a rLotangie 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other rilernber's, 7) Provide mechanical connection (by others) of truss to hearing plate capable of w4hstanding 688 In Uplift at joint 2 and 666 (b uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support coni entrated oadfs) 210 Ib down and 206 Ib up at 7-0-0, I's 1 Ib down and 110 Ib up at 9-0-12, 111 Ib down and 110 ib up M 11 0- 12, If 1 lb down and 110 Ib up at 13-0 12, 111 In down and 110 Ito Lip at 14-11-4, 111 lb down and 110 lb tit) at 16-11-4, and 111 lb down and 110 If,, tip at 18-11-4, and 210 lb down and 2061bulpat 21, 0 0 on top chord, and 340 lb (,town and 113 Ib up at 70-0,851bdawn at 9-0-12, 85 In down at 11-0-12,8511) down at 13-a- 12,851bdawn al !4-11-4,851bdown at 16-I!-4,and 85Ibdown at 18-11-4, and 340 lbidown and 113 lb Lip at 20-11-4 on bottom chord. The design/selection or such connection devfce(s) is the responsibility of others- 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted a,,, ttont (F) of back 1B) LOAD CASE(S) Standard WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFFRANCE PAGE U/1- 7473 rev. 1010312016 BEFORE USE. ittnl- L, 11, N1 M!Tek' Quality Criteria, D$8-89 and RCS1 Building Component 1,904 Fwke Fast Blvd. Safety Information a, 111- it'kn 1- til Iikn4 11"t- "P, H 1", stwo! Alex, iF,16 14 Tamp,,I't, 33610 Job Truss Truss Type WP0038 AlG Nip Girder Builders FirstSource, Tampa, Plant City, Florida 33566 LOAD CASES) Standard 1) Dead •t Root Live (balanced): Lumber Increase=1,25, Plate lnurease=1.25 Unitarm Loads (plt) Vert; 1-4=-54, 4-7=-54, 7- Goncentrated Loads (Ib) Vert: 4— 163(F) 7=-163(F) 28=-61(F) 29=-61(F) M -54, 2-9=-20 Qty Ply WP0038 T12943'7S3 1 1 Job Reference (optional) 130 s Sep 15 2017 MlTek Industnes. Inc Fit Jar. 12 06 24 34 2018 Page 2 ID:5c7Af685PE1PxJ638d3NKP374S6e-j39MQ9b0EMyOCiP9AP?wbpbG5A4rL NtCocl?6xRzw6l x 16— 34C(F) 12= 34O(F) 18=-11 i(F) 19=-111(F) 20=-111(F) 21=-11 VF, 22--1 I l(F) 23=-111(F) 24_ 61(F) 25=-61(F) 26=-61(F127= 61 fl WARNWO • Verity design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE Mll-7473 rev. 10l0"015 BEFORE USE t mvl)r,,, Ili, it II}- ;Ilv,Att, Nij1 k <,tit1 .1,Ts IN-1 u,1n0tn1x I "nW, Tt.:,it1 q n -1 [-1 •a,., zr ft f I:it, III, tt i< 1u at I, A liry I, on# TI, rt1,",I a truss sq train R G.nr itx, Ih<x t uTI Sn t less tn< s n +tel uptV th> Tf:q 41it Ihty ct 7 iqt, t en rMr nkr s:.TT 9 i i { afy En rI e ll«: Ihts S u,}n urt th r^n iii _ MR t4, 1 iti•7uvIt, It-$I,t, 'Ima«Wt v kUn,i 44 fiet<71, 1 trussa?,k zrvihw, lni,_f inemit xx<at1y. A, 1, Wt E <<sI k,[Iq t.)i -I(I il"It I,- rv 0to-v 1;1tI MiTek n ah< Y' t< 1 Tri 1 k i sl xh rily nil { i cent III tt'se it 1 ssttd t u n.7Ht pny ra ,i f>"[ x:TtY c#am,xlc= t ,t t;rnea tl ,1uki n< < }w ,11u7 She hAae < T&vT 'l-, r<le, ivn.<,ry, ei ,A,1<on,i t vi"inq of tnns< s-.a,<i fvjr lsysbam,, a ,,ANSI(TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information <iv<BI it 4e 4-m 1rus, PkIre Inzii t+.:le. S'1ft M i s:e Sh < t, Sidle : IX Al(?X<Isvlu, T VA 22a t 4, Tami?a. FL 33610 Job Tiuss irussType city Ply WP003 T12943754', W iD0038 A2 Hip Joh Reference (oplicnai) Buddeis FustSoutce, i ampa, Plant City, Florida 33506 8 130 s Sep 1> 2017 MiTek Industnes, Inc- f rlast 12 06 24 35 2018 Page 1 ID_ 5c7Af685PEIPXJ638d3NKNz4Sfie- 3tOjkeVice4f4Ht2kMzjR(IMpoM81 CR6F3xrnktUuzwBt w 1- 0-0.. 518-11 9-0-0 14-0-0 190_-0 22 3-5 28 4-0 119 0-0. t 0 0 _- 5 }3.1 I— 3 3 .__. --5-6-0- ->-0 0 3-53-5 . b 8 i t _._..,.__ Scala w 146 9 4x6 3x4 -. 4x6 4 5 6 ClxB = i " I 3xH -. 4x6 3xB Ptate. offsets iX _i2:a t t f, Z8,0 4 I LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in (Isis) I?doll Ltcl PLATES GRIP TGLf_ 20. 0 Plate Grip DOL 125 1c I-0 VI,,r(LL) -0,17 10-12 .999 240 MT20 244/190 TCDL 70 Lun,,berDOL 1,25 SC 0.93 VI,rI(l:T1, -0.3710-12 893 180 BGLL O' D ICEp Stress inei YES WB 0.25 HoTZ(Gf) 0,D9 8 n1a nl la BC:DL 10.0 Code k BG2017tf Pi2014 Mall)x .SH Weight: 129 lb F C = 20% LUMBER_ BRACING- TOPCHORD 2x4 SP No,2 OP CHORD Slrttotelrat wood sheathing dIr ctly applied OF 3-5-6 oc I)WIms- OT CHORD 2x4 SP No.2 13,0T CHORD Rig(d cell€ng directly :applied or 2-2-0 oc bracing_ WEBS 2x4 SP No.3 REACTIONS. (Vsfze) 2= 1 67t0-3-8, 8=108710-3-8 Max Horn 2= 58(€_(, 16) Max Upl(ft 2=-278(LC 8), 8=-278(LC_ 9) FORCES. (lb) - Max. Cornp_/Max_ Ten. - All foriaes 250 (Ib) or IoSS except when shOWn. TOP CHORD 2- 3=-210411424, 3-4=-1646/1198, 4-5=-168111139, 5-6 --1681,?1139, (3-7=-1846(1198, 7-8. -2104f1425 SOT CHORD 2- 12=-124011894, 10- 12= 104311877, 8-10_ 1146/1894 WEBS 3-12=-282t432, 4-12-, 310/508, 5-12= 342124(5, 5-10=- 3421246, 6-10=-3111508, 7-10= 2821432 NOTES- 1) Unbalanced root live loads have been considered tot this design 2) Wind: ASCE 7-10; Vuit, 140mph (3-second grist) Vasdrl08mph; TCDL=4.2pst1 t2CDL=3.0psf; h=15ft, CFaf_ 11 Exp C; Encl , GGpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5 0-0, Exterioi(2) 5-0-0 to 29-0-0 zone, cantilever left and right exposed end vertical left and tight exposed;C-C to members ,ind forces & MW FRS for reactions shown: Lumber DOI_=1.60 plate grit? DOL 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load noncconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.0pst on the bottom chord in ail areas whew: a rectangle 3-6-0 teal by 2-0-0 wide will Sit between the bottom chord and any other members. 6) Provide mechanical connection ( by others) of truss to bearing plate: capable of withstanding 278 lb uplift at joint 2 and 278 Ib upiift at Joint 8. WARNWO = Verity design peremafers and READ NOTES ON THIS AND tNCL UDED M1TEK REFERA NOE PAGE Nflt•7473 rev 10103120 15 61EFORE USE t h=srt7rt ; t1i t r r rev= n!Y .}=7 th h is} k ,fm, f psi r i rs t"r <.;tt itfl,r At. III t li=ffr}tt, ,..:,ni( t Inns sysitytt It,+"e m lire I ni fir ,t f<=sr tinsr Iliilsi ;., tit, the= If i !r =a! 4111'V<. I, I :It yr s Ir is ut i 1 r 1 "fly in It v,1 It, Itm to inl It =s,I At ... t I?Iklit i{F IE'4feltt tali)"}tic#tit il:Fit ii`l==ttt( 4e lif({IiiCiii'i7 't Ili 'tt tff kli`IVi 1+f"t }ii }((>t'It`V }fi}'ti}(>.El «i it ,(fihIill{ls i l`ia'}'.:N`=i[<`{ift=.}nt'fii }=(X'1110 Mire{ is= Ev, tyti t nail F Ir i s! rt di}Iv pit it I i v:.nt r ! q,sv stt I :vU i 4 i i s rI vysnv =an i 4a={ r tip; ::airy r,4' 4<:>r lac fl,!I, l tiidcf m " ioq It iri,;t If,,,S a'x I,}! ,It ,A n thv x#ea 1,,if= ('ty s,v, II( 4==)nd 1 r snO "I im"-s In'l ltus-%It runs x ,ANSUTPlI Quality Criteria. DSB•89 and BCSI Building Component 6f?04 Parke East Blvd. Safety Information u,: nl rt de' It —In inns i'liak Imiltul", I11 A N Ca' npo. r'!. Job Truss Truss Type aty Ply WP0038 T12943755 WP0038 A3 Hip 2 1 Job Reference (optional) Builders FirstSouice, Tampa, Plant City, Flonda 33566 8.130 s Sep 15 2017 MiTek Industries, Inca Fri Jan 12 06 24.36 2018 Page 1 ID:5c7At685PEIP.<,J638(13NKNz4S6c ISG6trcGii1zC8VIJYXOy3vO[-YZtebtfi54RUDOKzwBIv 1-00 5-23 11 170-0-.--- . ...... -,-- 22 9 13 28-0-0--- - 29-0-0 f -o6-----5 2 3 6-0-0 5 9-13 5-2-3 1 0-0 SX8 4x6 -- Scale = 1 48v X6 -- ra 33,x(, -- 2x4 3x4 3x4 3X8 2x4 3_ 0 EdcJeLL4 2-_5 2 LOADING { psf) SPACING- 2-0-0 CS1. DEFL. in {toc) Udell Lfd PLATES GRIP TOLL 200 Plate Grip DOL 1,25 TG 0,56 Vetl(LL) 0,12 12 9919 240 MT20 2441190 TCDL 70 Lumber DOL 1,25 BG 055 Vert(CT) 0,22 12 13 999 180 BCLL O'D Rep Stress Inct YES WB 0,42 Hoiz(CT) 0,09 7 rVa n/a BCDL 10,0 Code FBC2017/TP12014 Matrix-SH Weight: 136 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD StRlCtLgai Wood Sheathing directly applied or 3-9-0 or; purlins, BOT CHORD 2x4 SP Not BOT CHORD Rigid ceiling directly applied or 5-0-5 oc braiding. WEBS 2x4 SP No.3 REACTIONS, ( fb/wie) 2=1087/0 3-8, 7 10871O-3-8 Max Herz 2--70(l-C 12) Max Uplift 2=-273(1-C 12), 7,---273(LC 13) FORCES. ( if)) - Max. Comp./Max. Ter). - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2213/1497, 3-4=-1669/1104, 4-5=-1492/1080, 5-6=-1670/1104, 6-7= 2213/1498 BOT CHORD 2-13=-1:322/1986, 12-13=-1322/1986, 10-12=-784/1492,9-10=-1225/1985, 7- 9=-1225/1985 WEBS 3-12=-542/579, 4-12= 165/372, 5-10=-149/372, 6-10=-541/580 NOTES- 1) Unbalanced roof live loads have been considered tot this design, 2) Wind: ASCE 7-10 Vulpz-140mph (3-second gust) Vasd=108mph, TCDL=4.2p%f BCDl--=3.0psf: h=1511: Cat, li Exp G: Encl_ GGpi= 0.18, MWFFS (envelope) and C-C Comer(3) -1-0-0 to 5-2-3, Exterior(2) 5-2-3 to 29 0-0 zone, cantilever left and fight exposed end vertical lettand right exposed;C-G for rinernbets and forces & MWFRS for reactions shown, Lumber DOI-r-1,60 plate grip DOL= 1.60 3) Provide adequate drainage, to prevent water ponding. 4) This likiss has been designed fora 10.0 pst bottom chord live load nonconouriertl with any other live loads, 5) * This KISS has been designed for a live load of 20.Opsf on the botlorn chord in all areas where a rectangle 3-6-0 tall by2 0-0 wide, will lit between the bottom chord and any other members, 6) Provide mechanical conneclion (by Others) Of trUSS 10 hearing plate capable of withstanding 273 1b upliftat joint 2 and 273 lb uplift at joint 7. WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev, 1010312015 BEFORE USE, v"li I (o, )%') (,llrywlih mil +' lllis,I-kjn 1aI, I, i (,[,I,/ l n-, It' N' il,-Iers sir i,, orvir, 1' '1 can ovilvi lu )I I, -m; r nl not twif tho , I J,Itjlslit y'44,,kjn I - ill I It i- I, A, t,i ll M i Tel k, 1s, Av", ly:, 1, ql lit, , J I, T 4,11 vJilv, 11), 11, 't()tw ,Alh (r "Q I'm, ni 11 it lr it ,'llv I I 1"I - 'l ry warn", 1111, I( I 't 4ill I'll, it tPfi, 1, H l, it *q, It', the ind fin", sYslom%, z-ANSUTPH Quality Criteria, DSB-89 and SCSI Building Component 6-04 I'llke CaO bNd ofety Information, W. 910t 4< a 11otls fill!", hark, lTMr1ul(,, ;W N 33610 Job Truss Tiuss`Typt C}ty Ply WP0038 1i29437,6 W P0038 A4 Hip 2 1 Job Retetence (optional) Builders FirstSource, Tampa, Plant City Floods 33566 8,130 s Sep 15 2017 MiTek Industries Inc Fii Jan 12 06 24 3I 2018 Page 1 ID'.5c7At685PEIPxJ638d3NKNz4S6e-7ogV3BcfuXHK?7trd48Tit3L>uoKHwja4MEJ5Eml`tnzwBiu 7-7-12 _ 13-6-0 Y5 0-J 20 4 4 28-0-0 ' 9-0-o t-0-0 7 7-1 2 5-4-4 2-0 0 5-4-4 ...77 12 _-_-. 1 u_0,. 4x6 7.1 7-<12 5-4-4 LOADING pst) SPACING- 2.0-0 CSL TGLL 20 0 Plate ,rip DOL 1.25 rC BH T GQt_ 0 Linter DOL 1.25 BC. 0.75 Bt.LC 0.0 Rep tress ;ncr YES W r3 0 52 BCDL 10.0 Gode FBC2017zTP32014 Matnx-SH LUMBER - TOP CHORD 2x4 SP No_2 BOT CHORD 2x4 SP Net_2 WEBS 2x4 SP No.3 REACTIONS. (Ibtsize) 2=108710-3-8, 7-108710-3-8 Max Horz 2=81(LC 12) Max uplift 2=-286(LG 12), 7..-286(LC 13) TEFL. it) ( Ioc) Vdef3 lid PLATES GRIP Lterol'L) 017 2-13 =:390 240 MT20 2441190 Vert((: T) - 0_26 2-13 >999 180 Ht):z(( 11T) 0,U8 7 r?Ia Wa Weight 132 lb FT = 20% BRACING- I OP C',H(,)RD Structural wood sheathing directly applied or 2-9-12 oc puriins_ 301 CHORD Rigid ceiling directly applied or 4-7-0 oc bradng. FORCES. (lb) - Max. Gomp /Max Ten. - All forces 250 (Ib) or Tess except when shown. TOP GHORD 2-3= 2075/1367, 3-4_-1466/1019, 4-5=-1297/966, 5-6=-1466/1019, 6-7=20750367 BOT CHORD 2-13=-115311840, 12-13=-115311840, 10-12=-63911297, 9-10=-105911840, 7-9--105911840 WEBS 3-13=-61300, 3-12=-6781604, 4-12= 267C378, 5-10=-2671378, 6- 10=-6781604, 6-9=-6t300 NOTES- 1) unbalanced root live loads have been considered for this design 2) Wind: ASGE 7- 10: Vitit=140rnph ( 3- seGOnd gust) Vasd-108niph, T(-,DL=4.2psf; BGDL=3-opal: h=15111 Cat. 11; Exp C, Enci_, GCpt=0 18; FEW FRS (envel)pe) and C-C Gorner(3t -1-0-0 to 5-0 0, Exterior(2) 5-0-0 to 29-0-0 zone; cantilever left and right exposed end vertical ](-ft and right exposed;G C for members and Icxces & MW FRS for reactions shown; Lumber DC) L=1.60 plate grip DCOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psi bottom chord live load nonconctment whir any other Five loads. 5) ` This truss has been designed for a live.- loan of 20_0psf on the bottom chord in al; areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other rnembe,s. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 3b uplift at joint 2 and 286 Ili uplift at joint 7. WARNING - Verify dasign parameters and READ NOTES ON THIS AND INCLUDED MfTEN REFERANCE RAGE MIf-7473 rev. 1010312015 SEFORE USE tit((I I,,. O v.1111 iYtil I< dine 1"t, Iles 1441)r t— 1 fir .It'r I kt kiY':'E t)%I ."' In It 1'1i1b It i(! rtI ':>!i( fi ri I, 'I Inr.ti yi l.h,i use.Ih^k. tRi At t.iuu rn ttr 3ttil , itM lh, 'Lq 'l itrt,`:t Fa ,qtn l;'r rm f^rs <.'r'!1 {ulv a' t{x a& It rti &*u inn! IIt ..rII h'NI 31n;{ k ta,ru is teys an f+,'ah f is t,-4tta ,c ri I+.tck!uto llvG Lr tl 6uati .re•t tr Sl^tr,•'i r't* t, ni{. A 4 #ItlY, tf ieart'Iwt tiY cx i tx ut,,':nKt r tr,x7 MIT t iw zt^ i It l t< i 'r tl ilia -'t I i S ' ,I II z{,u: 'it, I ` Al 4(' 1 tt n,.t st 1 A tr i [x"{ "Oy 4 It, MH' kx <tc,tu t al ,;'tt?a x' e, texlai Ai';! the' em, h<,n to 1 t x t n , >t tru>i<rn tt h"tti tivzr,vm s,-ANSUTPI t Quality Criteria, RSS-64 and SCSI Buildings Component 004 Pae#e East Btv(f safety information cr- all A de ken Ir tzt ptjr,c lr'tiit de. < tt N I rc 51r"°I ti+xt,:a ? 17 Nexcnnit+-) .`/A 72314_ Tan -pa. Fir, 33610 Job mass Ti Liss Type City Ply WP0038 i12943757' W P0038 A5 Common 7 1 I Job Re*`.eience (optional) Builders FiistSomce, Tampa. Plant City Florida 33566 8.130 s Sep 15 2017 M+Tek Industries Inc. Fo Jan 12 08 2. 38 2018 Page t ID_5c7Af685PEIPxJ638d3NKNz4Sbe-bg0tGXeWlvSrkQSxer?X R0nf,hGyJZl0XIzJ4DZWBI1 1-0-0 6-9-3 14-0-0 21 2-13 _-_280-0 29-0-0.. 7.2..53"`__--__._- -7 2-13 0 Ii 3 _.._.. _1 0 0.. 4 ai 5 00 12 Scale: 1 r4 `,= i' 4 -- 3xf -- 3,N4 a 9 9 Q 3 1 3 9 1 Prat " (netts {X v . 2 0 FvOx 1 n.8_0 4 LOADING (psif) SPACING- 2-0-0 CSt. DEFL, In loc; Vdetl Ud PATES GRIP TOLL 20.0 Plate Gnp DOL 1,25 Tr_; 0.98 Vefl(Lt_) -0,22 2 12 >999 240 MT20 244t190 TCDL 7-0 Lurrtbe r [)Of, 1.25 BC, 4.34 Vert((; T) 0,48 2-12 >690 180 BCL1_ 0.0 Rep stress Inct YES W B 0,43 008 8 We n/a BCDL 100 Gode FBG2017/TPl2014 Metllix-STI Weight: 123 1b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No -2 TOP (:1 ORD Structural wood sheatfiing directly aI plfied BC T GHCORD 2x4 SP No-2 BO I CHORD Rigid eeihng directly applied of 2-2-0, oc Lit +ring. WEBS 2x4 SP No.3 REACTIONS. tlb/size) 2=108710-3-8, 8=1 J87/0-3-8 Max Holz 2=87(LC 12) Max UpW 2=, 292(L0 12), 8=-292(LG 13) FORCES. (Ib) - Max. Comp -/Max_ Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2078/1686, 3-5=-1777/1487, 5-7=-1777/1487, 7-8=-2076/1686 BOOT CHORD 2-12=-1442/18'73, 10-12=-760/1221, 8-10=-145011873 WEBS 5-10=-422/ 596, 7-10=-4351595, 5-12=-422/598, 3-12---435/595 NOTES- 1) Unbalanced roof live loads have been considered tot this design. 2) Wind _ ASC E 7-10; Vuft=140mph (3-sPco€td grist) Vasd=-908mph, TGDL=4-2psh BCDt =3-opsl; h= l5fl; Cat_ 11, Exp C, End- 03Cp1=0.18, MW FRS (envelope} and G-C. Comer(3) -1 -0-0 to 5-0-0, Extenor(2) 5-0-0 to 14-0-0, 14-0-0 to 20-0-0 zone; eantdever left and right exposed, end vertical left and right exposed) -C for mornbers and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOI- 1,60 3) This floss has been designed for a 10,0 psf bottom talord live load wilt-, any other We loads. 4) " This ITUSS hills, b000 designed tot a live toad of 20,Opsf on the bottom chord in all areas wfiere a ref tangle 3-6-0 tall by 2-0.0 wide will fit between tote bottorn chard and any other members, with E CDL = to-opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 In, uplift at joint 2 and 292 lb uplift at joint 8. WARN11 • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev I(V03120tS BEFORE USE I k=tii;tn , fo- t :s< {IY 1th hti! knri t„+z ibis<t tii zE, I t,: s tIy ii:v tit ttiiv>I i t mli ft ;.zi t1i 1;93+i-tllvlil tt i <:>nti nS. n,.1 y I.i" sv l,, iil fte k,i to,,lly l exl it" Sail #n t m iyt ity ItIe =t.4 I ,t Oty c. f 1("I ktz I °si in 1 :n t f I i t -dy u a x i 11r 11A, i kIII st I It -v I rill "g` $ t,oiillno fc*Sk}7n IllI, ,# Hx iv'itt.>Sis i tie.,* it l e.i*Hfi,7 tu,- ti,+ 1, r 11 ttu"",,1, rz:e,i,t„iIi,-s, it .,i`,, t,ty A,1 fill, it it I,mq-3lv eit ilx.ttu iaenit r'tny MiTek nzl,•zYsi kill }ttistaititle:zniI tv - nt Il,AEsc fillet ssthl t Is-Ii4ilztxi mciPi,4-,((rr4nmxi^ i"x€xeiwvitgos,txnc1-1atIII a1lhae t, ltbrvxrth"n, Al ,,I,te I, 11,,"y en , ti`.>iI .111,1 t a 1,irlg of li_is.ea ,incf Ituo, 1Yziivei_, s,-ANSI/TPII Quality Criteria, DSS 8? and BCS1 Building Component 6104 Parke East lit"d. Safety Information <r. 13t d l,a nc ni lmo, 111c11<< lnsfittltta, I lr N t, e ti,i„e l o+lkts>: 1 Noxon rL i . A 2'1:114F1. 33610 Job T T uss Tiuss Type City Ply WP0038 T129437581 WP0038 A6 Root Special I Job Reference (optional) Builders FirstSouice, Tampa, Plant City, F ouch 33566 8, 130 s Sep 15 2017 MiTek Industries, Inc, Fit Jan 12 0624 38 2018 Page I lG: 5c7Af686F}EiPxt638d3NKNz4S6t?-bg0t1GXeWlaSrk0SxGi?X R0ibI SJZw0XIzJ4DzwBlt 1- 0-Cr 6-4-6 9 10-0 10-8 0 14 8-4 19-G.6 22 3 Y ?B 6-0 ox3 6-9, 8 0-10-0 4 0-4 _4..312 _-_____ J 3 5 - 8 1 t-0-0 4x6 = 4x6 2x4 '.,..'. 5x8 -.- 4 S r scale = 1- 49-7 0 c 3xS 3x8 2x4. 3x6 3x4 = 3x4 -- 9 10- Iate C ! 1st4s(_..-a c L7 Ytc2E iLOADING (psf) SPACING- 2- 0-0 T C'LL 20- 0 Plate Grip DOL 1-25 TCDL 7.0 Lumber DOL 1.25 BOLL 0.0 Rip ` stress Incr YES BCDL. 10.0 Code FBC20171TPi2014 LUMBER - TOP GHOR0 20 SP No BOT CHORD 2x4 SP No WEBS 2x4 SP No 3xS t4-E-4 19 0-0 4-0 4 4- 3 12 CSI. DE FL. TC 0,73 Vert( LL BC, 084 Vell(C, T) IN DA4 Horz(C T) Matrix-SH BRACING - TOP CHORD 6C) T GHORD REACTIONS. ( Iblsize) 2=1081/ 0-3-8, 9=108710-3-g Max Horz 2=63(I_ 0 12) Max Uplift 2= 263(LG 12), 9= 321(LC; 13) FORCES. (lb) - Max. Cornp./Max- Ton. -All forces 250 (lb) of less except when shown. TOP CHORD 2-3=-2131/ 1645, 3-4.=-1748/1406, 4-5-1683/1418, 5-6=-188411502, 6-7=-1884/1502, 7-8=-183411438, 8-9=- 2098I17Q3 BOT CHORD 2-15= 1390/1698, 14- 15=-1390t1896, 12-14=-1113/1 749, 11-12=-104911662, 9-11 145711890 WEBS 3-14=-4371519, 4-14=-94611152, 5-14=-837/ 717, 5-12= 142/279, 6 12=-2641232, 7-12=-266/295, 7-11=-2441382, 8-11=-2921500 In (loc) itdefl L1fd PLATES GRIP 0,19 9-11 >999 240 M1'20 244/190 041 g-11 >818 1P10 08 9 Wa nta Weight42 Ib FT = 20",. StRictotal wood sheathing directly applied or 3 3-8 ac pur€ms. Frigid ceiling directly applied or 4- 8-6 o(, biacing- NOTES- 1) Unbalanced roof live roads have been considered for this design- 2 Wind: ASCE 7-10, VLMt 140rnph ( 3-second gust] Vasd=108niph, TGDL.=4.2psf, BCDL=3.ipsf: h=15fl, Cal - 11, Exp C; Encl., GC,pi=0.18; MWFRS (envelope) and G-C Coiner(:31 -1-0-0 to 5 0-0, Extenoi(2) 5-0-0 to 9-10-0, Connor(3) 9-10-0 to 25-0-0, Exteoor(2) 25-0-0 to 29-0-0 zone, cantilever Deft and right exposed ; end Vertical left and right exposed,C-C for members and forces MWFRS for reactions shown; lumber IT+OL=t60 plate grip DOL=1,60 3) Provide adequate drainage to prevont water ponding 4) This Iniss has been designed for a 10.0 pst bottom chord five load noncxancurren1 with any other five loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 6) Provide mechanical connectrot-I (by others) of truss to bearing plate capable of withstanding 263lb uplift tat joint 2 and 321 lb uplift at oint 9. WARNING - Verity design Parameters and REAR NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mtt-7473 ren f0103l20f 6 BEFORE USE Ili it i t^xr ly will, hill k a,r,,, t•ts Iles=.{ st,,In €sl,:rs f, •Ny,j[ "Il { Hornell r, sh,„rt,, IT, ii f",1, 1o, ill. III it t 01, tint ,,tit n<v,t, nl:,E [., f hires sYsk n t!k+b:,t, ,l, the*t. rirl.4tn,a k>sklnav tmnl titgIh IfJ'p fthtltly<I i umI-;at Ir)1 1 -fly in, tl„'1)1, tits i<'sklp,lilE Ih<.:,v, ail h:ii IIIlo; 1-igt N., ti,rl u, it',it, t,I I, h-h[s; <,nt t ti, k6ryt h n,III%+lli tl it, iss ,.v, .tom ti il,n .: h-l.l r atntx is only. ri l tlli, f,1 lo... [- t )ry,a,.i durusr-lire JT,f, r in4b ', g'€ i f li v.ly41 }i F(f •i I< f li ai ((I Y 71} 1 i (( ?! I II 1( 5E' zt iirl j ail>1 ( IS"tt 11 ii }It IIJ ll t,:i r'i. ,i +4ty F:aiii Y, H' I`3[ t!('fl„1 a ctltid AX c: (f'y3cSl fI[,yr I1 fit.: Iit It, alp ,, 10h; cty ea, (a. )it, I I ro, rrl;l -rt Ill m a Ruts n,skvn, a , •ANSI/TPI i Quality Criteria, DSB-89 and SCSI Building Component ', 6904 Pwke East Btael. Safety information crv. Akrtd<, rrotr Erase Pi«t, I,r N I >e Sitr„r ,,utte31Y NN-Orn,In a .1A22:i14 Ts a, FL. 33610 Job Ti uss I I liss Type Oty Ply WID0038 T12943759 WP0038 A7G Roof Special Glider 1 1 Job Reference ("Plional) Builders FitstSowce, Tampa, Plant City, F lot ida 33566 8130 s Sep I C, 2017 Mi Tek Induslues, lncFn Jan 12 06:24:40 201£s Page 1 IDd, c7At(385PEIPxJ63E,tci3NKN,1,4S6e-YDWdtiCqi)pCjZ KcKiTiGI"3sVVAkUvpni,sg'13SQ95zwBli 1- 00 5-2-9 9, 10-0 12-8-0 168-4 21-00 23-9-13 219-0-0 4- 2-3 1-0-0 4T4x6 - Scale = 1,50 8 3X6 400 NIT20HS 3 12 rA, T20f iS 3x4 7X10 2x4 9- 100 LOADING (, isf) SPACING- 20,0 TEFL. 20.0 Pale Gnp DOL 1.25 TCDL 70 Lumber DOL 1 25 BGLL O'D Rep Stress Inct NO BCDL 10,0 Code FBC20171-rP12014 LUMBER - TOP CHORD 2X4 SP No 2 BOT GH()RD 2x4 SP No. I Except' 9- 14: 2 x6 SP M 26 WEBS 2x4 SP No,3 16 8 4- 2 10-0 4-04 3- 0 1 DEFL. RO BG Ci 91 veft(C 1) WB 092 3arz( ,Ti Matrix- SH BRACING - TOP GHORD BOT CHORD REACTIONS. ( lb(size) 2=1636/0-38,9=2494/0-3-8 Max Horz 2--63([-C 32) Max Uplift 2=-451 (-G 8), 9=-787(LG 9) FORCES. ( lb) Max, Comp./Max. Ten. - All forces 250 (lb) Or less except when shown. TOPCHORD 2-3= 3476/967, 3 4w 3172/916, 4-5= 3132/912, 5-6=549211718,6-7=-5452/1750, 7-8=- 5825/1851, 6-9=-5622/1759 BOT CHORD 2-15--890/3158,13-15=-1310/4710,12 13-,,-1595/5492,11 12=-1568/5140, 9-117,- 1568/5140 WEBS 3- 15=-326/243,4 15-61412179, 5-15-26467888, 5-13z-406/1074, 6-13= 266/237, 6-12=- 586(431, 7-12=-493/1879, 8.12----217/367, 8 ll=-368/112 in (Ioc) Vdefl Lid O\31 12 13 999 240 0,57 2- t', 582 180 0.13 9 tva n/a 2 8 - I) - 0 PLATES GRIP MT 20 244/190 NA1112c-Is 187/143 Weight: 148 lb FT = 20% Structural wood sheathing directly applied or 2-0-5 oc purlins. Rigid ceiling directly applied Or 5 5-15 OC bracing NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: AS(,,E 7 10; Vult=140nlph (3-second 9U,'o) Vasd=108niphl TGD[-4.2psf: BCDL=3 Opst, h=15ft; Cat, III (-xp C,; Fr-J GGpi=0, 181 MWFRS (envelope), cantilever left and tight exposed I end veorcal left and right exposed, Lumber DOL, 1,60 plate grip DOL=l 60 3) Provide adequate drainage to prevent water ponding, 4) All plates are MT20 plates unless Otherwise md;cated, 5) This KISS has been designed for a 10,0 pst bottom chord live load nollconcurriall with any 041,et live loads. 6) * This truss has been designed for a live load of 20.0pst on the bottom Ghoid in all areas whole a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other rnernOers, 7) Provide mechanical connection (by others) of truss to beating plate capable of wjlhstandinfj 451 Ib uplitt at joint 2 and 767 lb uplift at joint 9, 8) Hanger( s) or other connection device(s) shall be pruv;ded suff:;lent to support (;uncentrated cad(s) 2601bdoviri and 206 In Lip at 21 -0- 0 on top (,hoid, and 1453!bdown, and 459 lb up at 19 9-8, and 340 it) down and 113 lb up a' 20- io-i 5 or,, bottom choil. The design/seloction, of Such connection devico(s) is the iest',ionsibility of others- 9) In the I -OAF) GASE(S) section, loads applied to the taco Of the bLiSiS are noted as front iF) of back (B). LOAD CASE( S) Standard 1) Dead + Roof Live (Ibalancedj: I,urnhet Inctease,1,25, Plate lncreaso=1.25 Uniform Loads g)IO Vert: 1- 4=-543 4 -1= 54, 5-7= 54, 7- 10=-54, 2-9----20 iL WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 01,7473 rev, t010312016 BEFORE USE D,sl, jn v-ti 11-1 wflh Mr 1,F" svS r- ,I o'liAbi,)l I'A'111"I , ii-i In ylle, It., t 1"'isiv,'Ity th, )J44k lcq"Ily fiv , it -,ik, 111114111');) trfl, , fh, I'llntatto=fluidvaip_;lrM i To- k txtll A o, ql,^I, il f110101i-f, [,+1q,, lehv,ro (,1" !1-1, li"r hf "I"I r hum c,1 inl 1,-,-ANSI/TPH Quality Criteria, DS8,89 and SCSI Sufldinq Component 6904 Flafke East cWd Satitty Information a,, Hi ) H, ti"m Im" Hol" 718 N I,- Sh,'+ Sulk, 3 1'2 N-, in Ito, T.);xpa FL 53610 Job T I uss, Tiuss Type WP0038 A/G Hoof Special Girder BLPMOIS 1-I'StSOMC0, Tan'tPa, Plant City, Ronda 33566 LOAD CASE(S) Standard Concerittated Loads (Ib) Veil: 7=-163(13) 12- 340(13) 16=-1453(B) Oty Ply WP0038 Job Rofeiencc (optional) 8130 s Sep 15 2017 MITI* industries. Inc, Fii Jan 12 0624:40 2018 Page 2 IE);5c7AfC,85PEIPx,;(i38d3NKNz4S6e YDWdhGgripQZ KcKiiiGl"3sWAkOvpnLsg?3SO95,?wBIt Al, WARNING Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTFKRFFERANCE PAGE M11,7473 rev. f010312015aCtFORE USE. Nett f I lmIlly ti,Vh Mi Ik nn—t hi, f,M, p I (,;,1y 14r ,,;, I m, Iv, i 'I at, It, iivl I, i, )I tti, la" I, d tv 4 Nil' h,m,Yf,j in tioi-l-ii c tho 1. act iin 1 $111',il I , it ii k v,ofc "I I n It", 1 u «i t i", I, I1 yiiv )t- thr, fiw 1n ail the "m ail ji—fl, l., t+l, idin. I 'i a , ir,+ I, f,9 —I h-, I A Ite nq—1 n, tl,' I t f, MiTek fil,w )IkA k I, lr,,3 "( Ki--;nd Quolity Criteria, DSO-fi9ond SCSI Building Component 6104 P.,ke Fast Bi,d Safety Informotion ii ffmtloA(' ?W H T—kpa FL 336t1 Job Truss Truss Type of I y Ply WP0038 T12943760 WP0038 31GF ""onirnon Supported Gable 1 1 Job Reference {optional) Builders PirstSource, Tampa, Plant City, Flouda 33566 8,130 s Sep 15 2017 MiTek Industries. no- Fr; Jan 12 06 24 41 2018 Page I iD:5c7Af685PEIPxJ63843NKNz4S6e-OP4?tiYgPaVt(,'bURWj YEc32V2uPkW4qqDjB hYzwB1q I 1-0-0 1-0-0 I 4x6 = Scale = 1 34.4 3X4 -- 17 16 15 14 13 12 11 3x4 --- 5x6 = p-j,iiij - -j: -- - - --- ------- - LOADING ( psf! SPACING- -0-0 est. DEFL. rldpfl LAI PLATES GRIP TCLL 20.0 F'We Gnp, DOL 1.25 T C, 0.19 VeMtLl-) -000 1 il/I 120 MT20 244r190 TGDL 70 1-irnber DOL 1 25 BC, 0 16 Volt( ' G T) 0 00 1 rvr 120 13G, L L 00 Rep Stress Incr YES WB 0 i i Horz(GT) 0,00 10 Iva n/a BCDL 10,0 Code FBC2017fTP12014 Matrix-SH vve,(WJ88 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 So No.2 TOP (wi-i(DRI) SlrijcJural wood Sheathing dile,-,,tly appile,(l or 65-0-0 0c purtlns. SOT CHORD 2x4 SP No.2 BOT (,I fORD Rigid coiling directly applied or 10-0-0 oc bmcinq OTHERS 2x4 SP No, 3 REACTIONS. Ali bearings 19 8 0, I I Ird - Max Holz 2=69(1,,G 12) Max Uplift All upittl 100 lb or less at joint(s) 10, 2, 15, 16, 13, 112 except 17=-111 (1-C 12), 1 1=-1 13) Max G rav All reactions 250 Ib or less at joint(s) 10, 2, 14, 15, 16, 13, 12 except 17=275(LC 23), 11 =290(1-(', 24) FORCES. (n) - Max. Comp./ Max. Ten, All forces 250 (lb) or less except when Shown, WEBS 3-117-- 189/331), 9 11 zz 196/362 NOTES- 1) Unbalanced roof live loads have been (,,onsidwed for this design. 2) Wind: ASCE 7-10- Vri1t=140rnph (3-SeGOnd gust) Vasd-- 10f3rriph ' BGDL=3,0psf; h=15f_ ; Gal. 11, Exp C, EnGi GGpi=018, MWFRS (envelope) and 0 G C oinof(3) -1-0 0 to 5-0-0, Exlertot(2) 5-0-0 to 9-10-0, Cornet(3) 9-10-0 to 15-10-0 zone, cantilever left and Tight exposed, end vetlical left and right exposedj, G for mernbers and forces & MWFRS for reactions shown, Lumber D(X=1,60 plate grip DOL-1,60 3) Truss designed for wind loads In the Plane of the tlus's only. For studs exposed try wind (norm al to the fade), see Standard Industry Gable End Details as applicable, of consult qualified building designer as per ANSIfTPI 1. 4) All plates are. 2x4 M720 unless olhetwtse indicated 5) Gable requites conflnuous bottom chord hearing. 6) Gable studs spared at 2-GI-0 oc- 7) This truss has been designed for a 10_0 psf bottom chores Iwo load nonnconGut tent with any other live loads. 8) ' This truss has been designed lot a live load of 20,0pst on the botl0r[l chord in all areas where a rectangle 3-6-0 tall by 2-0-0 mde will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate, capable of withstanding 100 Ib uplift at joint(s) 10, 2, 15, 16, 13, 12 except (it7.11h) 17z-1 11, 11 -- 118, 10) Beveled plate or shim required to biovide, tali bearmy g suita(;e with truss cnord alpinr(s) 2 A k WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK RIFFERANCE PAGE U17,7473 rev. MiTek' Vt fr , W,,?" 'I"i, Kv, - " l- 11"I" Iwi t v,I, I"o,q tv I Iiij, %y,,!,n%--(,,ANSI/TPIl Quality Criteria, DSB-89 and licsi Building Component CM4 rle,,cke East BNd Safety Information ovolrit4o I-, fimOl Pe N k,-*,4-q,:,A,: Tampa. H, 3610 Job truss Tikiss Type LOty Ply WP003£ T12943761 W P0038 B2 Cflmftion 3 1 Job Reference (national) Bulldets FitstSouice, Tampa, Plant City, Florida 33560 6.130 s Sep 15 2017 Mil ek lndustties, Inc Fri Jan 12 06 24 41 2018 Page 1 ID;5e7AtGB5PEiPXJ638d3NKNz4S6e-GP4?aYc}PaVrObUBWJ _YEc32PhuF0WzBgDj6_hYzwBIq 1-0-0 5-2-9 9-10-0 14-5-7 19-6-0 t-0-0 529 4-7-7 4-7-7 5 2.g sc, 3iF = 1 w33-3 4x6 -- 5` x6x3xe3 i? - 9- 10- 1 19-3-G 9 QO 9f0-£i P1 ate Offsets LOADING (psf) SPACING- 2-0-0 CSi. DEFL_ vi Icc) ide.11 LAI PLATES GRIP TiFLL 20. 0 Plate Grip DOL r^^^ IG 0.53 Veit(LL) -0,17 6-7 >999 240 M 20 44/190 TGDL 7. 0 Lumber DOL 1.25 Bc 0 95 Vert({1T) -0.37 6-7 >533 I at) BOLL 0. 0 Rep Stress Incr YES WB Q21 Hora(CT`,- 0.04 6 Ilia rila BCD[- 10. 0 Corte FBC201711 P12014 Matrix-SN Weight: 83 lb I .1. = 20 LUMBER- BRACING - TOP GHEIRD 2x4 SP No.2 7t,P CHORD Structural woo sheathing Orecfly applied or 4-5 3 oe purlins_ BLOT (tI- fORD 2x4 SP No2 BOT CHORD Rigid ceiling directly rip{ailed or 2-2-0 oc braoing- WEBS 2x4 SP No_3 REACTIONS. (lb/ size) 6=7181Mechanwal, 2=764f0 3-8 Max Harz 2=69(LC 12) Max Uplift 6=-188(LC 13), 2--213(1-(-' '12) FORCES. (Ib) - Max. Comp./Max. Ten. - All tofce s 250 (Ib) or less except when shown. TOP CHORD 2-3=-1378(1316, 3-4_-10351935, 4-5_--1035/971, 5-6--1397(1357 BO T CHORD 2-7=-1138/1236, 6-7=-114311259 WEBS 4-7=-4271552.5- 7=-404t605.3-7=-3821582 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-'10; Vulf-140mph (3-second gust) Vasd-l08mph; TCDL=4.2pst RGDt_=3.0psf; tt=15ft, Cat. li; Exp G. Encl_, CzCpi-O.18, MWFRS (envelopes and C,-C Corner(3) -1-0-0 to 5-0-5, Exterior(2) 5-0-5 to 9-10-0. C:orner(3) 9-10-0 to 15-10-0 zone; cantilever left and right exposed ; end vertfcai left and right ('xposed,C-C for members and forces & MW F€tS tot reactions shown, Lumber DJL=1.60 plate grip DOL-1.60 3) This truss has been designed for a 10,0 psf bottom chard five load nonconcunent with any other We Toads. 4) ` This ituss has been designed for a live load of 20,0pst on tine bottom (.hotd in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the botlorn chord and any other members. 5) Refer to girders) for truss to truss connections_ 6) Provide mechantcal connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) except (jt=lb) 6=188,2=213. WARNING Verify design parameters and REAP NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mfl-7473 rev, 1010312015 BEFORE USE l k apt to 4< I Pi i k"' s ly Mill tvitl k ae,+ tor' ttds a i, tr r, t is £ t y "I t, 1 r rm"I i t m" M to l i it in iit ri, It i A ill rt -t ,1 t 4 in+e sv,fcm ( t*:r uze lfu i. vi! lt„ moat n(Y ilu >iydHw ,t £ u,ln I uri ,ni„IF.s rn f t i"f `'il} m ij rt a thh i i,1n n l tlu ..... (II 'g*^ gg MR tvtilfiT,I i- ia It, rr'). f7,£ItrtSi..al':'£,, I„Iva r=i,iftia+:Hn"I (it"ir' i'I'flIfkm"%—t, rrr it a ah r f IT-Intxi;>nIy_AI.hli'xr:4 tc,it..,t is, ctn I f'' In-u eri f hiruiq iTek t lily rye, i ITill I tci si It Ail; vi 1 i I i< >n t( tt`:,' itt, P a114 I i sill IaNti oib:I j: v jn rtr'Jana x'y) I •,t i"iI, psi ,11dd xu s=,ctilcn.Ang thou Vit"i, <ttkvi atIl nzr, .k L,r>i y. ol— ti^1,-url ln,t, inct 't G,,.4<s ax£ h its'ysi<-;m, st cANSilTPII Quality Crttefio, OS8-84 and SCSI Building Component 6944 Parks Eas£ Blvd. Safety information eon, trigs Plat" instt' W' 218 N I-, 5£1t ,rate 317, Nrx.uxln i V/\ 1I3 tA. Tampa. Fr 33610 Job Truss I truss Type WP0038 oilJack-Open Builders RtstSourco, I arena. Plant City, Florida 33566 I O-C 100 2,<4 -- Oty Ply WP0038 712943762 6 1 Job Reference (optional) 8,130 s Sep 15 2017 MiTek industtios. Inca [-(I Jan 12 06 24:42 2018 Page, I IC)5c7AfE,85PE1PxJ636d3NKN74SC)e-l)ce.06tililLpzhiC),3ii)ith3T8H"ZIpOF-rizSNxXD zvvBlp 1-0-0 i 0-0 scile -- 1 6 5 i 0-0 LOADING pst) SPACING- 2 00 CSI. DEFL, IoG) I/dell L/d PLATES GRIP TCLL 20,0 Plate, (TTlp DOL 1 2`> l' ("1 014 Verpi-,L) 0.00 2 999 240 MT20 244/190 TCDL 7 () Lumber DO L 1 25 BC 0,W Verl((,T) 0.00 2 999 180 BGLL 0,0 Rep stiess IFICV YES W B 000 HoiVC7) 000 3 Iva R/a BCDL 10'0 Code FB(;2017/-1 P12014 Matrix-p Weight 5 ib FT = 2 0% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 I OP CHORD BOT CHORD 2x4 SP No 2 BOT CHORD REACTIONS, (Ib/size) Max Holz 2-30(LC 8) Max Uplift 3--4(LG 13), 2=-66(LG 8 Max Grav 3=12(LG 8), 2=1 21 (I-C 1). 4---19(t-C, 3) FORCES. gb) Max. Comp./Max. Ten. - All forces 250 (ib) or ress except when shown Structural Wood sheathing directly <qipked or 1-0 0 (",-. pwlirls, iRigKl ceiling directly applied or 10 0-0 oc hnlc(nq. NOTES- 1) Wiridi ASGE 7-10; Vultz,140mph ((3-second gUSh VaSd=108111j)h; FCW-4,2pst; (3(,DL=3,0psf; h= 1511, Cat. If, Exp (,,: End,, GGpi= 0,18; MWFRS (envelope) and G-G Gofner(3) zone; cantilever left and right exposed I end vertical left and right exposed:C-C, for members and forces & MWFRS for roaclionsshown, Lumber DOL=1.60 Plate grip DOL---1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10,0 Fist bottom chord live 10ad n0nG(inCLJrren1 with any other live loads. 4) ' This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 0-0 wide will tit between the bottom chord and any other rnernbers, 5) Refer to girdei(s) for truss to truss 6) Provide mechanical connection (by olhefs) of Itu," to, bearing plate capable of willistanding 100 lb uplift at joint(5) 3, 2, WARNINO- Ventydasignparameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCEFACE &fti-7473 rev. 1010312015BEFORE USE Ell., rr, rm,—yslet 1, 11, + w it,,, k4jrlil i,,M,lne, Ih,, l(I'li, "I Ally AA, I+ Il I, it tAlfl lit, I A,„ s(jn' N'l, inq it, ir )Io, I At ilti-t I, I I I r—J(WaY% I, t'l Ch it 4111Y-ml- I r,j I ov,>O, 41,4— ,Ili, I I vinpgy, in, i1v i-I I I, ml< "I' '{i'u ih4htd th" f, doh — Ak n a, I I'l, IInl-1 Inc — and I Qu01rtYClrretia,DSB-64 and SCSI Building Component Safety Information cIV191 A,(,, I, xm lru., i1i'll" 21,E H MiTek 6i?04 Parke East rav, J Fl, 33610 Job I RISS Trusc Type WP0038 CJ3 Jack -Open Builders FitstSoutce, Tampa, Plant City, Flonda 33566 00 20 = City Pty WP0038 T12943763 6 Job Reference (optional) 8 130 s Sep 15 2017 Mil ok Inditstites, Inc Fri Jan 12 06 24:43 2018 Page I ID 5c7At686PEIPXJ638d3NKNz4S6e-yoRiii,JFif6758toL.tiROziit(J81tl7(, w?7h1g4rT)()zwB1 o, 3-00 Scale -- 1 10 8 LOADING (pst) SPACING- 2-0-0 CSL DEFL. m Ioc) I'dell L/d PLATES GRIP TCLL 200 Plate Grip DOL. 1,25 0,17 Vert([ 1-) 00 2 4 >999 240 M120 2441190 T C 1) 1, 70 Lumber DOL 1 25 BC, 0,09 0,01 2-4 >999 180 BGLL 0.0 Rep Stress IncT YES W B 0.0 01 0 00 3 n/a n/a BCDL 10,0 Code FBC2017/TPi2014 Matrix-P I -- - — --------- Weghl: 11 1b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SF1 No-2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc punins. BOT CHORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 10,0-0 oc biacing, REACTIONS. (lb/size) 3=63/Mechaniul, 2=1 18/0-3-8, 4=28/alechanical Max Herz 2=59(LG 12) Max Uplift 3-----46(LC 12), 2=-63(LG 8) Max Gtav 3=63(LG 1), 2=1 76(LG 1), 4=56(1-G 3) FORCES, (lb) Max Comp,/Max. Ten, - All forces 250 (ib) or less except when shown. NOTES- 1 ) Wind: ASCE 7 10, Vult=140R)ph (3-second gust) Vasd=108rnp11, TGD1---4.2pst; EiGD[,-3,0psf1 h=1 5tt, Gat. 11, Exp C, Encl., GGpi=0,18; MWFRS (envelope) and G-C Corner(3) zone, cantilever left and right exposed, end vedicai left and right exposed,C G for members and forces & MWFRS for reactions shown; Lumber DOI-1.60 plate grip D0L---1-60 2) The Fabrication I olerance at joint 2 = 0% 3) This Ituss has been designed for a 10.0 pst bottom chord live load nonconcuFfeW with any other live loads. 4) 1 This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a zectangle 3-6-0 tall by 2-0-0 wide, will tit between file bottom (:hofd and any other T-nernbers. 5) Refer to girder(s) for (uss to truss connections. 6) Provide, mechanical connection (by others) of truss to bearing [)Life, capable of withstanding 100 Ib Uplift at joint(s) 3, 2. A, WARNING, Verity design parameters and READ NOTES ON THIS AND IMCCOOEDMIrEK REFFRANCIF PAGE U111,7473 rev, 10/0,7/2015 BEFORE USE. 11, voli, I i-I uw -111" vill, 011,+ ,xan 1-fl 1, 1e1-- I niv try 11 I')r sn rcrt t,tIv ),), nil( -1 111 t'Aof,t ni.r•,I Nil ' kef- w,a-, 1h,' t wu,l ""Wy lh, !jj,h, I 1,9-m-1011 , 11, 11,1-1 "'Itj In "It." fl" ti,l o'l- IN, -v-, all br ln,fl" WAi,11,P1,,I Imz" -,I 10 1/, ("ll", r "',ly h, rl(ir-n'li )1-j IFf, V 1'11 MiTek it 01h, -1 -1, lain <I" I,,, =i It li'll r(ji't o I'), It 1,, on' l t,t " in,; -(tius"", ii" I -',ANSI/1PIl Quality Criteria, DSB-89 and RCSI Building Component 6904 Parke East BId Safety Information 11,,Iikir*e tram Ilium 411I(1111-. 7111 N 1-1',11,111, S01,, lq,>X ff'-Irpl V/\ Job Truss Truss Type WP0038 CJ5 Jack -Open Buildeis FiistSource, Tampa, Plant City, Florida 33566 100 1-0-0 Oftsele 1X fL LOADING (psf) SPACING- 2 0-0 est. TGLL 20,0 Plate Grip DOL 1.25 TC, 0,64 TGDL 7 0 Lumber DOL 1.25 BG 0,28 BCLL 0,0 Rep StFess IncT YES W B 0, DO B C I. -A. 10.0 Code FBG2017/TPI2014 matrix P LUMBER - TOP GHORD 2X4 SP No-2 BOT CHORD 2x4 SP No.2 REACTIONS. lb/size) 3=122/Mechanical, 2=247/0 3-8,4=48/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-84(LC 12), 2=-67T,G 8) Max Gtav 3= 122(1-(' , 1), 2=247([-C `H, 4,96(LC 3) FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. W1100M 6 T12943764 8,130 s Sep 15 2017 MiTek Industries, Inc. Hi Jan 12 06:24:43 2018 Page 1 ID:5c7Af6B5PEIPx,J638d3NKNz4S6e-yoBiTi,)Ei(6758roLLiRO,Atll)8kXi4L w?7h1q4mQzwB10 Scale -- 1 14.9 DEFL, in Ioc; Well L'o PLATES GRIP Vert(LL) -0,03 2-4 999 240 MTK, 244/190 voil(G-T) -Doti 2-4 >909 ISO HotziCT) 000 3 Iva We Weight: 17 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, or 5-0-0 oc pullins, B0 1'(' HORD Rigid ceziing directly applied of 10-0-0 oc bracing - NOTES- 1) Wind: ASCE 7-10; Vult=1 40rnph (3-second gust) Vasd=l 08mphl TGDL-4,2psf: BCDL=3.0psf: h=1 5ff: Cat. 11, Exp G; End- GCpi=0,18; MWFRS (envelope) and C-C Cotner(3) zone; cantilever left and right exposed , end vertical left and right exposed;C-C for members and forces & MWFRS tot reactions shown; Lumber DOL=1 .60 plate grip DOL=1 .60 2) This truss has been designed for a 109 pst bottom chord live load nor-IG04)00nent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom (-,hold in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girdet(s) tot truss to Imes connections. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joinl(s) 3, 2, AIik WARNINO Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCIF PAGEM11-7473 rev. f010312016 BEFORE USE. tt rIr, v ill I f-I 'oonly with Milek<i,n, t-l" III- u<pl r, 1, 1,, i-niy It, 11 t' NOHwl-s, 11, V'r , ill Illdiviju'll ( Ilkrn j i t"I" Vi,%I,,m llf,w III, lho il"I'lv,aily III, 4 1 1*Ii, 1, wim(1,11 111)l 11-; ,,try ii .. .... w,ll IS A oil, illart , "'. I I—iqlI, WI,,iiij I,, fil Ikl, I i", I' pwv'a It I I lckluvr k I, I kii, Wl4 "It !I/'r , h,", I 1' 11 411 1 lik, I I,, It )IV -311, if' 'I If 11 v 14 t'[ Wek Is olwo; s wqltw j I, ( 'k it Oly, rti It" pi --III , 'tlofw mil, j-,,A +, t ,Is-; l,"i illirry III, I I +j -J, rii, ;,3, 1 I !I' Ail 1•11 wI 11, hirij H lo 101v,iv, I', Il Oill ''I KI—lot,i —akNSljTPn Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke EIIA 6W Safety Information c w4,14, front lstj,s flkjr,: h, tl- /+eXondit, 1"VA Tampa,FL 33610 Job truss W P0038 E,17 Tnlss Type Jack -Open Builders FirstScuice, Tampa, Plant City, Florida 33566 S 0-n Cry Ply WPO038 T12943765' 9 1 Job Reference (optional) '.. 8.130 s Sep 15 2017 MtTok Industries, Inc. Fri Jan 12 C6:24:44 2018 Page 1 iD:5c7Af68511hiPxJ638d3NKNz4S6e-0 18XajHtQD?SywS?fi(ixDigpc)&KZjMF(.whOetszwBIti scaie = 1 18-8 3xH = iv Platr Offsets (X Y -- 2 0 4 O-O tvL - - --------- LOA€ ING (psi} SPACING- 2-0.0 CSL DE FL, In cool I,felefl Ltd PLATES GRIP TELL 200 Plate Gnp DOL 1 -25 Tf 1.O0 vell(LJ_) 0,16 2-4 >514 240 MT20 244/190 TC: DL 7-0 Lumber DGL 1-25 BC. 067 V'ert(CT) -0-21 2-4 >394 180 ElCLL O.O Rep Stress Incr YES W D 0,00 Hou-'(f 7} -0,00 3 rva ntd BCDL 10.O Code FBC20171TP12014 Matrix-SH Weighk 23lb FT _ 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SIRI(J lTai wood .sheathing due,"y applied, BOT GHORD 2x4 SP No-2 BO I G i(JRD Rgid t-,elling dinar€ty applied or 10-0-0 oc bracingREACTIONS. lb/size) 3=1651Mechanical, 2=318t0-3-8, 4=t3i/Meehanlcai Max Horz 2=122(t_C 12) Max Uplift 3=-104(LG 12), 2=-83(L.G 12) Max Grav 3=165(LG 1), 2=318(LC 1), 4=125(t_G 3) FORCES. ( lb) - Max- Comp./Max. Ten. -AI( forces 250 (lb) or Tess except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph: TGDL=4.2psfBGDL=3-6psf h=15ft; Gat. II, Exp C,; Enci., C,Gpi= 0-18; MWFRS (envelope) and C-C Gorner(3) -1-0-0 to 5- -0, Exterior(2} 5-0-Q to 6-t 1-4 zone; cant€lever (eft and right exposed end vertical let! and right exposed,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1,60 plate grip DOL=1. 60 2) This truss has been designed tar a 10.0 psf bottom chord live load noncom,'rtrrent with any outer live loads. 3) " This truss has been designed for a live load of 20.Opst on the bottom chord in ail areas where a rectangle 3-6-0 fail by 2-0-0 wide. will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss ccnnectians. 5) Provide mechanical wrine,0lo l (by others) of truss to bearing plate capable of withstanding 100 lb upiift it joint(sl 2 except (11=1b) 3-w 104, ik WARNING- Verify design parameters and READ NOTES ON THIS AND fNCLUDED MITEK REFERANCE PAGE M11-7473 rev W0312015 BEFORE USE i u,, d, it, Ai it„I tis, Illy tall, mll k' ,n1l kas It Its:£ i; Iil r, iy: t5 ^1, Iffy $t.-r11 it iis(,'I ,.n ,r 11,t 4r::Ilt Ill in ltl +ml i nt n I I fit na sy,f m N'I"I tu,, Ih,'t. usf ,j1 I $,N lm I mu'l s oty Ill," if I'll, rl 4111 ,.. I I u,In t tar Ii i ,i, cnr t t t r dy In It ire till 1 >uart rnt 11 ev,-i ail iili txnl iin, T fc zil}i tirta u„zU111,crt.•its h,(4,r,arl£txl,::klln;7=t ui tEvtt l,It truss ,r.••,eim S(^t<I „+in,einP ,i„=Illy-P.£iHt•ulti(ltIrlt„w try n situllrl.Iti*.metta rug} Mi i, IP, n. gay i I nI £ (,sit It i0>y sit f I t Ic ball Ai t{sea lit f slbl i I „n,zl altuiv i,cf ln,q,a ilY aar i ik,. I,,r corn„w A.I,&I' )Il"', I,-,Iol,rn'I they I, it III I IW11I ,!^i,.i«e. ra t,c ry, cw " 1MII It" I t r, I,.ln i or ti.m,, .n;cf lit m w,letIl u(,ANStTPI I Quality Criteria, DSB-8F and SCSI Building Component 6904 Fruke, EalA Blvd. Safety Information 11.<Ill ibtaz rrcvn IIoss I ate In, .dote. PI„ td 1 t,,I, 17. Fq<, c n Ill I VA ?7314- Tt2mpa FL 3a610 Job Truss Truss Type aty Ply WP0038 T12943766 WP0038 EJ7G JACK -OPEN GInDER 1 2 Job Reference (Optional) Builders FitstSource, Tarnp Ia, Plant City, Florida 33566 8.130 -, Sep 15 2017 Mil-ek Industries. Inc. Fit Jan 12 06:24:45 2018 Page 1 ID:5c7AtC)85PE[PxJ63ad3NKNz4S6e LtBJWkwivekLs45VHYpdAmvD6iiiVjCSpEPBL9BqJzwBli-n 3-8-2 700 3-8-2 13 14 2)(4 2 2Y4 7 - 0- 0 Scale = 120.5 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) i/dell Lfd PLATES GRIP TELL 20.0 Plate Gop DOL 125 TC 046 W,O(LL) -0,11 1-3 >749 240 M-f 20 244/190 TGDL 70 Lumber DOL 1 25 BG 0,45 Veil (CT) -0,20 1-3 >406 180 BCLL 0,0 Rep Stress Incr NO WE', 0.02 Horz(CT) 01,00 Iva !Va BCDL 100 Code F6(-',2017,rTPi2014 Matrix-SH Weight, 63 1b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Sbuclurat wood sheathing directly applied or 7-0-0 ou, pudins. BOTCHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc b?adng. WEBS 2x4 SP No,3 REACTIONS. (Ibisize) 1=1120/0-3-8,3=1473/MoGhanical Max Holz I = 1 06(L C , 8) Max Uplift 1=-298(i-G 8),3=-439(!-C 8) FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) 2-ply IrUSS to be connected together with 1 Od (0, 131 `xX) nails as follows Top chords connected as follows: 2x4 - 1 tow at 0-9-0 oc, Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 no. Webs connected as follows: 2x4 - 1 tow at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD GASES) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), Unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd= 108mph; T(Dt-=4,2psf: BCDL=3,0psf; h=l 51t; Car, 11, Exp G; End., GGpi=0. 18: MWFRS (envelope); cantilever left and right exposed , end vertical left and right exposed; Lurnhet DOL- 1,60 plate grip DOL=1,60 4) The Fabiicalron Tolerance at joint I = 0%, joint 2 -= 0%, joint 3 = 0% 5) This miss has been designed fora 10.0 psf bottom chord live load nonconcuirent with any other live loads, 6) 'This rLiSS has been designed for a live load of 20,Opst on the bottom chord in all areas whole a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to g4der(s) for floss to IRISS GOnneidIOW 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) except 0=lb) 1:v298, 3439, 9) Hanger(s) or other connection device(,) shall be provided sufficient to Support concentrated load(s) 698 In down and 208 to tip at 2- 0-12, and 698 lb down and 208 lb kip at 4-0-12, and 700 lb down and 206 lb LIP at 6-0-12 an bottom chord. The design/selection of such connection device(s) is the responsibility of others, LOAD CASES} Standard 1) Dead + Roof Live (balanced): balanced): Lumber Increaso=1,25, Plate, Increase,=125 Uniform Loads (Pit) Veil: 1-2-54, 1-3"-20 Concentrated Loads (lb) Veil: 4=-698(F) 5=-698(F) 6=-700(F) WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MMEKREFERANCE PAGE U11-7473,ev. 10103,2016 BEFORE USE. 1)"' Onv, lit, t 1, ,00, fvlll,*-nn,> 1.,m lIll)" t MiTek' r, ' y'• t', luir, It- 'I'A 410y, if I- I I"; wv, III 'it, jj'w will I I -Jt+, ;,o,si,it Ali lit it Y lit, I I 1 q-ly 4 invil I, . I,.,, )"llol, )I e it It, I, it I -q, it, rinq the L it o III(,n, 1,)i, rater, 1, 1rv, .i Y, e,, k'tv,j I un It cr, it or tal c=, < it 1, 1 litm, syIle:, ls, sc crANSI/TPII Quality CrIterro, DSB-89 and SCSI Building Component 6904 pluke East 1341,id Safety information t-m llkl%% IV,ro rrtOil'jtF ?W H, ',,'A 22304, Tampa, FL 33610 Job Muss Ttuss Typi, WP0038 HJ7 Diagonal Hip Glider Buildets FirstSource, Tampa, Plant City, Florida 335G6 1-50 5-8-0 2x4 - 01Y Ply WP0038 T12943767 3 1 Job Reference (optional) 8,130 s Sep 15 2017 MiTek Industries, Inc, Fri Jan 12 06:24:46 2018 Page 1 ID:5c7Af685PE[Px,1638d3NKNz4S6e-MNt(iyGkXP2VjiF4l-6X8Pi7lKriv43BDnZN?vlMizwBI I 9-10-1 4-2-0 Scale = 1 21,2 Y_10_1 LOADING (pst) SPACING- 2-0-0 CS1, DEFL, n focl 1/dell 1d PLATES GRIP TCLL 200 Plate Grp DOL 1.25 TG 032 VeTI(LL) 0.02 6-7 ,99O 240 MT20 2441190 TGDL 70 Lumber DOL. 125 BC 0,41 Vert(CT) 0,06 6-7 999 180 BOLL 0,0 Rep Stress Incr NO V111B 025 H0Tz(C7) 0,01 5 n/a nta BCDL 10,0 Code FBC2017fiP12014 Matrix-SH Weight: 40 lb FT .= 20'% LUMBER - TOP CHORD 2X4 SP No.2 BOT CHORD 2X4,SP No-2 WEBS 2X4 SP No,3 REACTIONS, (lblsize,) 4=107/Mtct)anicat,2=449/0-4-9,5-328/Moc.liat)i(.,II Max Harz 2= 131 (LC 22) Max Uplift 4=-75([_C 4),2=-144(l__G 4), 5=-99(LC 8) FORCES. (lb) -Max, Camp, /Max, Ten, -All forces 250 (Ib) a,, less except when shown. TOP CHORD 2-3=-760/223 BOT CHORD 2-7=-266(697, 6-7=-266/697 WEBS 3-7=0/303, 3-6=-7631291 BRACING - TOP CHORD Sl;rwJrji,a( wood sheathing directly applied or 6-0-0 ors puilins, BOT CHORD Rigid ceiling due-cliv applied or 11 0-0-0 0c bfaclng. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second grist) Vasd=108mph: TCDL=4.2psf; BGDL=3,0psf1 h=15ft; Cal. 11; Exp, G. EnGl_ CiGpi=0.18: MWFRS (envelope), cantilever left and right exposed I end vertical left and right exposed; Lumber D(A-1.60 plate grip DOL-1 .60 2) This truss has been designed for a 10,0 psf bottom chord live load riot iGoncu ttent with any other live loads, 3) ' This IFLISS has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to gvdet(s) for truss to (ILISS 5) Provide mechanical connection (by others} of buss to bearing plate capable of withstanding 100 It) uplift at toint(s) 4, 5 except (I_lb) 2=144. 6) Hanger(s) or other connection device(s) shall be provided 51,ltflCiehl to support concenttated loads) 64 lb down and 80 1h tip at 1-4-15, 64 lb down and 80 lb up at 1-4-15, 29 lb down and 44 lb up at 4-2-15, 29 ]b down and 44 In kip at 4-2-15, and 53 lb down and 92 It, Lip at 7-0 14, and 53 ib down and 92 rb tip at 7 0-14 On top chord, and 2 lb down at 1-4-15, 2 lb down at 1-4-15, 19 Ib down at 4-2-15, 19 lb down at 4-2-15, and 39 lb down at 7-0 14, and 39 lb down at 7-0-14 on bottom chord- The design/selection of such connection device(s) is the responsibility of 7) In the LOAD CASE(S) section, loads applied to the face Of the IRIS' are noted a,,, front (F) or back (B), LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lncrease= 1,25, Plate Increase,=1 .25 Uniform Loads (pit) Vert: 1 4=-54, 2-5=-20 Concentrated Loads (lb) Veil: 8=42(F=21, B--21) 1 O=,91 (F=-4(5, B=-46) 13=-39(F=-20. B= -20) Af, WARNING, Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M*7473 rev, 10/0"015 BEFORE USE. 1)ow jrl V,rfld;'l O-,Nyloth 1-1,, lhi 1,si jn j, i,- i "Illy ljl-lt 11 m, h"C"I it i in I's Y.;lojr), fir"f, a ti. I! x: t ur, it, 4) iml ","my It r ')l 1 11, A 'ifi IV o 14 qQl I I N- )I ... +r, :mv I I q xm I Y in q w it, ljw,. druyr I il'to It y"ouill t,k9flili, ,T,josiqn. N,, -h, I We* Kolwoy,t,' I' 11„I t, I I.' nwv"'I'l it'w wilh I -%SiHo I'm', ",It inrav )IxJ 1+ l ",try 4#1-t,, 11 4 tj11t%i0F I q'il r Al- 111e foki, llk)n, ot,>, 4 via -,ANSIJTPlf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East 61Vd Safety Information tiv,ril.ildam: tr(,iii Tamp a- R_ 33610 Jot) Truss -Puss Type Qly Ply WP0038 T12943768 WP0038 MiGE Monopitch Suppoired Cable 2 1 Job Reference (optional) Builders FirslSouice, Tampa, Plant City, Rot ida 33566 8,130 s Sep 15 2017 MiTek Industries, Inc Fri Jan 12 06:24:47 2018 Page 1 1[):5c7Af685PE!Px,)638d3NKNz4S6c,-tZRH9ciAALbaJPeggEtE,.tKIW(JjWqwlMicfelvBzwB1k 1-0-0 4-8-0 2x4 = 2x4 2X4 LOADING (psf) SPACING- 2-0-0 CSL TOLL 200 Plate Grip DOL 1,25 TG 0 13 TC,DL 7'D Willow DOL 1 25 B,,, 0,06 BGLL 010 Rep Stress Inct YES WB 0 io BCDL 10,0 Code FBC20I71TPI2014 ma!nx-P DEFL, In (Ioc) I/deff Ljol PLATES GRIP ven(11) 0.X 1 nJ( 120 MT20 2441190 Vert(CT) 0.00 1 iVr 90 0,00 5 rva n/a LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD BOT CHORD 2X4 SP No2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No,3 REACTIONS, gla/size) Max Holz 2=93(LC 9) Max Uplift 5=-18(LC 9), 2=-55(LC 8), 6=-79(LC 12) FORCES. ( Ib) - Max. Cornp,/Max. Teri. - Air forces 250 (lb) of less except When shown, WEBS 3-6=-144/350 Scale = 1 14,2 Weight, 20 Ib FT = 20% Structural wood sheathing directly applied or 4-8-0 oc purlies, except end verlicais. Rigid coiling directly applied of 10-0-0 o(, bracing. NOTES- 1) Wind: ASCE 7-10; Vult--140triph (3-second gust) Vasd=108mphl TCDL--4,2psf; BGDL,--3.Opst; h-1511; Cat, III Exla C-1 Enci_ G(' ja=0.181 MWFRS (envelope) and C-C Cornet(3) zone, cantilever left and right exposed; end vertical felt and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL--1,60 plate grip DOL=1,60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (non-nat V) the face), see Standard Industry Gable, End Details as applicable, or consult qualified building designer as per ANSIITPI 1. 3) Gable requires CONMUOUS b0ttOtb chard bearing. 4) Gable Studs spaced at 2-0-0 oc, 5) This truss has been designed tot a 10,0 psf bottom chord live load noncofICLAI tent with any other live, loads. 6) ' This truss has been designed for a live load of 20,0pslam the bottom chord in all areas where au,-,ctangle 3-6-0 fall by 2-0-0 wide will lit balween the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 6, WARNIIVG- Vedly design Parameters and READ NOTES ON THIS AND INCLUOIFOMITEKREFERANCE PAGE Mit-7473t-01 1010312015 BEFORE USE, I i, rsr, it , o A, I f—f is,> NV ", ith Mr, + ^i if), I. x,, 11 ii- J,,qin js tin I —I Ii Y, it —I I I ti n t', fc t , sr it , It ,r lu 9 t i irk Y. I nI , I , ant , i r, .1 M iTe, k Iq r1w, ly" $,it grlt'rilv -0 lo ""Ith f -wl 4" 1 iIII'Ily - R1, I ti-I-0y , i, w, riy-, I, r ll 1 rn-i I(41,o lh' I, it I k"Ition, Ilov I, I,i, dor""'Iy" I, ifuj A llus q it i I iiimsyfk,mq —virANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component i 6W4 Fla,kii Eir&I Bind. Solely Information wsil.it Jo rr-m truss llkik. 7,W Nk- Al—,orl lit 22:11/1 1,1"ipa Fl- K,1,610 Job I I uss WP0038 M2 Builders FirstSoutce, Tarnfin, Plant City, Florida 335 Tt I iss Type oty Ply WP0038 T12943769 Monopitch 4 1 Job Reference (optional) 66 8130 s Sep 15 2017 MiTek industries, Inc. Fit Jan 12 06:24:47 2018 Page 1 ID:Sc7Af685PEIPxJ638d3NKNz4S6e-tZRtl9c[AAI-baJPegqEferKIR7,jTNwI ictoIvBzwB1k Scale - 1: 14 2 1 58 STP = 2,14 nts 1 2,0 1 81 Plate _XYJ LOADING ( psi) SPACING- 2-0-0 CSL DEFLl I/dell L/d PLATES GRIP TGLL 20O Plate Grip DOL 1 25 TG 0 47 VeIl(LL, -0,02 2-4 >999 240 MT20 244/190 TGDL 70 Lumber DOL 1,25 BG 021 verlt(ci-') 004 24 >999 180 BCLL D' O Rep Stress Incr YES WB ().00 HorziCT) 0-00 4 n/a n1a BCDL 100 Code FBC20171TPI2014 Matrix-P Weight 191b FT = 20% LUMBER- BRACING- TOPCHORD 2x4 SP No 2 TOPCHORD Structural wood sheathing directly applied or 4-8-0 oc pudins,, BOT CHORD 2x4 SP No2 except end verlicals. WEBS 2x4 SP No, 3 BOT CHORD Rigid ceding directly applied or 10-0-0 oc, bracing. REACTIONS, (lb/size) 4= 143/Mechanioal, 2--238/0-8-0 Max Horz 2_93([_ C 11) Max Uplift 4=-52( LC 12), 2=84(11_C 8) FORCES. (lb) - Max. Conlip./ Max, Teri. - All forces 250 (ib) or less except when shown. TOP CHORD 3-4=- 119/280 NOTES- 1) Wind: ASGE 7- 10- Vult=140mph (3-second gust) Vasd=108rnph; TGDL=4,2itisf; BCDL-3,0psI; h=159; Gat, If; Exp C, Encl., GCpi=0.18; MWFRS ( envelope) and G-C Cornen3) zone, cantilever left and right exposed; end vertical left and right expoeed;G-C for members and forces & MWFRS for reactions shown; Lumber D0L=1 .60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurtcnI with any other live loads, 3) 'This Voss has been designed for a live load of 20,0pst on the bottom chord in all areas where, a ieclangle, 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any outer members, 4) Refer to girder( s) for IFLISS to truss connections, 5) Provide mechanical connection ( by others) of truss to hearing plate capable of withstanding 100 In uplift at joint($) 4, 2. di, WARNING - Veiny design parameters and READ NOTES ON THIS AND INCLUDED UtTEK REFERA NCE FADE Mil- 7473 rev. 10103120 15 BEFORE USE, 0, 'wjl, V, liv 11, is,, lily wit It, Mt 1, + nl ll l, It " t, ihi, cI,cIi I"', i - Ill l, I .I,l V, 4 -1, [ , 31 on lo 1, lk, sir Wn, , l( I 1 .1 it ; it it It 1, 11 t i itt, fit r I < rif it I ,, 'I 11. ll 4 to N, %y%t, lit t I -i, l i, i" l, I ho k III, it, 1,,r +l,* it an , ill, I't v, l, i ty II". it ri 11 -f - 1, 111 ; , 11 It I it l I , 't, an.I [ 's it l, q I l , Ito, I, !J, In it the l, n , III No,rllO It ii, alc)d 1, I'l I t"ll"kiii, J-1 ill. ri,A- It'll If, ls, -t, 'ti, 1(<,l e h-', I....... is llwaly% I, lq! tlwd ("; st, lt)ihly, 11 " I I- I,$, l" lilt -11items will I Ivy ,It ll, l t, it illit Ry i,1iv, ,Iy, )i-, It(,( 1 anti1+), if ay of htr,,,r, Irt, I tm-,ystel,,s. s.,-ANSI/Trtlll Quality Criteria, DSB-89 and BCSI Building Component Safety Information ov, lillit ll, If, - tit ltms llukl 1-111,ntl. ? W Nt t- MiTek 61)04 Parke Ells, Blvd farnpa Ft, 31610 Job Tress Truss Type Ury Ply WP0038 T1 2943770 WP0038 V3 Valley 1 1 Job Reffetence, (optional) Buildets FiistSowce, I ampa. Plant (,-,try, Florida 33566 8,130 s Sep 15 2017 Mi Tek Indusli es, Inc Fn Jan 12 06:24:48 2018 Page 1 1[):5c7Af685PEIPx,)638d3NKNz4S6eJti)?fNxtiioxtiRXZDSI--'yAt(-')Yiil-i$BfAFSqJOtRezwBII 30- 0 LOADING ( psi) TCLL 200 T(, DL TO BCLL 0.0 BCDL 10,0 LUMBER - TOP ICHORD 2X4 SP No_2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No,3 2x4 ' SPACING- 2-0-0 CS1, DEFL. Plate Gnic DOL 1 2 1; T(' () 1,2 vel(LL) Lumber DOL 1,25 BG 0,05 verl(("'T) Rep Stress nor YES WB 000 Ficir7((-"I-) Gode FBG2017f'IP12014 Matrix- P REACTIONS. ( Iri(size) 1=7812 11-6,3.--78/2-11 6 Max Horz I =40(LC 9) Max Uplift 1 =-21 (1-0 12), 3=-28(LC 12) FORCES. fb) - Max, Comp./Max, Ten, All forces 250 (lb) W 1eSS except when "Mown, BRACING - TOP CHORD BOT CHORD scille = 1 9,0 2x4 In ( loc) deft Ltd PLATES GRIP rVa n/a 999 MT20 2,141190 nia Iva 999 0, 00 3 ri"a n/a Weight: 9 Ib I- T = 20',a StrUGfUl' al wood sheathm9duecliv applied or 3-0-0 (), Puffins, except end verlicals. Rigid coiling dizcctiyapphed or 10-0-0,)c biacing, NOTES- 1) Wind: ASCE 7- 10 Vult=140mph (3-second gust) Vasd=108mphl l'GDL---42psI1 BCDL=3.0pst; lh=15Q, Cal. It; Exp G; Encl- GGpc= 0.18, MWFRS (envelope) and G-0 Corner(3) zone, cantilever left and right exposed I end vertical left and right exposed;G-G tot members and forces & MWFRS tot reactions shown, Lumber DOL-1,60 plate grip DOL--1,60 2) The Fabmaton Tolerance at joint 1 = 0%, loint 2 = 0%, joint 3 = 0% 3) Gable tequires, continuous botlorn, chord hearing, 4) This truss has been designed for a 10,0 pst bottom chord live load nonconcuirent with any oilier live loads, 5) ' This truss has been designed tot a live load of 20,0pt on the bottom chord in all areas where iactangle 3-6-0 tali by 2-0-0 wide will tit between the bottom chord arid any other members, 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) 1, 3 Aj& WARNING - Verify design Parameters and READ NOTES ON THIS AND fNCL UOED MITEK REFERANCIF PAGE W-7473 rev 1010312015 BEFORE USE, t) s4 tti tit 11-1 ,,, - Ny "zin i Mil k ^t ii, i, ' 1, a s It A, < 1, "1" e i i, I e w " I ,,,IV iIf -I, I , il if, el ,, 't 11 11" I'I a i! It J, i nil t 'kiii, fit "'j , 't , I ' it a I i If, . toe, it v k fit- Mfg -1('* 11 ' 1 I , " i'l vIt,( 11 " ")I I 4f, ft 41, ly -I , I"q, 11, 1 1,, it I 1, 1, 1, 1 +' q " 'i , i 'i I 'I ZI, , It in , J is ,t f& , 11 ) " , ";! $it 1 yAlfif' 1 1, mi $1, tit.), inu it i, li- IV - 11" 1'' 1 J, "v"i) I I i, klf',) -I If i, il"'r lit al 4, "t, 1, " 1/' 't c f;^x J I , i% A It Yf 'Nyf,,. I, It If, 'I eI i, 'I , it 'i - m ,, if f pxvn,Inef 111 '1 r ir 1, 1 rlhw 'to" I'J" I'.fiv'mv ow"11"tiond I+ 1< 0"'I of it,! i'll li%l"Iffs, (-ANSI1TPfI Quality Criteria, DSS-69 and BCS1 Building Component Wek' 6X14 Parke Caeit Blvd Ta 4c, I'l, Jab _ Truss russ 'ype Oty Ply WP0038 T, 2£1437 T t W P0038 V5 Valley 1 Job Reference(optional) Builders FittaSource, Tampa. Plant City Florida 33566 8,130 s Sep 15 2017 MITek industf fes. inc. Fit Jan 12 06 24 A8 2018 Pace 1 1C):5r7AfG85PEfPxJ638d3NKNZ4S6e-Jf))?fNxmoxfjRxZD EyAtOYrbC.iptnfAEsgJC?rRezwBlI 5.:0 0 Scala w 1:13.6 2x4 I' LOADING (psf) TCI- L 20.0 TCDL if 0 BC 1 0.0 BCDL 10-0 LUMBER - TOP CHORD 2x4 SP No_2 BOT CHORD 2x4 SCE No 2 WEBS 2x4 SP No.3 2x4 SPACING- 2-0-0 CSI- DEFL. Plate Gnp DOL t 25 TC 0 51 Lur) ber DOL 1.25 RG 020 Verf(t:T Rep, Stress Incr YES WE a 00 Hof'z((,T) C,o1e FBG2017,11Pi2014 Matrix-," REACTIONS. (Ibts(ze) 1=15214-11-6,:3=15214-11-6 MaxHoiz 1=77(LC9) Max UpVt 1=-42(LC 12), 3= 54(LC 12) FORCES. f1b) - Max. Comp.tMax. Ten. -All forces 250 (lb) or Less except when shown. BRACING - TOP CHOR€) IS0T CHORD 2x4 in (€oc) Ilderl€ Lld PLATES GRIP list rva 9(q9 MT20 24.4/190 nia - Iva 999 0 00 3 Wa n/a Weight: 16 ib FT - 2Ct`?b Structural wood sheathing directly appoed or 5-0-0 }(, purtins, except end veilicals. Rigid ceiling directly applied or 10 0 0 a. bracing_ NOTES- 1) Wind: ASCE 7-10: Vuit=l40rrlph (3-seCOnd gust) Vasd=108mph) TCDL=4.2pst, BCDL=3.0psfi hvi5ft Cat, II, Exp C; Encl., C Cpi=0A8; MWFRS (envelope) and C-C Goroof(3) zone: cantilever left and right expensed ; end vertical left and right exposed:C-C for members and forces & MW FRS for reactions shown, Lumber DOL=_ 1 60 plate grip DOL=1.60 2) The Fabrication Tolerance, at joint i = 0%, joint 2 = 01%, joint 3 = 0% 3) Gable requires contbnuous bottom chord bearing. 4) This huss has been designed for a 10-0 psf bottom chard live toad nonconeurrent wilt) any other live loads. 5) " This truss has been designed for a live load of 20Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the tx)ttom chord and any other members_ 6) Provide mechamcd, connection (by others) of truss to beating pate capable of withstanding too it) uplift at joint(s) 1, 3- WARNING -Verify daeign paraineferc and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev f0103120r5 BEFORE USE. t rst;ln , 11t f -, Is" r1ly""III, mll .kr., „rui I « Ih, i ti t, h,.n S Ny it sh s,r, m it, lq -3, tt }i,1. i. x1! I, & fly, I' ( ncni It, t .. a h.nc sysi<m N't,> ux it,, - r (xi I' d fesutn.r irxt'l —illy It,, 11.y it 1t tlii: ,.. f $ I zn I -:xi si 11 k is •:an J I t ,[writ/ 61 q, a t!e thl S sr; )n I't 1h r., i III twill-itn;} t+ sirJrl- Wl Ina trn4i,.rsi. h. , 1 - txt.,enl txtckhn,i 1 If .I1vlIu 1 IkI"', v, *t x1.floi , h,.J il elzltxas ,nIY. P,.f..fit1—t, It kin f...1 ,)`CItI f I-^nEr,11 1' I t i r illlr i is -lira ay 1 +tN f t< t i f gfity, 1n 11 (4 ant It If ,cs itf 4 A i ° I e)n, n.bl a giN f' an_J I, „l K)II, .ir m h} I >. rs >Eu*i il ;Jttki, t, c w< )r1G An 1 It - I, 5hrg 1111a. 0+x1e fa h„=vti• c;t_ Ct n,1n_7 t,cz< test ill ittt ", lnrt hus's avalrarrs, a ,,ANSr/TrII Quality Criteria, DSB-84 and SCSI Building Component 6904 Farke Fast Bh,d. Safety Information a.,^ fli It Irrn, buss PI 11,e trs8lt tle;. ; Ift t {e e= Str. <=t S, ttte?is N"t,' n, 1r, 1 VA 2,*, 1M 4- Tama. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 1/; Cer-,tern ate (_,n joint unite Ss X, y ot t sets ar mica + ed. Dimensionsore jr, fl-n-sixec-t-ths Acloly plafes to both sides of trios nd fully &-bed eeth ram outside eoge cf truss In i s s vrn bo r,, d f ca t es + h of cdotes, The first an-iensicn :s the plate 4 x 4 width measured perpendicular do siots. Second dr-nension is the length parallel fc, slots LATERAL BRACING LOCATION ndiccfed by symlbc)l shown and/oir t: 111y text ir 're tDracing se,-,tfo,7,, 0f. the 0" Utic,ut Use, 7 or I bracing ff naicctecl BEARING Indicates location where bearings supports) occur cons vary but reaction section indicates joint number where bearings occur Min size shown is for crashing only. Industry Standards: ANSI/ TPI! National Design S Dedficafion 'or Metal Plate Connect-&d Wood Tuss 'Co n-t(uct,,on DSB- 89 Desfgn Standard or Bracing B C S I ti_,;Iding Component Safety r-ifofmation, aide to woad Pirocflee Handling, installing & Bracing of Metal Plate, r - ectecl Wood Trusses onI64aimersi, 3ns showii it fl-in-sixTeenths Crowings not to scoie" Z Top CHORDS 7 6 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT, CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS 1, -_ C - E S R e, p c, r 1i s ESR- 1311 1, ESR- 1352, EESP 1988 ER-3907, ESR-2362, [SR-1,397, ESR-3282 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury Acrclif!onaIi Stab4ii-,y f3Truss SiSteffl, e.g. ckagonai or XA" Facing, is requirec, See SCS! 2 7ruSS rD,-,- hg must be designec4 by On enq r,<_r Par Wide ttuss scacing, LfioCes them _lve, ino"Y' IrDracng, of c1fernative Tor sN:)uld 0 3 Never exceed the design }Owing st ov,,nanrci never il stack rnaleirals or, ina0equ'ateiv braced trusses rj 4 Prov;` ae co,Pies of #hfs fTussd1&si,1,-i t3 rhe tDuildng dessigner, erections property owner and 5 Cut me- bets+,ghTi,,, ocanst act, other pkJteS or) euCh f r uss 1-117 e1011--J, otr,,tandl ernbea fzmd v.,ar,,2? gt ov ANSliT the en rorrT;er) t c, d mf'-, ANSI/TPi i lid at f4ne of fc;bri,CTor'. Urless -.expressly noted, 711), use with fire reia" Clont, or green luMi3ef 10. Carnber so non- sliuclurol the responsibiiil-v of truss fcZrica-tor G- eneral Practice is -, car-(ber for dead koaddei eo_tvon, Plate type, sce, oriel;- itciti-_.n. and iccoz,on c,iry,erslorls 1 jryitDef iiseu r- e Cfl The SoeCieS ana siZ all resoecM ecl, U01 1,c,, cetfer trc-ln Trusses are designed for wind loads in the plane of the truss unless otherwise shown. S oc, c h, cu f ds rh u s t b e sr, eo e ao, oi r s roar ued Lumber design values are in accordance with ANSI/TPl I 14 3C,7-X11 chords r rociirooT 10ft sr,ing section 6.3 These truss designsrelyonlumbervaluesss, if r;o oeikng;s nstasiec, j!"lless 0trielf"Mse hClea established by others Connect.3,)s not sno.ur, ore 7rie rerpor,6bji!tv a,f others 16 DC) noF cut or alter Truss rnei-nt' erD( pirate mthiciuif *riO, Z, 20 12 MiTekJ All Rights Reserved 0Pp,Cv,::,A cf ar) engineer. 17 lnsTcii( ano ioodverticoliv unless incaicofed otf,,erwise Nil MiTerk' MiTek 7-nigoreering Reference Sheet. Mr- 7473 rev, 10/03/2015 Use 0, g•,een or treated iu nl:)el rn,y pc se unacceptarde health or perf3rmcince risks Consult alitft prolecf engineer before use, 19 Revrevi all portions of this oieign !ftonf, bar- wDrds use picTures c"Ic'ne 3 r1o, suito,ent K Designassi-imes monufocture in ace. _(olar. Ce wrr, ANSI/TP! 1 Quai% Cf,tenci Products CIO jri e r) G t Fl P' OdLiC!L F J I L4 6 -00 pj F IR, 15-00-00 15 R-CT 6C-,00s- 1 8 Fj3 21-00-00 1 E)*' BC? 500,f2S- F -1 FJS i 6-ac-oc i B C7 60CCs-1.8 i's 0005- 1 a 811,12 LT'-00-88 1-3/L4" x 16" UERSf-'1-1-19N, 2 0 31, CC, 2SP RMI I 2-00-oa 1 - 1 /8" x 16" BC RIN B09RD OSB I Net P-R-0, RM H3 F13 F Jf p R M III DEAKINIS HE16HT 56HEDULE Hanger List Hl HTU26 H2 HGUS26-2 H3 ILIS 2.37/16 NOTE5: 1 ) REFER TO HjD Q! (ZECOWFWAT'ONI FOR W-OLNG IN"'ALLATiON AN P TWFNAFY 6RAIN6) eEF,'k TO ENGINEERED DRAWINGS F OR PERMANINIT DRACM PEaLAREP 2 AL: TRLF,',5 TZJ55E5 LRVtk VALLEY FFAM[W,) MUST DE C.OA4FLET ELY DECKED OR RUE9 TO DEAIVVFOR MENA-1 E 5RAC3NG RWIUIRFMENTS 3) ALL VAL! ty', ARE TO DE LONVENI!ONN LY FkAMEP-Dy Doll -PER 4) ALL - 1 R6"E5 ARE PE51f"Ef) FOR 7 c MAXIWU 5FA04-, LWI-E,° OTIIHVSE NOTED ALL WALi 1, F0AIN ON FILA EMENTI FLAN AR' 6-IIN61PERED TO DE LOAV' DEARM, LtLE' 5 OT,',fEPWFSE FiCTED 5-,42 -, RI, 65E5 W9, DE WALLED w'; TIH THE TOP 6F M, OF 7) ALL ROOF 7 H.A%,IkS -1ODE HTU26 Lttf55 OTFIERWIIH NOTED. ALL FLOOR TkS755,riM, 6EF5 765E 7 HA4 22 ILM E' 5 OTHE NFLE NOTED. p 6 1DEAMMEAVERILIN! EL (,,VR) 10 6E FURNISF,EV 5' NUER 5HOF DRAWING APPROVAL 1t6LAYOVT 15 Pf 5aE St CE f0P FA5C,A'M0F TU,15E5 AW VOIPS AL PPEVIOV7 AN-OTUITUFAL A 01.1" U, LAYOVT REVIEW A* APPROVAL OT TlflS LAYOol, WIT WITWN' 10 Mig, AGANIT C,VN' E' T-,A-5 WILL U117 N EXTRA ChAU5 10 YOU. W—W 9,4- 1 Cr, , fr." ti jBuilders WirstSource Orlando PHONE 407 551 2100 FAX 407 051-71,11 Plant City flmONE FAX 813-712- 11132 Starlight Homes 1826 q oph5i WP0038 WWI 9/27117 1 Josh City of Sanford LAD Building and Fire Prevention Product Approval Specification Form Permit # #1 8 - 9 1 1 Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.or g. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description I ---------- Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC FL15036-R2 Sliding Ml WINDOWS & DOORS 420 FL15332-R4 Sectional -..--MYNE DALIQN 5120/6100/9100#0230 FL9174-R12 Roll Up Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory 3. Panel Walls Manufacturer Product Descri tion Florida Approval # includin decimal Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla meats TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofin Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E. P. S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-R10 Other June 2014 Category Subcategory 5. Shutters Manufacturer Product Description Florida Approval # include decimal Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL1P-R1O Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Boise Cascade Engineered Wood Products ESG 07/21/2014 R 08/0412015 It's the SIMPLE FRAMING SYSTE Mfeaturing beams, joists and rim boards that work together as a system, so you spend less time cutting and fitting. In fact, the SIMPLE FRAMING SYSTEMO uses fewer pieces and longer lengths than conventional framing, so you'll complete jobs in less time. You' ll Build Better Honies with the SIMPLE FRAMING SYSTEW" Now it's easier than ever to design and build better floor systems. When you specify the SIMPLE FRAMING SYSTEMO, your clients will have fewer problems with squeaky floors and ceiling gypsum board cracks. The SIMPLE FRAMING SYSTEM' also means overall better floor and roof framing than dimension lumber allows. Better Fraining Doesn' t Have to Cost More Boise Cascade Engineered Wood Products' SIMPLE FRAMING SYSTEMO often costs less than conventional framing methods when the resulting reduced labor and materials waste are considered. There' s less sorting and cost associated with disposing of waste because you order only what you need. Although our longer lengths help your clients get the job done faster, they cost no more. Environmentally Sound As an added bonus, floor and roof systems built with BCi® Joists require about half the number of trees as those built with dimension lumber. This helps you design a home both you and future generations will be proud to own. What Makes the SIMPLE FRAMING SYSTEM' So Simple? F' oor anid R_om, Fra:,ni,1,j vvith Bcl` Jc)Sts Light in weight, but heavy-duty, BCI11 Joists have a better strength / weight ratio than dimension lumber. Knockouts can be removed for cross -ventilation and wiring. Product Profiles, BC/1 Architectural Specifications ......... 3 About Floor Performance, BC10 Residential Floor Span Tables, One Hour FloorlCeiling Assembly ........................ 4 BC10 Floor Framing Details .......................... 5-6 BC/ 0 Joist Hole Location & Sizing, Large Rectangular Holes. . . 7 BC10 Cantilever Details, Web Stiffener Requirements 8-9 BC111 Floor Load Tables . .... ...... ....... ...... 10-12 BC1111 Roof Framing Details ........................ 13- 14 BC10 Roof Span Tables ........ 15- 18 BC111 Roof Load Tables ......... 19-23 BC/ 0 Design Properties, BCII'Allowable Nail Spacing . . 24 Boise Cascade Rimboard Products/Properties ..... ... 25 The consistent size of BCIO Joists helps keep gypsum board flat and free of unsightly nail pops and ugly shadows, while keeping finish work to a minimum, 1 VERSA LAM' Beain,is for FI10or c) n,,.-'1 Roof Frgy-mning These highly -stable beams are free of the large-scale defects that plague dimension beams. The result is quieter, flatter floors (no camber) and no shrinkage - related call-backs. R1 [, 3oise Rimho,,,,3r(J Boise Cascade Engineered Wood Products offer several engineered rimboard products regionally, including BC RIM BOARDO OSB, BC RIM BOARDO and VERSA-RiM® (check supplier or Boise Cascade EWP representative for availability). These products work with BCIO Joists to provide a solid connection at the critical floor/wall intersection. VERSA - LAW Products, Specifications, Allowable Holes..... 26 VERSA - LAM® Details, Multiple Member Connectors . . . ..... 27 VERSA - LAW Floor Load Tables (100% Load Duration) ......... 28 VERSA - LAW Snow Roof Load Tables (115% Load Duration), . ... 29 VERSA - LAW Non -Snow Roof Load Tables (125% Load Duration). 30 VERSA- LAhr Closest Allowable Nail Spacing. . ........... 31 VERSA - LAW Design Values ............ ........... _ 31 VERSA - LAM" 1,8 2750 Columns, VERSA-STUDO 1.7 2650 .. 32 Computer Software: BC FRAMER", BC CALCO ............ 33 Framing Connectors: Simpson, USP . . . . . . . . . . ...... 34-35 Lifetime Guarantee ... ........ ....... . . . Back Cover SCII Joists, VERSA-LAM"VERSA-LAM& VERSA -LAW BCr4500s1,8 BUI 5000s1,8 8CII8OOOst. 8 8CIw6500al,8 8Cl,,80o20 BCI"'8Ox2,0 172850 1 827SO 2.03100 1y Z | | yell11Y | | 3%" tony `~ r" to 14" CD I 1+v' ' 2. v`' 7,' o;' 1};.1}.3X" 3y;'w5}' 1>'.1>. Some products may not heavailable inall markets. Contact your Boise Cascade EVVPrepresentative for availability' 31/2", 5%" BCpandVERSA- LAM' prnduc xo an e ma,w||ed in d'uaomuonaon/y pormeir ,oapeuiva CC E Reva|uahon repn o This work includes the complete furnishing and installation ofall BC|wJoists aeshown onthe drawings, herein specified and necessary tocomplete the work. K8e,i8CIOJoists shall bemanu- factured byBoiseCaacad*Engineered Wood Products with oriented strand board webs, VERSA- LAMOlaminated veneer lumber flanges and waterproof, structural adhesives. Joist webs shall begraded Structural | Exposure 1 bymnagency listed byamodel code evaluation service. Strands onthe face layers ofthe web panels shall he oriented vertically inthe joist. The web panels shall baglued together Voform a continuous web member. The web panels shall b*machined tofit into mgroove in the center ofthe wide face nfthe flange members aoaatuform apressed glue De iQn The 8CIOJoists shall besized and detailed Vufit the dimensions and loads indicated unthe plans. All designs shall bainaccordance with allowable values and section properties developed in accordance with AGTK1D5855and listed inthe governinQcode evaluation service's report. DravvimH Additional drawings showing layout and detail necessary for determining fit and placement inthe building are (are not) to be provided by the supplier. pa McoUon The BCIOJoists and section properties shall hemanufactured inaplant evaluated for fabrication bythe governing code evaluation service and under the supervision ofothird-party inspection agency listed bythe corresponding evaluation service, S} m ooUadun TheBCIO Joists, if stored prior hzerection, shall be stored inavertical and level position and protected from the weather, They shall bohandled with care suthey are not M The BCIOJoists are Vnbeinstalled in accordance with the plans and the Boise Cascade Engineered Wood Products Installation Guide. Temporary construction loads which cause stresses beyond design limits are not permitted. Erection bracing shall beprovided Vokeep the 8Cr Joists straight and plumb as required and oassure adequate lateral support for the individual BC|wJoists and the entire system until the sheathing material has been applied. The BCrJoists shall bmevalu- ated byamodelcodoeva|uahonmemice. joint at that junction. Homeowner's expectations and opinions vary greatly due to the increase the joist depth, limit joist deflections, glue and screw a subjective nature of rating a new floor. Communication with the thicker, tongue -and- groove subtloor, install the joists vertically ultimate end user to determine their expectation is critical. Vibration plumb with level -bearing supports, and install a direct -attached is usually the cause of most complaints. Installing lateral bridging may ceiling to the bottorn flanges of the joists, help; however, squeaks may occur if not installed properly. Spacing the joists closer together does little to affect the perception of the The floor span tables listed below offer three very different floor's performance. The most common methods used to increase performance options, based on performance requirements of the the performance and reduce vibration of wood floor systems is to homeowner. Span table is based on a residential floor load of 40 psf live load and 10 psf dead load (12 psf dead load for 90s 2.0 joists). Span values assume 2a/32" minimum plywood/OSB rated sheathing is glued and nailed to joists for composite action (joists spaced at 32" o.c. require sheathing rated for such spacing - I/e" plywood/OSB), Span values represent the most restrictive of simple or multiple span appli- cations. Analyze multiple span joists with BC CALC® sizing software if the length of any span is less than half the length of an adjacent span. Span values are the maximum allowable clear distance between supports. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16" inches and less. Floor tile will increase dead load and may require specific deflection limits, contact Boise Cascade EVVP Engineering for further information. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® sizing software. Shaded values do not satisfy the re uirements of the North Carolina StateBuildingCode, Refer to the THREE MR table when spans exceed 20 feet) ICC ESIR 1336 See the US version of the Boise Cascade Fire Design & Installation Guide for specific specific assembly information and other fire resistive options or contact your local Boise Cascade representative. FIRE ASSEMBLY COMPONENTS 1. Min. '3/32" thick tongue and groove sheathing (exterior glue), installed with long edge perpendicular to joist length, staggered one joist spacing with adjacent sheets, and glued to joists with construction adhesive. 2. BCIO Joists at 24" o,c. or less, 1 Two layers Y." Type X or two layers 1/2" Type C gypsum board, installed per Figures 2 or 3 of ICC ESR 1336, SOUND ASSEMBLY COMPONENTS When constructed with resilient channels Add carpet & pad to fire assembly: STC=54 IIC=68 or Add 31/2" glass fiber insulation to fire assembly: STC 5 IIC=46 or Add an additional layer of minimum Y." sheathing STC 61 IIC=50 and 91/V glass fiber insulation to fire assembly:" In 4040NOTE wh""irl The illustration below is showing several suggested BCI" blocking or 2x4 "squash" block on each r 11h applications for the Boise Cascade EWP products. side required when supporting a load -bearing It is not intended to show an actual house under wall above. construction. tno "'or'e"oond wu, -,,J! NO MIDSPAN BRIDGING IS REQUIRED FOR BCt'JOISTS VERSA -LAM* header or an BCI* header. 1W knockout holes at FOR INSTALLATION STABILITY, approximately 12" o.c. Temporary strut lines (1x4 min.) Won are pre -punched. center max. Fasten at each joist with 2-8d nails minimum. Dimension lumber is not suitisialo, for use as al rim board in 8CL` floor systems. BCI* rim joist. See page 6. See page 7 for allowable hole sizes and location. BOISE CASCADE" Rimboard. VERSA-LAMI" LVL beam, See pages 6 and 25. Endwall blocking as required per governing building code. For load bearing cantilever details, see page 9.-- BCIO Blocking is required when joists are cantilevered. BCI" Joists. VERSA-t-ANVand ALLJOIST" mast be. stored installed and used in accordance with the Boise Cascade EWP installation Guide, hwiding codes, aril to trie extent not inconsistent with the Boise Cascade EWP Installation Guide, usual and customary building practices and standards, VERSA -LAM" ALLJOIST, and 8C11 Joists must be wrapped covered, and stored oft of the ground on stickers at all times prio, to instaltition, VERSA -LAM ALLJOIS T1 and BCI` Joists are;nrKided only for applications, that assure no exposure to weather or the elernents, and an environment that is free from rnoisture from any soi,il-ce or any pest organism or suWance which degrades or damages wood of Uloe bonds, Failure to correctly store use or install VERSA -LAM', ALLJOIST', and BCF1 Joist in accordance with the Boise Cascade E',VP Installation Grotto will void the limited warranty. SAFETY WARNWIS PRODUCT HANDLING TOAND AT JOB SITES DO NOT ALLOW WORKERS ON BCI" JOISTS UNTIL ALL HANGERS, BCI- RIM JOISTS, RIM BOARDS, BCI" BLOCKING PANELS, X-BRACING AND TEMPORARY 1x4 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW, SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO PROPER BRACING DURING CONSTRUCTION, ACCIDENTS CAN BE AVOIDED UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: Build a braced end wall at the end of the bay, or permanently install the first eight feet of BCI* Joists and the first course of sheathing. As an alternate, temporary sheathing may be nailed to the first four feet of BCI* Joists at the end of the bay. All hangers, BCI* rim joists, rim boards, BCI* blocking panels, and x-bracing must be completely installed and properly nailed as each BCI* Joist is set. Install temporary lx4 strut lines at no more than eight feet on center as additional BCI* Joists are set. Nail the strut lines to the sheathed area, or braced end wall, and to each BCI* Joist with two 8d nails. The ends of cantilevers must be temporarily secured by strut lines on both the top and bottom flanges. Straighten the BCI* Joists to within % inch of true alignment before attaching strut lines and sheathing. Remove the temporary strut lines only as required to install the permanent sheathing. Failure to install temporary bracing may result in sideways buckling or roll-over under light construction loads. Do not stack construction materials (sheathing, drywall, etc) in the middle of BCI"' Joist spans, contact Boise Cascade EWP Engineering for proper storage and shoring information. There are some differences between engineered wood products and traditional Lumber products in terms of product handlinc g: Avoid handling and storing BCI l joists in the flat direction. VERSA -LAM", is denser and due to the coating applied to the surface, can be more apt to sliding. Please consider these differences when transporting and handling engineered wood products, Additional floor framing details available with BC FRAMER° software BCI° JoistBCI" blockin . zit I rim joist g Dimension lumbar is not suitable for Nail Boise use as rimboard Cascade i Rimboard to with BCIe Joists. 80I* Joists with Dimension lumber is not Blocking maybe required 8d nail into suitable far use as rim perpendicular to wall each Range board wtfh BGI" Joists ( of record onsult and/orrofessionallocalbuilding official wall forBminimujmjo_stbearing6 m... N.._. , .. _ ,,,.._, _ I i : f BOISECASCADE* Top Flange or Face One Bd nail Rimboard Mount Joist Hanger each side at bearing , I Solid block Note: BCI° floor all posts joist must be from above ) designed to carry 1% minimum bearing to bearing wall above when length (13/4' required for below. ( not stacked over 18" and deeper joists) wall below. VERSA -LAM" ( To limit splitting flange, start nails at least 1%" Blocking required underneath braced wall from end. Nails may need to be driven at an panels and shear walls, consult design angle to limit splitting of bearing plate. i professional of record. BCI' Joist Slope Cut Reinforcement Detail below restores original allowable f , For load bearing wall above Blocking maybe required at intermediate bearings for Double Squash Block Vertical Load shear/reaction value to cut end of 8CI6 joist. BCI" stacked over wall below). 1 floor diaphragm per IRC in high seismic areas, consult JlblftJoist shall not be used as a eollaror rafter tension tie, i local buildingofRcial• Jolstspactrq(tn) Sizex 6 r r, 2 fi e shell g t• 12' t6 t 192 24 0 :up t z 7pr,dg onor i, _ 2x44463 . 3347 2789 2231 e`er parr izearrn uPPOR Load bearing 2x6 7013 5259 1383 n t? wall above 01n r3x_ stacked over 1. Squash blocks are to be in full contact cur= wall below) with upper floor and lower wall plate, BCI" Joist n pi blocking, I2. Capacities shown are for a double no i 2zblock. squash blocks at each joist, SPFor 71e 4` better. m:,k" 2x blocking required at bearing (not shown for clarity). r Backer block " t t "/„"min. plywood OSB rated sheathing as reinforcement. Double BGI Joist / g minimum 12" Sheat Onr1eC110r1 hin orInstall reinforcement with face grain horizontal. Install on fl G wide). Nail with ;\, , I rimboardg both sides of the joist, tight to bottom flange, leave Joist 10-1Od nails. i filler Block closure minimum W gap between reinforcement and bottom of Hanger t * ti ( see chart below)) top flange, Apply construction adhesive to contact x ( EIC10 Joist surfaces and fasten with 3 rows of min. Ind box nails at n blocking 6" o.c. Alternate nailing from each side and clinch. required for:y _ i cantilever, Mimmurn Heel Qepthti Web -FillerEnd _ Filter block. Nail ,++ ftvOf Pitch with 10. 10d nails. Nailing 12" " Wall Bearing 7(12 8f12 9fl2 tO112 12/12' on -center ptBackerblockrequired where top flange t Connection valid for all j For load bearing cantilever, see pages 8 2 x 4 43/4" 4'/ie" 4Y." 4'/." 4/." joist hanger load exceeds 250lbs. applications, Contact Boise Cascade and 9, Uplift on backspan shall be I g pp2x6 3%" 33/+s' 2s/a' 2'/." 28/a" 2%" Install tight tatop flange. % PwP Engineering for specific conditions. considered in all cantilever designs. LATERAL SUPPORT BCi11 Joists shall be laterally supported at the ends with handers, rimboard, BCI41 rim joist or blocking panels. BGI blocking panels or rimboard are required at cantilever supports. Blocking may be required at intermediate bearings for floor diapphragm per IRC in high seismic areas, consult local buildin official. MiNiMUM B ARING LENGTH FOR BGI`, JOISTS Minimum end bearing: 116" for all BGI®Joists. 3Y2" is required at cantilever and Intermediate supports. Longer bearing lengths allow higher reaction values. Refer to the budding code evaluation report or the BC CALC® software. NAILING REQUIREMENTS BCI® rim joist, rim board or closure panel to BCIe joist: Rims or closure panel 1Y4 Inches thick and less: 2-8d nails, one each in the top and bottom flange. BCIe 4500s/5000s rim joist: 2-10d box nails, one each in the top and bottom flange. BCI® 6000s/60s rim joist: 2-16d box nails, one each in the top and bottom flange. BCIe 6500s/90s rim joist: Toe -nail top flange to rim BC1oast with 2-10d box nails one each side of flange. 6 rim joist, rim board or 6CII blocking panel to support: Min. 8d nails @ 6" o.c, per IRC. Connection per design professional of record's s Jeeification for shear transfer. BCI oisttosupport: 2-9d nails, oneoneachsideofthe web, placed 1Y2 inches minimum from the end of the BCIO Joist to limit splitting. Sheathing to BCII )oist: Prescriptive residential floor sheathing nailing requires 8d common nails @ 6" o,c, on edges and @ 12 o.c. in the field (IRC Table R602.3(1)). See closest allowable nail spacing limits on page 24 for floor diaphragm nailing specified at closer spacing than IRC. Maximum bracing spacingg for full lateral stabilityy: 18" for BCI® 4500s & 5000s, 24" for larger BCI joist series. 14 gauge staples may be substituted for 8d nails if the staples penetrate at least 1 inch into the joist. Wood screws may be acceptable, contact local building official and/or Boise Cascade EWP Engineering for further Information. BACKER AND FILLER BLOCK DIMENSIONS WEB STIFFENER REQUIREMENTS See Web Stiffener Requirements on page 9. ukl t A. d and st," i ",,ff ot i ho groan"! t ne _k , a. BCI`A RIM JOISTS AND BLOCKING 1) No web stiffeners required. 2) Web stiffeners required at each end of blocking, Cut backer and filler blocks to a maximum depth equal values not applicable for rim joists. to the web depth minus V4" to avoid a forced fit. N/A: Not applicable BCr Joists are manufactured with 11/2" round perforated knockouts in the web at approximately 12" on center Minimum spacing - 2x greatest dimension D of largest hole (knockouts exempt) D 0 ) N 0 T 0 see table below) (see table below) cut flangeor notch No holes (except knockouts) A 1%" round hole may be ( Do rj jt I allowed in bearing zones cut anywhere in the web. cut holes Provide at least 3" of larger than 16'x" clearance from other holes. round in cantilevers. Minimum distance from support, listed in table below, is required for all holes greater than 11/2" Z' 8 1'-0" V-V 1'-5" 2'-1" 2'-9" X-V 3'-5" Any 91/" Span( ftl 12 V-0" V-2" 2, 2" 3"-2" 4'-2" 4'-8" 5'-2" zI Joist 16 1"-0" V-7" 2'-11" 4'-3" 5'-7" 6'-3," 6'-11" 8 1'-0" VA" 1'-5" 1'-10" 2'-4" 2W" 2'-10" 3'-4" 3'-9" Any 12 Span 1'-0" V-4" T-l" 2'-10" 3'-7" 3'-11" 4'-3"' 5'-0" 5'-8" 111/1" lft' Joist 16 1'-0" VAT 2"-10" 3'-9" 4*-9" 5'-3" 5'-9" 6'-9" 7'-7" 20 1'-1 2'-Y 3'-6" 4'-9" 5'-11" 6' 7" 7'-2" 8*-5" 9'-6" Round Hole Diameter (in] 2 3 4 5 6 6Yz 7 8 8% 9 10 11 12 13 Rectangular Hole Side 2 3 3 5 6 6 8 9in] 8 1'-0" V- 1 " 1-2" 1'-3" 1'-8" 1'-10" 2'- 1 " 2'-6" 2'-10" 2'-11" 3'-4" 31-81, 12 1'-0" 1'- 1 " V-Y 1'-10" 2'-6" 2'-10" 3'- 1 " X-9" 4' 3" 4'-4" 5'-0" 51-71, Any 14" Span 16 Iftl V-0" 1'- 1 " V-8" 2'-6" 3"-4" 3'-9" 4'-2" 5*-0" 5'-8" 5*-10" 6'-8" 7'-5" Joist 20 1"-0" 1'-1 " 2'- 1 " 3'-2" 4'-2" 4'-8" 5'-2" 6'-3" 7'-2" 7'-3" 8' 4" 9'-4" 24 V-0" 1'-4" 2'-13" 3'-9" 5'-0" 5'-8'" 6'-3" 7'-6" 8'-7" 8'-9" 10'-011 111-21, Round Hole Diameter (in] 2 3 4 5 6 61/2 7 8 8% 9 10 11 12 13 Rectangular Hole Side 2 3 5 5 6 8 9 10in] 8 1'-0" 1'-1" 1'-2" 1'-2" V-Y V-Y l'-Y 1'-7" 1'-11" 2'-0" 2' 5" 2'-9" 3'-2" 3"-7" 12 1'-0" l'- 1 " 1'-2" 1*-2" l'-Y 1'-13" 1'-10" 2'-5" 2'-11" T-O" 3'-7" 4'-2" 4' 9" 5' 4" Any 16" Span 16 Iftl 1'-0" 1'-1 " 1"-2" 1'-2 " 1'-8" 2% 1 " 2'-6" T-Y 3'-11" 4'-0" 4'-10" 5'-7 6-4" 7'-2" Joist 20 1'-0" 1'-1 " 1'-2" 1'-2" 2'- 1 " 2'-7" 3'- 1 " 4'-1 " 4'-11" 5'-1 " 6-0" 7'-0" 8'-0" 8'-11 24 1'-0" 1'-1" 1'-2" 1'-4" 2'-6" T- 1 " 3'-9" 4'-11" 5'-11" 6'- 1 " 7'-3" 8'-5" 9'-7" 10'-9" IN III III ' III DO cut in web area as specifi Select a table row based on joist depth and the actual joist span rounded up to the nearest table span. Scan across the row to the column headed by the appropriate round hole diameter or rectangular hole side. Use the longest side of a rectangular hole. The table value is the closest that the centerline of the hole may be to the centerline of the nearest support. The entire web may be cut out, DO NOT cut the flanges. Holes apply to either single or multiple joists in repetitive member conditions. For multiple holes, the amount of uncut web between holes must equal at least twice the diameter (or longest side) of the largest hole. 1 X," round knockouts in the web may be removed by using a short piece of metal pipe and hammer. Holes may be positioned verti- cally anywhere in the web. The joist may be set with the I 'W' knockout holes turned either up ordown. This table was designed to apply to the design conditions covered by tables elsewhere in this publication (maximum uniform PLF load). Use the BC CALCII software to check other hole sizes or holes under other design conditions. It may be possible to exceed the limita- tions of this table by analyzing a specific application with the BC CALC software. Hole size table based on maximum uniform load of 40 psf live load and 10 psf dead load, at maximum spacing of 24" on -center, Multipk',-, Jo st See Max Hole Size on J hole Chart for Joist Depth Maximum Hole Size hole See Max Hole Size on hole 16 Joist Span Knitnurn 2x diameter/ Joist Sim toe Multiple Joist Chart for Joist Depth %Joist width of largest hole Depth Span Spain 5 an 91/21, 6" x 14 6" x 12 111/9" 8" x 16" 8" x 13" Simlle SP.-Ims, 6`0. Min Multiple Span Joist 0'-O"Min t 14" 9:: x 18 10 x 1 7 8" x 16" Larger holes may be possible for either Single or Multiple Additional holes may be cut in the web provided they meet the 161, 11 8:: 10" 14" span joists; use BC CALCO sizing software for specificspecificationsasshownintheholedistancechartshownabove12x6Xx or as allowed using BC CAW" sizing software. L analysis. B`' Joists 1 . Cut 48" long reinforcers, to match the joist depth. Use min. 2'/32" plywood/OSB-rated sheathing, exposure 1, 48/24 span rated. The face grain must be horizontal (measure the 48" dimension along the long edge of the panel). Z Fasten the reinforcer to the joist flanges with 8d nails at 6" o.c. When reinforcing both sides, stagger the nails to limit splitting the joist flanges. 3. Attach web stiffeners per intermediate Web Stiffener Nailing Schedule on page 9 4. Use the BC CALCII software to analyze conditions that are not covered by this table. It may be possible to exceed the limitations of this table by analyzing a specific application with BC CALCO software. KEY TO TABLE 0 VVS 1 , , , , 2 t Hert, s "-,vo X-6" 2'-0" The tables and details on pages 8 and 9 indicate the type of reinforcements, if any, that are required for load - bearing cantilevers up to a maximum length of 2'-0". Cantilevers longer than 2'-0" cannot be reinforced. However, longer cantilevers with lower loads may be allowable without reinforcement. Analyze specific applications with the BC CALC" software. if Requireof per Table on page 6) 23/32" Min. x 48" long plywood / OSB rated sheathing must match the full depth of the 6CI11 Joist. Nail to the BCI® Joist with 8d nails at 6" o.c. and nail with 4-8d nails into backer block. When reinforcing both sides, stagger nails to limit splitting. Install with horizontal face grain. The tables on page 8 assume a wall weight of 100 plf, in addition to the roof loading shown. Applications with loading that exceeds the loads shown shall be analyzed with BC CALCII software. These requirements assume a 100 PLF wall load. Additional support may be required for other loadings, see BC CALC® software. R3/32" min. plywood/OSB or rimboard closure. Nail with 8d nail into each BCI* Joist flange. blocking required for Structural Panel cantilever reinforcement w block f Uplift on back span shall be considered in all cantilever designs 01— Joists are intended only for appkOtio s that Fasten the 2x8 minimum to the BCIx` Joist by nailing through the backer block and eprovidepermanent protection from the wea- Cher_ joist web with 2 rows of 10d nails at 6" on center. Use 16d nails with BCIO 90s 2.0ft ' joists. Clinch all nails. Belo Joist blocking Wood backer blockWoodStructural 2x ClosureL, :a_ Panel Closure See page 6 of Eastern 2x8 minimumSpecifierGuide ` BeloJoist blocking t'LJ-,-,. I `Drywall Ceiling or Back Span Maximum j Wood StructuralPanelSoffit i/3 Back Span Not to exceed 4'-0" These details apply to cantilevers with uniform loads only. It may be possible to exceed the limitations of these details by analyzing a specific application with the BC CALC" software. See Web Stiffener smallGap Nailing min 2" max Schedule chart Web Stiffener 2" mine Width 4" max,I a Gap ClinchNails f 2" min. f f 4" max. ' r"`Tight Fit Web Stiffener i required when concentrated Ioad exceeds fo00lbs eE,t s¢iiterFers.rpl iied w e94 Snits irt.te }taiSF ve0 l f Minimum - 1- Times' Cantilever length a Back Span i Maximum 3%" min. bearing ' # 1/3 Back Span not to exceed 4'-0" NOES Web stiffeners are optional except as noted below. Web stiffeners are always required in hangers that do not extend up to support the top flange of the SCIII Joist. Web stiffeners may be required with certain sloped or skewed hangers or to achieve uplift values. Refer to the hanger manufacturer's installation requirements. Web stiffeners are always required in certain roof applications. See Roof Framing Details on page 14. Web stiffeners are always required under concentrated loads that exceed 1000 pounds. Install the web stiffeners snug to the top flange in this situation. Fallow the nailing schedule for intermediate bearings. Web stiffeners may be cut from structural rated wood panels, engineered rimboard or 2x lumber BCIw 90S only). For Structural Capacity: Web stiffeners needed to increase the BCI11 Joist's reaction capacity at a specific bearing location. Lateral Restraint in Hanger: Web stiffeners required when hanger does not laterally support the top flange (e.g., adjustable height hangers). Web stiffeners may be of multiple thickness e.g., BCI° 6500s, double %r" panel OK). Web stiffeners may be used to increase allowable reaction values. See BCI° Design Properties on page 24 or the BC CALC® software. I Section View Allowable Uniform Floor Load in pounds per lineal foot [PLF]) BC18 4500s1.8 Series 1%' Flange Live Total Live Total Live Total Live Total Load Load Load Load Load ad Load Load Total Load values are limited byshear, moment, m deflection equal VoL/24O. Live Load values are limited hydeflection equal VuL/480. For deflection limits o/L/3OOand L/QG0.multiply the Live Load values by 1.33 and 0.50 respectively. Both the Total Load and Live Load columns must be checked. Where aLive Load value iunot shown, the Total Load value will control. Table values apply toeither simple or multiple span joists. Span ismeasured center kzcenter nfthe minimum required bearing length. Analyze multiple span joists with the BCCALC°software ifthe length ofany span ioless than half the length ofonadjacent span. 2" Flange Width ad Load Load I Load Load L( Table values donot consider composite action from gluing and nailing floor sheathing ( composite action is considered infloor span tables onpage 4). Total Load values assume minimum bearing lengths without web stiffeners for joist depths cf18inches and For assistance with floor design, consult the section About Floor Performance unpage 4. This table was designed to apply toubroad range of applications. |{ may bepossible Voexceed the limitations ofthis table byanalyzing aspecific application with the 8CCALCOsoftware. Allowabie Uniform Floor Load in pounds per lineal foot [PLFJ) BCIO 6000s 1.8 Series BCIO 6500s 1.8 Series 2 5/16" Flange Width 29116" Flange Width 91/11, 11 w -. to 1611 91/211 117/811 14" 1611 BC116000s BCIO 6000s BCIO 6000s BCIO 6000s BCIO 6500s BCII 6500s BCIO 6500s BCIO 6500s 1.8 1,8 1,8 1.8 1.8 1.8 1.8 Span Live I Total Live Total Live I Total Live Total Live Total Live Total ITive I Total Live Total L gtength Load !Load Load Load Load Aoad Load Load Load Load Load Load Load Load Load Load 6 320 333 346 353 320 333 346 353 7 274 285 297 302 274 285 297 302 8 240 250 260 265 240 250 260 265 222 1 231 235 213 222 231 235 10 183 192 200- 208 212 192 200 208 212 141 174 181 189 192 153 174 181 189 192 173 17612160166173176121160166 13 89 147 144 1 153 160 163 97 147 153 160 163 14 73 129 117 142 148 151 79 137 129 142 148 151 15 60 112 97 133 138 1 141 65 124 106 133 138 141 16 50 98 81 -12-5 132 54 109 89 125 127 130 132 17 42 84 68 112 99 122 124 46 92 75 117 107 122 124 18 58 100 84 115 112 1 117 64 110 91 115 117 19 5 -0- -8 -9 7- -2- -1- -0-6 96 111 54 99 78 109 104 111 43 81 62 96 83 106 47 89 68 104 90 106 21 54 87 72 99 41 81 59 96 78 100 22 1 47 79 63 90 51 88 69 96 23 42 72 56 83 45 80 60 92 24 49 76 40 74 53 84 25 44 70 47 77 2 6 42 72 27 28 29 30 Allowable Uniform Floor Load in pounds per lineal foot [PLF]) BCI® 60s 2.0 Series BCIO 90s 2.0 Series 2'/1 6"Flange Width 3Y2" Flarege Width ill/8" 1411 1611 Ilya" 14" 16" BCIO 60s 2.0 BC11 60s 2,0 BC11 60s 2.0 BCIO 90s 2.0 BCII 90s 2.0 BCIO 90s V Span Live f Total Live Total Live Total Live Total Live Total Live Tote Length Load Load Load Load Load Load —_Load i Load Load Load Load Loaf 6 366 366 366 450 453 45E 7 314 314 314 385 388 8 275 275 275 337 340 34, 9 244 244 244 300 302 30,e 10 220 220 220 270 272 27 200 200 200 245 247 24` 12 183 183 183 225 226 22E 13 169 169 169 i 207 209 21( 14 155 157 157 157 192 194 19, 15 128 146 146 146 180 181 16 107 137 137 137 152 168 170 17, 17 90 129 129 129 129 158 160 16, 18 77 122 110 122 122 110 150 151 19 66 115 95 115 115 95 142 134 143 14 20 57 110 82 110 109 110 83 135 117 136 131 21 50 100 72 104 95 104 72 128 102 129 13( 22 43 87 63 100 84 100 63 122 90 123 119 124 23 55 95 74 95 56 112 79 118 105 W 24 49 91 65 91 49 99 70 113 94 11 25 43 87 58 88 44 88 63 108 83 M 26 52 84 56 104 75 101, 27 47 81 50 100 67 10, 28 42 78 45 91 61 9" 29 41 82 55 9 20 k- 50 91 Total Load values are limited by shear, moment, or deflection equal to Table values do not consider composite action from gluing and nailing L/240. floor sheathing (composite action is considered in floor span tables on page 4). Live Load values are limited by deflection equal to L/480. For deflection limits of L/360 and L/960, multiply the Live Load values by 1.33 and 0.50 Total Load values assume minimum bearing lengths without web respectively. stiffeners for joist depths of 16 inches and less Both the Total Load and Live Load columns must be checked. Where a For assistance with floor design, consult the section About Floor Live Load value is not shown, the Total Load value will control. Performance on page 4. Table values apply to either simple or multiple span joists. Span is This table was designed to apply to a broad range of applications. It measured center to center of the minimum required bearing length. may be possible to exceed the limitations of this table by analyzing a Analyze multiple span joists with the BC CALC`1 software if the length of specific application with the BC CALCIl software, any span is less than half the length of an adjacent span. BCI"' Rafters FOR INSTALLATION STABILITY, Temporary strut lines - (1x4 min.) 8 ft, on center maximum. Fasten at each joist with two 8d nails minimum, I A MIJ F I Blocking not shown for clarity. 0 SAFETY WARNING DO NOT ALLOW WORKERS ON BCI" JOISTS UNTIL ALL HANGERS, BCV RIM JOISTS, RIM BOARDS, BCI" BLOCKING PANELS, X-BRACING AND TEMPORARY 1x4 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. Build a braced end wall at the end of the bay, or permanently install the first eight feet of BCI11 Joists and the first course of sheathing. As an alternate, temporary sheathing may be nailed to the first four feet of BCIO Joists at the end of the bay. All hangers, BCIO rim joists, rim boards, BC101 blocking panels, and x-bracing must be completely installed and properly nailed as each BCIJoist is set. Install temporary 1x4 strut lines at no more than eight feet on center as additional BCI® Joists are set. Nail the strut lines to the sheathed area, or braced end wall, and to each BC1110 Joist with two 8d nails. Structural ridge VERSA -LAM" or load - bearing wall required. Blocking or other lateral support required at end supports. I' MBCr Rafter Header Multiple BCr Rafters may be required, SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO PROPER BRACING DURING CONSTRUCTION. ACCIDENTS CAN BE AVOIDED UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: The ends of cantilevers must be temporarily secured by strut lines on both the top and bottom flanges. Straighten the BCr Joists to within 1/2 inch of true alignment before attaching strut lines and sheathing. Remove the temporary strut lines only as required to install the permanent sheathing. Failure to install temporary bracing may result in sideways buckling or roll-over under light construction loads, BCI1 Ceiling Joist with Bevel End Cut (For Limited -Access Attics Only) BCI",' Joist shall not be used as collarltension tie. Roof rafter shall be supported by ridge bearer or other upper bearing support. 91/ V BC14'4500S 1,8 / 5000s 118 / 6000s 18 / 6500s 1.8 120'-0" TiTii_500s-1_ 8J___ 111/." BCIO 4500s 1,8 / 5000s 1.8 / 6000s 22'-6" 14" BCI11 4500s 1. 8 1 5000s 1.8 / 6000s 1 24'-6" If roof loads present, see Notes 2 & 3 at right) Joist End Wall Minimum Depth— E2x 4 2x6 Th", 214" 1'/;* Heel Depths 11 1W, 314" 214" Notes: 1 ) Detail is to be used only for ceiling joists with no access to attic space. 2) Ceiling joist must be designed to carry all roof load transferred through rafter struts as shown. 3) BCIO ceiling joist end reaction may not exceed 550 pounds, 4) Minimum roof slope is 6/12. 5) Nail roof rafter to BCIO top flange with 1 - 10d (3" long) box or larger nail. 6) 1x4 nailers must be continuous and nailed to a braced end wall. 7) Install a web filler on each side of BCle Joist at beveled ends. Nail roof rafter to BCI11 Joist per building code requirements for ceiling joist to roof rafter connection. Additional roof framing details available with BC FRAMERS' software I 6 2x beveled plate for slope ' f Rimboard / VERSA -LAM* blocking. • t greater than'/4/12. Ventilation "V" cut: 1/3 of length, 1/2 of depth mRimboard / VERSA -LAM° blocking. Ventilation "V" cut: 1/3 of length, i/2 of depth blocking Tight fit Flange of BCI° Joists may for soffit for lateral be birdsmouth cut only at stability, the low end of the joist. support. Birdsmouth cut BCI1P JoistT-6" ma flange must bear fullSimpsonVPAorUSPTMPconnectorsorequalcanFlangeofBCI"' Joists may be birdsmouth cut only at late, web stiffener y an be used in lieu of beveled plate for slopes from the low end of the joist Birdsmouth cut BCI° Joist R 3/12 to 12/12. flange must bear fully on plate, web stiffener required 2' 6" max.* p reouired each side. each side. Bottom flange shall be fully supported. t.t f « Simpson or USP LSTA24 strap where slope 1Qd nails 2x4 one side for 135 PLF max. Simpson or USP LSTA24 strap, nailing per exceeds 7/12 (straps may be required for lower at 6" o.c governing building code. sio es In high -wind areas Nailing per governing2x6onelidofor240PLFmaz. BCI" blocking building coe. J g p g g VERSA -LAM LVL Holes cut 1 VERSA-I.AM° support beam. for ventilation. o d LVL support beam.' t zK Backer block. Thickness per ! ` corresponding ; SCII series, 2x block y BCi10 blocking Holes cut ouble-beveled Beveled web stiffener 4'-0" harix. for ventilation. wood plate, on each side. Blocking on both sides of ridge may be required for 1 2'6" noriz. Simpson LSSUI or USP TMU hanger. shear transfer per design professional of record. L ft Double joist may be Backer block L required when L exceeds minimum 12" wide). (2'-0• rafter spacing. Joist Nailwith 10-10d nails. maz„) f Hanger Blocking as required. Nail J. outrigger t through BCI web, GO NOT bevel cut joist Mlle, block. Nail beyond inside face of wall, except with 10 -10d nails, for specific conditions in details 2" x outrigger shown on pages 6 and 13 of the Backer block required where top flange notched around BCI" Eastern Specifier Guide. joist hanger load exceeds 250 lbs. top flange. Outrigger Install tight to top flange. spacing no greater End Wall. than 24 on -center, LATERAL SUPPORT BCI® Joists must be laterally supported at end supports including supports adjacent to overhangs) with hangers, rimboard, or blocking (VERSA -LAM', BOISE CASCADEe Rimboard or BCIe Joist). Metal cross bracing or other x-bracing provides adequate lateral support for BCIe Joists, consult governing building code for roof diaphragm connection provisions. MINIMUM BEARING LENGTH FOR BCF'JOISTS Minimum end bearing: 1%" for all BCI'i` Joists. 3Y2" is required at cantilever and intermediate supports. Longer bearing lengths allow higher reaction values, Refer to the building code evaluation report or the BC CALCO software. NAILING REQUIREMENTS BCI® rim joist, rim board or closure panel to BCIe joist: Rims or closure panel 1% inches thick and less: 2-8d nails, one each in the top and bottom flange. BCI1 4500s/5000s rim joist: 2-10d box nails, one each in the top and bottom flange. BCI® 60OOs/60s rim joist: 2-16d box nails, one each in the top and bottom flange. BCIO 6500s/90s rim joist: Toe -nail top flange to rim joist with 2-10d box nails, one each side of flange. BCIe rim joist, rim board or BCI blocking panel to support: Min, 8d nails @ 6" o,c, per IRC. Connection per design professional of record's specification for shear transfer. BCI6 joist to support: 2-8d nails, one on each side of the web, placed 1% inches minimum from the end of the BCI11 Joist to limit splitting. Sheathing to BCI® joist: Prescriptive residential floor sheathing nailing requires 8d common nails @ 6" o.c. on edges and @ 12" o.c, in the field (IRC Table R602.3(1)). See closest allowable nail spacing limits on page 24 for floor diaphragm nailing specified at closer spacing than IRC. Maximum nail spacing for minimum lateral stability: 18" for BCi® 4500s and 5000s, 24" for larger BC111 joist series. 14 gauge staples may be substituted for 8d nails if the staples penetrate at least 1 inch into the joist. Wood screws may be acceptable, contact local building official and/or Boise Cascade EWP Engineering for further information. BACKER AND FILLER BLOCK DIMENSIONS Cut backer and filler blocks to a maximum depth equal to the web depth minus'/4" to avoid a forced fit. WEB STIFFENER REQUiREMENTS See Web Stiffener Requirements on page 9. PROTECT BCF JOISTS FROM THE WEATHER BCI' Joists are intended only for applications that provide permanent protection from the weather, Bundles of BCIJoists should he covered and stored off of the ground on stickers, MAXIMUM SLOPE Unless otherwise noted, all roof details are valid for slopes of 12 in 12 or less. VENTILATION The 11/2 inch, pre -stamped knock -out holes spaced at 12 inches on center along the BCIe Joist may all be knocked out and used for cross ventilation. Deeper joists that what is structurally needed may be advantageous in ventilation design. Consult local building official and/or ventilation specialist for specific ventilation requirements. BIRDSMOUTH CUTS BCIe Joists may be birdsmouth cut only at the low end support. BCI'1 Joists with birdsmouth cuts may cantilever up to 2'-6" past the low end support, The bottom flange must sit fully on the support and may not overhang the inside face of the support. High end supports and intermediate supports may not be birdsmouth cut. 12" O.C. 161, O.C. 19.2' O.C. 24" O,C. Maxit'num clear span in feet and inches, based on horizontal spans. 1 f'I Flange Width2" Flange Width 2 11 a" 4 1/2" 111/611 14" BC104500s1.8 BC104500s1.8 BC104500s1.8 BC104500s1.8 BCI115000s1.8 BCI115000s1.8 BC105000s1.8 v Tp Live Dead 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/1124/12 8/12 Load Load or to to or to to or to to or to to or to to or to to or : to to psf] [ psf] Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Non-, 20 10 22'-5' 201-10" 281-5", 26'-T24'-10' 32'-3" 30'-F 28'-°" 3 8 31 -3, 24'-1 21 -9` 29-77-27-11`26-11' 33'-8",3V-9" 29'-5" Snow 2 Q 15 22'--," 21-3", 19'J" 25'-111", 25-3' 23-4" 3U-7 23'-9` 26-6" 3—, 1"" '49' 4'* 29' 23'6 1" 20'-Y 28'.0 264` 24'.4" 3V-101_ -11' 27'-7" 125• 20 20 2i -7 20 -2- 18% 25'-B", 24 -0' 11 -4' 22'-1" 29'-2" 274" 25-1' 10' 27-100" 22'-54 2 V-0" i 19'4" 26'.9" 25'-0" 23'-0" 30*-5"; 28'-5" 26'-2" 25 10 27-8" 2 V-5` 19'-11 26-11"26-T 23'-8" 39-2" 29'-0" 26-11" 32'-3" r 31W" 29'-10" 23W" 22'-4" 120-4- 28--1" 26-7" 24-9" 31'-11" 30'-2" W-l" 25 15 21'7" 294-16-10" 25-924'-2" 27-5" 28'-2" 2T-5", 26-6' X-V 294' 28'.3" 22-6- 21 %2" 19"-7 26-10" 25'-3 234" 30'-3" 28'-8" 26%7" 30 10 2166" 27-6'i 19'.1" 25.9'124'.5" 122'.9" 28'.3": 27'.9"126.11" VZ29'-8" i 28'-8' 4lif-411119'-11 26.10"25'-5" 234' 30'-4-28'-11',27*-0" Snow30 15 2(Y- 9" IT-r'! I1 2" 24'-5" 123-4" < 21%8" 26'-7" 25%11", 24,-r28-5": 27'-9" i26-10 21'-7'l 20'-5"f18'-11 25'-9"! 24-4" 22-7' 28-6 27'425- 11 Rl 0 W' 2T-2" 122- 6" 21'.T 26-3" 14.11 24'-Z' 2TO1 26-8 1 8'.7" 244'25Z' 40 1 15 22"1" V.$" t27-11" 250 126 t 24'40- ZU'-Z", 19-1-17-10. 23-84# 22'-9"1, -T ZJ'-V`12Z-1VT2Z -.5 244" 24-4 34 22t.8" il JO-T1- 14,20 r' 11 . -1-111f2_111 2V2-,-'21%T-,1 V-7 2T- e, T. 3- 1224' 1-_1_1111-T1- 4, 19"OI 2 Non- 20 10 2 1'-T W-F 18'- 11 3" 2Z-6 29'-3" 27'.7": 25'-7" 31'-5" 30'-T 28'-4" 26'-10`,25'4"23-6" 30'-6" 28'4' 261-81, Snow 20 15 20'-6' 19'-3" 7'-9" 244' ;22%111`1: 21'-1" 27',2" 26-0" 24'-0' 29, -0' 25-2" i 26_7" 4""' 20O`,a'-6" 25'-5`23-10122-O' 28-W i 27'4'` 25-0" 26 2()' 19'-6" 164'' 16-10" 23'-Y 214' 20',0" 25'-4" 24'-5' ;2441" 9" 27-1 26 -2" 22' 25 10 20'-6" 19'-5" 16-1 " M- O 3 23'-1 21'-6" 264' 254" M-F 21-11" 27'4'! 26-T 21-4" 20'-2" il F-1 0' 25-6", 24--1 22-5" W-l" 27'-4" 25-6" 25 15 19'.7" 16-617'-1 " 22'4"! 21'-9" 204" 24'4" 23'-9" 22'-11 " 26-925424%5" 20'-5", 19'-2"; 17-9" 24'-0" 22'-10" 2V-2" 26 4',26-6" 24'-1 3'-S" 0 i 10 1 '-7" 18'J" 7 4" 27- 5 122'.0" 20'4" fi' 2-4%0" 23%6' 26-1 26-8' i 26-0" 20iI 9'4 1'i 8--1 24'-1 23'-1 21'.6" 26--3"'25'4' 24.5" Snow;..30 i 15 164"; 17'-9" 16-6" 7" 1" 21'-1" 1 2074 2T-O " 27.5" 21'.9" 24'-7" 24'-0" 1 23-T 19'-7"i18'-6`A7'-2" 2244 ''22''!20'-V 24-8',M11 -" 2T-3" 164' 1111111111 20'-1" 119'-9" t" 194, 23' 21w! U-7" 13.4"4Y"22W" 18'- 7" 1711-1 21'-7" ' 21'-3"120.1' j 40 i5 19 1- 16.0 19-IUI 17. uI i Jo 20 40 zr-1 67A 4 6 V- 6 0 ,1tT 14".•8" T 1640`" I 18'-5" Non- 20, 10 204" 19' 4' 174' 24'- Z',!22'10`1 21'-,-" 26-17`25'11`: 24'-1" 26-8": 2S'-0,` 26'-8" 21'-2`119'411 18'-6` 25-2 27 2F4 t -TJ 25-1 Snow 20 15 19'3" 15-1" 1-6-8` 2 9" 21 1 -1 0" 24'-9" 24', 0" 22-7- 26 -5" 25 -8" 24'-8" 20'- 401 23 125%' 20 20 18'-4" 17'-2" 54' 21'2" K-F; I a'-9" 23'-l" 224", 2 1',"" 24'-8" i23V-1,C" 2Z-9" 1 16-Y 9 2 '-4 2 '-OV: 21 24-'1Q'12T-1V1` 22-Y 25 10 19'-3'" 16-3" 17'4' 21'-19'! 21'-5" 20'.2" 23-10" 23'-4" 22'- 6' 25-6-24-11i 24'-3" 20'-1 19'-0" 1T-8" 23'-6" 22'-7" 21'-1 25-7": 25-l" 23'-11' 25 15 18'-0" 174' 16-a' 29-5119-10"j 19'-1 " 29 27-3" 21'-T-19' 23-9" 23-1"' 22'4" 19'-2"} W-O"! 116-8" 21'-11" 21'-4" 19'-1111 T-10" 2T-3" 22,-5" 30 10 W-U, IT-5", 164' i W. 1' 19 20%6-, 11"i 214 23-5'' 122"- 1 19'4'i 18'-2`!16'-11` 22'-0";' 21'-7" 204' T-1 1 1 snovv! 30 15 16-11 164" 116-6" 19'-T 118'-9" 18Z 20'-111" 29-Vilig-la, 22- 5" 21'-2' 11 W-3"i 174" W-l" i64; 19-'2'"' 2-2"-11" '2-2"--O'" 214' 40 101 1 214' 214 2V -r 1 , -* 1r-4"16A-15 i44"!i 40 15 164- 1, 164"1 i,(-V 1 1 - 16-1110? 1219-1 Y'l 19% 4' 15'4" 18'-$'i W-4"117.10' V-101 7 V.Ou 4 MAO A W-A. Non- 2) 1 Q 17'-9" 16-F 22',"' 121'-1" 19'-T 23. 5" 22' 4" 25-7 24'- 0 24'-3` 1 1 W-6 IT-2" 3-4"7-0": 20'- 21.26, 2F-9" 25'-0" 23'-W srlow i 20 15 17,- T 16-9", 15-5 20'-Y 101 1 a'-4' 22'-1' 21'-5', 20W" 23'-8" 22'-111` 22',T t 161-11, A V-1 0" 20'-9" 19'-2' 23'- 1 2 V-9` 1251'Xo' 20 20 16-8- 15-1r, 14'-7," 16-11'1 IT-5" 20-15' 19'-0" 22- 1' 21 -3" 2`4` IT-T'J 16'4 15'-3" 20'-4" 19'-8 2 22' 4"i 2 V-6 25 10 IT-T 16A (Y' 16-9" 19'-6 19-2" 19-7" 21--3" 20AO" 20'•3'" 27-3'; 21'- 8" 18'-6" 7-7 164" 21 '-0" 20-J" 19'-6" M-101 22-5" • 21'-9" 25 15 16-1 16-7 ;14--19' 18'-2" 7-9- 174' 19`-10" 19'4" 194' 21 3" 294' 19'- 11" 17-3 164' 15-4- 1 T-7" 19--1" 18'4" 21-4- 20'-9" 20-4- 30 10 16-1 15--1 T 15` 1" 18'-T 17'-11 7-15" W-11"I 174" W-l" 21-4- 29-1 V 20%,V 17'.4" 11 V -1V 15'-8" 19W" 19'4' 18'-9" 21'-S" 21'-0" W-V Snow; 30 1 15 15'-2" 14-9" 14'-4" 1 T-2" 14 16-9" 16-T 18'.9. i T-T 17'-8 20W' 1 19'-6" 18 1'-V 16-3" i1 F-11114'-11' W-V 18'-0" 17'-S" W-1 19'.0, 41.21 131-11 1 1 A' 17'-7" 171. 1 19-01 1 1e-9" 16"-511 16'4' 15'.3`A4---P 17'41'117'4"l 6`-1 1 19rt 71 V-11 0" 1,1 T, 1 40 15 13, -11 8 134 113 Is _T I,(-10" 16-r' 4. T7TJ 17'7" 14' -9"! -5 soi103-2 13 12 0 J, 4 !,1*4" 16,30i 16-v 17'4 '16 IT-7" 117 4144_00 441 4 It' Alt 4, 4!-IV, 1*41 jl- 16 Zk 1 5W 1,C4 I Table values are limited by shear, moment, total load deflection equal to L/180 and live loaddeflection equal to L/240. Check the local building code for other deflection limits that may apply. Table values represent the most restrictive of simple or multiple span applications. Analyze multiple span joists with the BC CALCIII software if the length of any span is less than half the length of an adjacent span. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applica- tions. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC software. Slope roof joists at least 1/4" over 12" to minimize ponding. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Maximumimt.sm Gear spars in feet and inches, based on horizontal spans. BCIO 6000s 1.8 Series 21/,s" Flange Width a BCI 6000s 1.8 a BCIO 6000s 1.8 BCI1 6000s 1.8 BCII 6000s 1.8 Live Dead 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4112 8/12 Load Load or to to or to to or to to or to to psq psq Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Non- 20 10 26' ti" 24" 6' 22'-9" 30'-11" 29'-2" 27'-0" 35'-2' 33'-2" 30'-9" 38 10 36-7 34` 0" Snow 20 15 24' T 2T I" 21 4 2. -3" 27` 6" 25'-4' 3T-3' 31'-3" 28'-10" 36` 3" 4 6 ` 31'-101" 125.E 20 20 2:g-6" 22` 0` 20' 2„ 2T-11„ 26-1" 24` 0" 31 9" 29, 9" 27'-4" 35* 1" 32-10" 30' 2„ 25 10 24'-8" 23'-4" 21 `-8" 29'-4" 2T-9" 25'-10" 33'4" 31'-6" 29"4" 36 10" 34'-10" k 32'-5" 25 15 23'-6" 22'-2" 20'-6" 28'-0" 264" 24'-5" 31'-10" 29'-11" 27'-9" 3411' 331" ; 30'-8" 12„ 30. 10 2T-7" 22'-4° 28'-0" 28`-T' 24, ,,. 31"-11" ' 30,-2" 28,-2". 35'-1„ 3T-S" t 31.2" O.C. s w20AT . Neon- , 20 10 23' 6` 22' 2" 20` T' 28' 0" 26'-5" 24'-6" 31'-10" 30` Q" 27 -10" 35 2" 33' 2" 30'-10" Snow - 20 15 22° Y 20'-11 ' 19'-4" 26'-6" 24'-11 ` 23'-0" 30' 2" 28`-4" 26' 2" 33'-4' 31 4" 28' 11" 125, 2'0 20 21` 3" 19'-11 18' 4" 25' 3" 2T-8" 21' 9" 28' 9" 26'-11" 24 9" 31-5" 29'-9" 27'-5" 25 10 22'4" 21' 1" 19'-8" 26'_T' 25-1" 2T-5" 30'-3" 28'-T 26'-7" 32' 5" 31'-7" 29'-5' 25 15 21'-4" 20'-1" 18"-T" 25'-4' 23'-10" 22'-1" 28"-3" 2T-2" 26-'T 30'-3" 29'-5" 27'-9" 16" 30 10 21'4" Non- —,20 . 10 1" 22, 1" 29' 10" 191' 4„ 1 26` 3" 24'-10 23'-0" I 29' 11" 28' 3" 262" 1 33 1„ 31'-2" t 28" 11" Snow 20 15 20' 11" 19` 8" 18-2" 24`-11 23`-5' 21' 7., 28, 4„ 26` 7 24, T 30, 8" 2 5„ 27-2„ 125°%.... 2 0 20 19'-11" 18`-6" 1T-2" 23` 9" 22' 3" 20'-" 26`-10` 25' 4" 23`-3" 28" 8" 27`-&' m 25'- 9" 25 10 21'-0" 19"-10" 18'-6" 24'-11" 23=T' 22"•0" 2T-8" 26-10" 25'-0" 29`_7" r 28'-11" 1 2T-8" 25 15 20' 0" 18 10" 1T-5" 23'-8" 22'-5' 20 9'" 25 9" 25'-1" 23'-7" 27 7 26 10 25-11" 19. 2" 30 1'0 20' 1 19'-0 17 9 23 9 ' 22' 7"... 21' 1 25 10 25-5" 0 2 26 6' O. C. 27 Nora-,._ 20 10 20'-6" 19'-4" 1T-11" 24'-4' 23'-0" ` 21'-4" 27'-9" 25-2" 24'-3" 29-9" 28'-11' Snow 20 15 19' 4" 18' 2" 16'-10" 23'-Q" 21'-8" 20" 0" 25-8 24-8" 22'-9' 2' 26 7" 25` 2" 20 20 18'-6" 17-3' 15-11" 22'-0" 20' I" 18"-1111 25-11" 23' 1'° 21'-7" 25-7" 24`-9' j 23' 7" 25 10 19'-5" 18'-4" 1T-1" 22'-8" i 21'-10' 20'-4" 24'-8" 24'-2" 23'-2" 26'-5" 25'-10" 25'-2" 25 15 t 8'-6" 17 -5" 16'-2" 21'-2" 20'-7" 19'-3" 23'-0" 22' 5" 21 "-8" 24 8 e 24 0' 23'-2" 24" 30 10 18 7` 17 7 16'-5" 21 2" 20'40 9'-6 1' 23' 1 22-8" 22 2 24' 9 24 3" 2T-8" OC. V) 15 17-7" 16.9" .., 15.7'..... 19-11 fig, ......18-2,.... 21 9'...,,1 21'-Y ......20'-6" 23-3" 22.8,...1 211-11,,: Maximum clear span in feet and inches, based on horizontal spans, 91W BCI0 6500s 1.8 11'/a" BCI® 6500s 1.8 14" BCI° 6500s 1.8 16" BCI® 6500s 1.8 4/12 4/12 8/12 4112 4/12 8112 4/12 i 4112 8/12 4/12 4/12 8112 ALive Desad ad or to to or to to or to to` or to to fj Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12112 Less 8112 12/12 Non- 20 10 25'-10" 25' `'i " 2 3' 3 ' 31' 10" 30`-0 2 t" 1 0 36'-2" 34' 1" 31" 8" 40 0" 37 8" 34 `0 Snow 20 15 25'-5." 22 -11 22 .0 30 '2'' µ23'-4" 26-1„ 34' 3" 32'-2" 29'-8 ` 3T10 ' 35' 1' 32 10— 1 ° n, 210 20 24`-3" 22' S" 20'-10" 28' 9" 23 -11 24 -9 ` 32' 8" 30' 7 " 28`-2„ 36. 1" 33' 1 ; , 31-,1," 25 10 25'-5" 24'-1"' 22'-5" 30'-3" 28'-7" 26'-7" 34"-4" t 32'-6" 30'-3"' 37'-11"' 35'-10" 33'-5" 25 15 24'-3 22 10 ' 21 2 28 10' 27'-2 25 -1" 32 9 30 10 ' 28'-7 ' 36 2 34 1 31 7" 12" 24'-43 0 21 6 ' 28 11? 2T-4 ` { 25 6" 32 10 ' 31' 1.... 29 -0 , 36" 3 ; 4 32' 1" O. C. 10 34 Non- 2{ 10 1. . 24'- 4, -.. 22` 11,. 21. 3., 29' 10 2t'-2 1 25' 3.. 32'-10" 30'-11" 28'-3'" 36 T„ 34'-2" 311-9 Snow 20 1a 23`-€7' 21`-2,. 1u-11' 27'-4' } 25-$ # 2'_8' 31' 1" 0'-2" 23'-91" 4' 4" 32'- `. 0. 0;. 2125% 20 2E 21'- 1 ' 20'-0" 13 1 1 261 ; 24`-5" 22'..5„ 20, 8:, 2 t 9„ 25` 6„ 3 2. q„ 30` 0„ 28, 2" 25 10 23'A" 21'-10" 20'-4" 27'-5" 25'711 ' 24'-1" 31'-2" 29 -5'" 27'-5" 34 1 6" 30 -3" 25 15 22'-0 20 8 19 2 26 1 ' ( 24 7 22 9" 29 8 27 11 ` 25 A 1" 31' 10 32 30 11 28 -7" 16" 10 1 22 `" 2-02U10 ' 19` 6" 26' 2" j we.... 24' g _ 23 1' - 29" 9 4 28" ' 31' 11 31 2...> 29' 11, O.C. a30 c•, ,eu= 30 a 15 21'-1" 191-11" 181_6ef 25'<1" 1. 22"- 0" Y. 28'- 1" 2`_ 1 26'- 11" 26'-4 w 25'-0" 30'_0" 29`-4" t 27'-7`" Non- 20 10 22'-10 " 21 6" 20 -0" _ 2 r 1 ' i 25` r ° Snow 20 15 21' r 20-3 18 9' 2 ',8l 24'-1, 125% 20 20 20 7 13 3" . 1 9 " 24 -3' 22 -11„ 25 10 21'-8" 20'-6" 19'-1" 25'-9" i 24'-4" 25 15 20' 8" 19'-5" 18'-0" 24'-6"' 23"-1" 19.2" 30, 10 20 19.8 7" 18 3 , 24, 7„ ; O.C. 23'-311 23, 9" 30` 10" 299 1„ 2 ' 0" 34'-0" 32' 1" 29'-1O" 2 -3„ 29 -2 " 27 -5" 25 -4 `32 3 ' 30 u " 27 -11 21"-1 27 -10" 1 26-1" 24'-0 10 -2" 8 9„ 2C 6`> 22'-8" 29'-1" 27'-8" 25'-9" 31'-1" 30'-6" 28'-5" 21'-5" 27'-2" 26'-3" 24'-4" 29'-0" 28'-3" 26'-11" Rion- 20 10 21'.-l" 19'_11" 18,-6" 2CV 1" 23' 8" i 22 -0°' 28° 6" 26' 11" 25' 0` 31,-4" 29'-0" 27,"„ Snow 20 15 20'-0" 1£3 -9' 17'-4" 2.3, 9 22'4" t 20 z 27 -0" 25'-5 23, 5- 28'-11" 28 0., 26 2 1 1,, 125'%' 20 20 19' 1" 17'-10" 22'-8 21`-3' i 14 -6" 25 3' 24 -2„ 22•-2„ 26 -11" 0'* 24'-6" 25 10 20'-0" 18'-11" 17'-8" 23'-10" 22'-6" 21'-0" 26'-0" 25'-6" 23'-10" 2T-10" 27 -3" 26'-4" 25 15 19' 1 18 0" 16 8 ' 1 22 - 3' i 21'-5 i 19 10" 24 3 ' 23 7" 22'-6" 25 11 25 3" 24'-4" 24" 30 10 19' 2" t 18 2" 3 16 11 ' 22 -4" 21'-7' 20 1" 244" 23 11 22'-11" 26 0` 25 7 ` 24'-11 o.c. 2 l _; r Table values are limited by shear, moment, total load deflection equal to L/180 and live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Table values represent the most restrictive of simple or multiple span applications. Analyze multiple span joists with the BC CALCI software if the length of any span is less than half the length of an adjacent span. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applica- tions. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALCIII software. Slope roof joists at least 1/4" over 12" to minimize ponding. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. 19 * 2" O.C. 24" Oi,C, Maximum clear span in feet and inches, based on horizontal spans, BCIO 60s 2.0 Series 1s 2,0 Serl&s 0`9 25/, 6" Flange Width 6ri 6Width 111/." BCIO 60s M 14" BCIII 60s 2.0 16" BCIO 60s 2.0 11"Ki" BCIO 90s M 14" BCIO 90s 2.0 16" BCIO 90s 2.0 12-' - LiveDead4124/12 8/12 4/12 4/12 8/12 4' 4/12 8/12 4/12 4/12 8112 2 o1i4/12 1 4/12 8/1 Load Load to to or ortotoorto to 1to or to to or to to 4e psf] [psf] Less 8/12 12/12 Less 8/12 12112 Less 8/12 :12/12 Less 1 8/1 2 Less 8/12 12/12 Less 8/12 12/12 1 Nor)- 20 10 34'-1" 312'-2" 33'-111'' 42'-11"* 410'-16" 7- 1-1-11111-1111, 39'- 0" 136'-10" 34'-2" 44'-3" 38'-9" 49'-0" 46'-3" 42'-11 Snow 20 15 32*-4" 30'-4" 28'-V 36'-9" 34'-6" 31'-10" 40'-8" 38'-Y 35'-3" 37'-0" 34'4' 32'-1 ' 41'-11'139'-4": 36'-4" 46'-5"' 4T-7" 40'-3" 125 % 2'0'-"2'0 30'-10" 28'-10" 35'-1" 32-10" 30'-2" 3 8'- 10' 36'-4" 33'-5" 34 35-Y 33'-G 301-4" W-11 37'-5"t ' - 5" 44'-3', 41'-5" 38'-l" 25 10 32'-5" 30'-7" 28'-6" 36"-10" 34'-10" 32'-5" 40'-10" 38'-7" 35"-11" 3T-1" 35-10" 32W" 42'-0" 39'-8" X-1 V 46'-6" 44'-0" 40'-11 25 15 30'-11 " 29'-l" 26'-11 35'-2" 33*-1" 30'J" X-11" X-8" 33'-11" 35'-4" 3T-Y X-10" 38' 40'-1 3T-9" 34'-11 " 44'-4- 41 -9' -8" 1 0 10 3V-0" 29'-4'* 2T-4" 35'1 33-1 3 IA " 39'.0" 36'.11" 34'-5" 35'-5" 3T.7" i 31. 40' -21' 38'.0"! 35'-6" 44'.6" 42'.1 39'.4" SnowE 15 29'41 28A" 26'-0" 3T-9" 31'-10" 29'.7" 37'.51' 36'41 321.9" 34A"32"-V 29'4' 38i'4 i'*i)" i6 71-0" 2V-6*1 30'-9" 29'1 3514' 34l;4" 3 3Z211 321-311 30'A 1"1"29'.2" 36. 3314 r. " oii jolli 1- 1111, 16*- 8" 40 41 11 527'4 126 "1 241 3V-71' 29*-10" 2T-I.; 0" 3,V-11" 33,14' W-W 31'-9*' 30'.0" 28'.0" 36' QA f, 2940, 31, 2, 27!,i 32'4VT 1P_ 0". 6' Vt i A 4- 41l 30 Non- _ 20 10 30'-11'" 29' 7 T- 2"1,771i. 351-2" TT-2" 30'-9" X-11" 36'-V 34'-V 35'-4" 3T-4" 31'-0" 40'-V 137'-10"! 35'-l" 44'- 5"! 4V-1 1 38'-11" St' Ow 5" 33'-4 31'-Y 29'-10" 36'-11" X-8" 32'-Q" 33'-6" 29'-V 37'-11"1 35'-8`i32'-1V 42'-O`39'-6" 36'-6" 125% 1 1 20202T-1 26'.T' 241_f" 1' 11 11 1 1 ---- -- 11 1 "1 1 I'll, 11-1-11 111.1 -1 1-1 31' 4', 29'4] 27'-4" 35'-2" V-11", 30'4] 1 - 1 -1 1 1 1 11111-11-1111 31'- 11" N-11", 27'-6" f"', " I - -1 i- - , -, __ __ - , --,., 36'- 2" 133'-11"i 31'-2" 40'-1" 3T-7: 34W 25 10 29'41 v _9" 25'-10" 33'-5-1 3V-7" 29'-5" 37'1 34'-1 V 32'-7" 3T-7" 31'-9" 129'-7" X-I" 1 36'-O" 3X-6" 42'-2";39'-10" 3T-V 25 15 28'-0" 26-4" 24'-5" 31'-10" 30'-0" 2'r-9" 35'-Y 3X-2" 30'-9" 32'1 30'-2" 2T-1 1 X-Y 134'-2" 31'-8" 40'-2" 13T-I 0" 35-1" iO 0 28'-V 26-4" 24'-10' 31'1 30"1 28'-2" W-4" 33l-6" 31"1 1, 301 V. -5" 28'-4' 36'134'-5" 32--2" 40'.3" i 3814" 135'.8" Snowl 30 15 26-11" 25-5" 23-7" 30'-7" 2$'-10"26'-10,33*.I1' 32'-0" 29ii-81 30'-9 29'427'i 34*-10 1321-11 38'-7"!36"i0l 4V 10-,', 261-1 24l-V 2Y-V 20l-V 27'-10" 261 32-2" 31y,,f i6. 5 3 - 22. V" 26'-T V-8" 30'1 2 tF,, 2, 4IT21l O' l, X142 i 2TAI 3 Non- 20 10 29'-1" 271-51 25'-5" 33A" 31'-2" 28'-11" 36'-7" 34'.6" 3 T-0 j T- Y 31'-4 29' 1" 33 37' 8"1 35-6"j 33'-Q" 41'-8-1, 39'-4" 36'-7" 2 0' 27'-6" Snow 1525-10" 23'-10"' 31'-3" 29'-5" 27'-l" 34 -8" 32'-" W-1 li--: 29-7 27'-3" 35'-8"I'33ii-6" IW-Ii" 3T-6"! 37'-li' 34`-Y 125% 20 20 26'-3" 24'-7 22'-7",291`-10" 27'-11". 25'-8" 33'-0" 30'-1 V 28'-6" 30'-G" 28'-V 25'- 10" 3 '- J31'-10"i 29'-3" 3T-8- W-Y 32'-5" 4 0" 25 10 27W" N-l" 24'-3"' 31'1 29'1 2T-7" 34'-9" 32'-10" 30W" 29-10 27"-9" WiO' 31'-6" 39'-7" 37'-5" 34'-11 25 15 26'-3" 24'1 441" 29'-11" 28'-2" 26'.1" 3'Ti 31'-2"128 11" l 30"1tX-31' 3,4"-,I" i 32--l" 1 29,_9" 3T-9" 35'-7" 32'-11 30 10 26'1 25'-0" 2T-4" 30'1 28'1 X-61' 33'-2" 31'-S" 2911 4 34'- 2" 32-4"i3O'.2"37'-10"135'-10"133.6" Snow! 30 15 i 430'. All 2V-2" 3V-1011 .00, 2T-11" 28'-10'1 271.3" 25'.41 321-9" 1 30A Vi 28'.8" 11-101, 40- 1` I 0 1,% 26*,4" 24"--8-`*' 201-0l, 27'4" 2711261-311 124'AO' 111-0"f2l?-101 6" 23' 4" ki- 261`401' 2514" 231-8" 28l,'i 1 '27' .0' 26*4174 25'-6" t2T-10'I 4 r 2,' Z7, A w f"'27 No,- 20 1 10 26'-11" 25'-51' 2T-7" 3O`T, 28--1 0"12T-1 0:' 3T-1 1 32,70" 29'-8" 30'-9" 29'-0" i 274" 34i-10"132'-11"I 30'-7" 38'-T- 36'-5" 33AG" Snow20 15 25'-6" 23'-11' 22 28'-11" 2T-2" 25'-2" 32'-Vj3Q'-2" 2T-10" 291-1" 27'4'! 25'4' 31%0"! 28'-8" 16'-7" 34'-4- 31'-9" 125% 20 20 24'-Y 22'-9" 20' 27'-7" 25'-10' 2T-10" 30'-7" 26'-4" 27'-9" 26'-0" 2T-1 V 3iii_5'd 29AI 27A '' 34'-10"; 32'-8", 30'-l" 101_11111111 - -I------ 25 10 25'- 6" 24'-2" 27-6" 29'-0" 2T-6" 25'-7" 32'-2" 30'-5" M-4" N' 2T-9" i I I - -o - I V 1 31' 129'-2" 3F8l'i U_8" 32-4" 25 15 24'- 4" 22'-11" 21'-3" 2T-8" 26A" 24'-2" 30'-8" 28A 1 " 26-9" 2T-10" 26'-3" 24'-4" 31"-6" 129'-9" 1 27"-6" 341`-1V%32'-11" 30'-6" 30 10 24` i 23A" 21'4"' 2il* k'3" 241 *429 -1" 27'l-2" 27'-11" 26" 24'-8" 31' 7" 29' 11 28 331 31'-0i" Snow 30 15 23'- 4" 22'-1 " 20'1 261 25` 1" 23"1 27"1 26'-V M-51' 261`.9"125'15" 3 .3",1,28'-7"126,-7" 33 '-T'I V-8"29i`-511 221.2" 2114' 2011 - m.t_ 44l; 'i '.' ill 22" 1 _24"i-91' 24"1 231 1111 2$'.*` 2" 1-1 111111- 2VA , 0' 1.11, 11,11111- 1 20 '41 1-1- 11 19' 3" 11.11- 11," , -- -;l i;` -ill -6w" 4--11 '2 ' T 2 '-5 211-6" 2022 iVV-"222 "20' 61t A` 4`04 k, OJ 4u'. 4,, Allowable Uniform Roof Load in pounds per lineal foot [PLF)) Us,eOfthese tables should belimited tDroof slopes of 3}S'p rM%Or|S F, For steeper slopes, See pages 15-e, M' Flange Width Total Load Deflect. Total Load Deflect. Total Load Deflect. Total Load Deflect. Non- Non- Non- Non - Span Snow Snow Snow Snow Snow Snow Snow Snow 13 60 29 Total Load values are limited by shear, Table values apply to either simple or Table values assume minimum bearing moment, ordeflection equal toU18U. multiple span joists. Span ismeasured lengths without web stiffeners for joist center to center ofthe minimum depths of 18 inches and |*uo. Deflection values (De8*c.) are limited requiredbemh length. Analyze bylive load deflection equal VzL/240, multiple span joists with the BCCALCm This table was designed tuapply to Check the local building code for other software ifthe length nfany span iu obroad range o/applications. It may deflection limits that may apply, less than half the length ofonadjacent bopossible \oexceed the limitations span. ofthis table byanalyzing aspecific Both the Total Load and Deflection application with the BC CALCO columns must bechecked, Where Slope roof joists atleast Ninch over software. Deflection value iunot shown, the Total 12inches tominimize ponding, Load value will control, Allowable spans and loads shall be adjusted and checked for wind load aa required bylocal building code. Allowable Uniform Roof Loa in pounds per lineal foot [PLF]) Allowable Uniform Roof Load in pounds per lineal foot (PLFJ) Use of these, tables should be lirnited to roof slopes of 3'/?" er foot Ox less, For steeper slopes, see pages 15-18. BOO 6000s 1.8 Series 2 5 /16" Flange Width T_ 9Y2" BC16000s 1 11MV 13C111 6000s 1.8 1 14" BC10 6000E 1.816" BC18 6000s 1.8 0Total Load Deflect. Total Load Deflect. l T Non- Non - Span Snow Snow Snow Snow r Sn( Length 115 1_124 0 11 15 Q_ 6 360 392 375 408 39 7 309 336 322 350 33 8 270 294 281 306 29 9 240 261 250 272 26 10 216 235 225 245 23 11 196 213 204 222 21 12 180 196 187 204 19 13 166 180 173 188 18 14 145 158 135 161 175 16 15 126 137 111 150 163 15 16 111 121 92 140 153 14 17 98 101 78 126 137 13 18 86 86 66 112 122 108 13 19 74 74 56 101 110 92 12 20 63 63 48 91 99 80 10 21 55 55 42 83 90 69 W 22 48 48 75 79 60 8 23 42 42 32 69 70 53 8'9 24 ro 61 61 47 7,1 25 54 54 42 6( 26 49 49 37 6,e 27 43 43 33 5f 28 Total Load values are limited by shear, Table values apply to either simple or moment, or deflection equal to L/180. multiple span joists. Span is measured Deflection values (Deflect.) are limited by center to center of the minimum required live load deflection equal to L/240. Check bearing length. Analyze multiple span joists with the BC CALLIII software if the thelocalbuildingcodeforotherdeflectionlengthofanyspanislessthanhalfthelimitsthatmayapply. length of an adjacent span. Both the Total Load and Deflection columns Slope roof joists at least 1/4 inch over mustbechecked. Where a Deflection 12 inches to minimize ponding. valueisnotshown, the Total Load value will control. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. Deflect. Non - Snow Snow Jlj 5O/o 398 432 - 341 371 - 298 324 - 265 288 - 238 259 - 217 236 - 199 216 - 183 199 - 170 185 - 159 173 - 149 162 - 140 152 - 132 144 - 125 136 - 119 129 - 112 122 - 88 102 11111 - 78 93 101 - 68 86 93 - 61 79 86 - 54 73 79 - 48 67 73 65 44 63 68 58 This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALL® software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Allowable Uniform Roof Load in pounds per lineal foot [PLF]) Use of 111. t I q'i P III thee -se tables, shcoOd be linnited to ro of slapes of 31/-?" e or steeper slopes, see pages 15--18, per foot or less BClO 6500s 1.8 Series 29/16" Flange Width 9%" BCJO 6500s 1.8 111/s" BC106500s 1.8 14" BCIO 6500s 1.8 16" BCIO 6500s 1.8 Total Load Deflect. Total Load Deflect. Total Load Deflect, Total Load Deflect. Non- z Non- Non- J Non - Span Snow j Snow 1 Snow Snow Snow Snow Snow Snow Length 1115 1251/6) L/240 1150%) 125%) 1 L/240 6 360 392 375 408 390 424 398 432 7 309 336 322 350 334 364 341 371 8 270 294' 281 306 293 318 298 324 9 240 261 250 272 260 283 265 288 10 216 235 1 225 245 234 254 238 259 196 213 204 222 213 231 217 236 12 180 196 1817 uti 204, 11-1-111, 13 166, 1 180 173 188 180 196 183 199 14 154 168 147 161 175 167 182 i 170 185 15 140 152 121 150 163 156 169 159 173 16 1231, 1,32 101 140 153 14115, 159 1 149 162 17 109 111 1 85 132 144 137 _14 140 152 18 94 94 72 125 135 118 130 141 132 144 19 61 112 122 101 123 134 125 136 20 69 1 69_ 53 101 110 87 117 127 119 129 21 J, 60 411611 91 99 76 118 113 123 22 52 eb. 52 40 83 87 66 99 107 96 108 118 23 46 i 46 1 35 76 76 58 90 84 103 112 24 41" 41 31, 67 67 51 9 83 90 74 95 103 25 60 60 45 76 83 66 87 95 26 53 53 I'll I I 40 1 11 71 77, 59 1 11 1 81 88 79 I 1 1 27 47 47 36 65 69 53 75 81 i 71 28 43 43 32 61 62 47 69 76 63 29 56 56 43 65 70 57 30 51 51 39 60 66 52 31 46 46 35 57 62 47 32 42 42 32 53 56 43 33 50 51 39 34 316 35 43 43 33 Allowable Uniform Roof Load Total Load values are limited by shear, moment, or deflection equal to L/180. Deflection values (Deflect,) are limited by live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Both the Total Load and Deflection columns must be checked. Where a Deflection value is not shown, the Total Load value will control. inpounds per lineal foot [PLF]) Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the Be CALCII software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least 1/4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC'software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. M NOTES: 1) No web stiffeners required, 2) Web stiffeners required. Moment, shear and reaction values based upon a load duration of 100% and may be adjusted for other load durations, Design values listed are applicable for Allowable Stress Design (ASD). No additional repetitive member increase allowed. BUILDING CODE EVALUATION REPORT ICC ESR 1336 (IBC, IRC) A 5wl' W 12 3847-1 K A = deflection (in) w = uniform load [lb/in] I = clear span [in] El = bending stiffness [lb -in 2] K = shear deformation coefficient [lb] BC18,Close -t AIJQwable Nq,,,$, pacing If more than one row of nails is used, the rows must be offset at least 2 inch, Simpson Strong -Tie A35 connectors may be attached to the side of BCI60s & 90s joist flanges only. Use nails as specified by Simpson Strong -Tie; do not attach connectors on both sides of a flange at the same location. NOTES 1) See table 6 of ICC ESR 1336. 2) BCI joists may be substituted for solid sawn framing in horizontal wood diaphragms as shown in Table 2306. 3.1 of the IBC or Table 23-11-H of the UBC. 3) Diaphragm nailing shall not exceed BCI closest allowable nail spacing limits, Boise Cascade Rimboard Product Profiles rx 11, '/Bit BC RIM BC RIM BOARD'& OSB BOARD'* 31 '/16" 1/411 VERSA -LAM" VERSA -LAM& 1.4 1800* 2.03100 91/211 117/811 1411 1611 Froduct may not be available. Check with supplier or Boise Cascade representative for availability. Perpendicular 0, Parallel G Wdia through bolts (ASTM A307 Grades A&B, SAE Exterior Wall Sheathing J429 Grades I or 2, or higher with washers and nuts) See chart for vertical load capacity. See chart for vertical load capacity. Max. m132- thickness or 3h" dia lag screws (full penetration), staggered BCI-/ * Joists Min. connection for, 40/10 par deck loading. Perpendicular or Deck Joist Length Connection parallel rn L2%0" & less 2 rows W bott or lag screw, T 24" o.c. (300 Fiffatax.) ......... . 12'-L"— W-0" 2 rows W boft or lag screw, 16" o.c. (450 ptf max.} Note: For snow loads greater than 40 psf, and/or dead loads greater than 10 psf, size connection per max pff values shown above. BOISE CASCADE* Rimboard Notes: Design of moisture control by others (only structural components shown above). For information on deck lateral load connections to meet the 2009/2012 IRC, contact Boise Cascade EWP Engineering. Min. 8d nails at 6" o.c. per IRC. Min. 8d nails at 6" o.c. per IRC. For use of proprietary screws to attach ledger, consult screw manufacturer literature. Connection per design professional of Connection per design professional of For further information on residential deck design, see AWC DCA 6. Prescriptive record's specification for shear transfer. record's specification for shear transfer. Residential Wood Deck Construction Guide. Notes 1. See ICC ESR 1040 for further product information. 2. See Performance Rated Rim Boards, APA EWS W345K for further product information. Introduction fn \< | K Productsu ~ _. `^ -r^m. Scope: This work includes the complete furnishing and installation of all VERSA, LAK8Obeamaaushmwnonthodrawings. herein specified and necessary h/com- plete the work. 0lmUaha|s: Southern Pine orDouglas fir veneers, laminated inapress with all grain parallel with the length of the member. Glues used inlamination are phenol formaldehyde and ioocyanahe exterior -type adhesives which comply with ASTN1D2559. Design: VERSA- LAMwbeams shall bo sized and detailed Vofit the dimensions and loads indicated unthe plans. All designs shall be in accordance with allow- able values developed in accordance with A8TN1 D5456 and |<mtnd in the governing When you specify VERSA- LAK8Olaminated veneer headero/beams, you are building quality into your design. They are excellent aafloor and roof framing supports o[amheaders for doors, windows and garage doors and columns. Because they have DOcamber, \/ ERSA-[AMm LV[ p[OdUC[8 provide flatter, quieter floors, and consequently, the builder can expect happier customers with significantly fewer call backs. code evaluation service's report and section properties based upon standard engineering principles. Verification of design ofthe VER8A-LAK4Obeams by complete calculations shall be available upon request. Drawings: Additional drawings showing layout and detail necessary for determining fit and placement in the buildings are (are not) to he provided by the supplier. Fabrication: VERSA'LAM+baamo shall bomanufactured inaplant evaluated for fabrication bythe governing code evaluation service and under the supervision o/athird-party inspection agency listed bythe corresponding evaluation service. Notes 1.Square and rectangular holes are not permitted. 2.Round holeo may bedrilled n, cut with ahole saw anywhere within the shaded area mthe beam. 3.The horizontal distance between adjacent holes must be mtleast two times the size vrthe larger hole, 4. Do not drill more than three access holes inany four foot long section vf beam, 5 The maximum round hole diameter permitted is: Beam Depth Max. Hole Diameter 9W and greater 2" Storage and Installation: VERSA-LAMO beams, ifstored prior 0uerection, shall be stored onstickers spaced amaximum of 15M,apart, Beams shall bestored ona dry, level surface and protected from the weather. They shall behandled with care nothey are not damaged. VERSA'LAKAObeams are tubeinstalled inaccordance with the plans and Boise Cascade EVVP'aInstallation Guide. Temporary construction loads which cause stresses beyond design limits are not permitted, Erection bracing shall b*provided tnassure adequate lateral support for the individual beams and the entire system until the sheathing material has been applied. Codes: VERSA- LAK4Obeams shall beevaluated byamodel code evaluation service. End Rearing Intermediate Bearing 6, These limitations apply to holes drilled fommw wiring access only, The and location ofholes drilled for fasteners are governed uythe provisions ofthe National Design Specification* for Wood Construction. rBeams deflect under load. Size holes mprovide clearance where required V.This hole chart mvalid for beams supporting uniform load For beams supporting concentrated loads or for beams with larger holes, contact Boise Cascade EWP Engineering. E Bearing at concrete/masonry walls Bearing for door or window header Provide Strap per code if top plate is moisture barrier and not continuous over header. Y2" air lateral restraint space at bearing. required between concrete and wood. G0' Trimmers Slope seat cut Bevel cut Sloped seat cut. Not to exceed inside face of bearing. VJ DO NOT bevel cut VERSA-LAM10 beyond inside face of wallJh Blockingnot r clarity. without approval from Boise Cascade EWP Engineering or BC CALC® software analysis. VERSA -LAM" installation Notes Minimum of 1/2" airspace between beam and wall pocket or adequate barrier must be provided between beam and concrete/masonry. Adequate bearing shall be provided. If not shown on plans, please refer to load tables in your region's Specifier Guide. Beam to beam connector Verity hanger capacity with hanger manufacturer Beam to concrete/masonry walls Wood top plate must be flush with inside of wall Hanger Moisture barrier between concrete and wood Bearing at column VERSA -LAM" column Column connector per design professional of record Bearing framing into wall Strap per code if top plate is not continuous H VERSA -LAM" beams are intended for interior applications only and should be kept as dry as possible during construction. Continuous lateral support of top of beam shall be provided (side or top bearing framing). 1. Design values apply to common The distance from the edge of the 3, 16d box nails = 0,135' diameter x bolts that conform o ANSUASME beam to the bolt holes must be at 35" length, 16d sinker nails = 0,148" standard B18.21-1981 ASTM A307 least 2" for %' bolts and TV for % diameter x 3,25" length, Grades A&B, SAE J4A Grades I bolts. Bolt holes shall be the same 4, 7" wide beams must be top -loaded or 2, or higher). A washer not less diameter as the bolt, or loaded from both sides lesser than a standard cut washer shall be 2 The nail schedules shown apply to side shall be no less than 95% of between the wood and the bolt head both sides of a 3-member beam opposite side), and between the mod and the nut 1 The nail schedules shown apply to and by 25% for non -snow lead roofs 7 Connection values are based upon both sides of a 3-member Wain where line building code allows the 2012 NDS, 2, 16d box nails = 0.135"chameter x 5 Use allowable load tables or BC 8. Fasterillfaster TrussLok, Si7son 135" length, 16d sinker nails = 0,148" CALCI software to size beams Strong -Tie SDWor SOS, an USP diameter x 3.25" length. 6 An equivalent specific gravity of WS screws may also he used to 3. Beams wider than 7" must be 0.5 may be used when designing connect multiple member VERSA - designed by the engineer of record specific coon lions with LAW beams contact Boise 4, All values in these tables may be VERSA -LAM Cascade E& Engineering for increased by 151/6 for snow -load roofs further information. Designing Connections for Multiple VERSA -LAM", Members When using multiple ply VERSA -LAM„ beams to create a wider member, the connection of the plies is as critical as determining the beam size. When side loaded beams are not connected properly, the inside plies do not support their share of the load and thus the load -carrying capacity of the full member decreases significantly. The following is an example of how to size and connect a multiple -ply VERSA- LAM," floor beam. Hangers not shown for clarity I ^u A - , . it v e I ,,' p y V FfRSA 1, Are? t I, a 1 , s ,deq oits :0, q) p o , t ±h e d-ezi v loads aq,-d the mtbe,r pioper 'on,lecfiF,,i, schedue 1. Calculate the tributary width that beam is supporting 14, 5 2 - It, 2. Use PLF tables on pages 28-30 of ESG or BC CALCIII to size beam, A T? p:e VI -RSA LAM' < C 3!0'4' s found to 3. Calculate the maximum plf load from one side the right side in this case). M,-",( 41"415C "'11 4. Go to the Multiple Member Connection Table, Side -Loaded Applications, 11/." VERSA -LAM', 3 members, 5. The proper connection schedule must have a capacity greater than the max. side load: J, 525 plf is qie-alvf tY,,an 450 pff OK 755 pil is 45", p!t NORNIM Top Figure Allowable Total Load [plf] KEY TO TABLE Middle Figure Allowable Live Load [pIf] Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports [inches] 1W VERSA -LAM' 2.0 3100 Double Ply 1%" VERSA -LAM' 2.0 3100 or Triple Ply 1W VERSA -LAM" 2,0 3100 or Quadruple Ply 1W VERSA -LAM® 2.0 3100 or Span 3/i'VERSA-LAM 20 3100 5%" VERSA -LAM 2.0 3100 7" VERSA -LAM 2.0 3100 ft) 7 W' 9%11 117/6" 14" 7'/4" 91/1" 11 %" 14" 16" 18" 24" 91/2" 11%" 14" 16" 18" 20" 24" 1117/6" 14" 16" 18" 20" 24" 763 1063 1424 1795 1525 2126 2849 3590 4387 5232 5226 3189 4273 5384 6580 7848 7845 7838 97 7179 8773 10463 10459 li 10451 6 762 - - - 1525 - - - 1.8144 1416,1 3.318,24.1110.2 1,8/4,4'2.4/6.1 3,318.24.1110.3 5/12.6 6115 6/15 2.4t6.1 3,3/8.24.1110,35/12,6, 6/15 6/15 6115 13/8.24.1/10.351126 6/15 6/15 6115 479 t 746 979 1207 957 1492 1957 2414 2131,J 3402 3913 2237 2936 36 43 tilp 5876 5870 39114 4829 5771 6803 7&34 7826 8 322 724 643 1447 i,5ii.i"2.3/6,7: 3/7,5 i 3,719.3 an. 2171 1,513,7'2.3/51UTS 17/9.34,0111.1'51113! 6115 2.3'tS.7' 3/7'i5i'!-3,7/9.3: .4/11111!5,21W 6/15 6/15 i3J/9.34A/11,152/13 6/15 6115 243 551 745 909 487 1102 1489 1817 2148 2502 3126 1653 2234 2726 3222 31753 4322 4688 2978 3635 4296 5003 5763 6251 10 165 370 724 - 329 741 1447 - fill 2171 2894 1. 513 11.714.4: 2.6/7 '3.418,5 1,6/3 11,7/4,4 2.8/7 14/8.54/10A 4,7/11,7, 6/15 1.714.4' 2,8/7 14183,41110,11 *7111.715,4113A 6/15 18/7 !3.418,5141101 0/11,75,41134, 6/15 139 317 585 728 279 634 1170 1456 1709 i 1977 2601 950 1755 2184 2564 > 2965 3390 3901 2340 2912 3418 3953 4519 5201 12 95 214 419 686 191 429 837 1372 - - 7,,,,_,, 643 1256 2058 .... 1675 2745 I' ll, I "I","", " ''I, 1_ 1. 513 1,5t3,7 2.716.13J084 111__., I , _ " ", , ", ", 1. 5/3 1,5/3,7 2.7/6,8 3.418.4 3.9/9.94.6111.4 6115 I , , 11 - "' , "" 1. 513.7 2,7/6.8,3.4/8.43,9/9,9!4.6/11,4 51/13 6/15 23t6,8 1418,4, 3.9/9,9 4.6111A 52/13, 6115 109 J 248 488 662 217 1 496 976 • 1324 1550 1789 2399 744 1464 i9m 1 2326 1 issi 1 36% 7is-98 14522647 1 3101 3677 4078 4797 13 75 1691329 540 4 160 1 337 659 1079 506 988 1619 1 1317 2159 1 2* 61 ;131U 1513 1:513,1 Z416A .3.318,3:3.919Y,,*S/ 6/15 3. / 7* /11, 1, 6/15 2,416A1.316,3 9 9, 5 25,1/12. 86 198 390 585 173 395 i 779 1171 i 1418 1633 2226 593 1169 1756 2128 1 2449 2786 3-338 1558 2 2 2837 3265 i 3715 4451 14 60 135 264 432 120 270 527 864 1290 405 791 1298 1935 1055 1728 2580 1,5/ 3 1,513 21/5.3z3,21T9 1.5t3 1.513 2.115,3 3117,9,3.8/9,6 4,4111 6115 1.5/3 216,3 3,2/T9i1819,6i 4.4/11 5112.5, 6115 21/5,3'1217.9 1819A 44/11 5112.5 6/15 70 160 1 316 j 504 139 320 631 1018 1307 1502 i 2076 479 947 1627 1960 2263 2558 3113 1262 2036 2614 3003 1 3410 4151 15 110 214 i 351 1 i 703 1049 1493 329 643 1054 1573 2240 868 1405 1 209EI 1 2987 1,6/ 3 i 1,513 i1.8/4.62,917A 11 1,513 i 1,6/3 'I.8/4,6,29/7,4 3,8/9,54,3110 l, 6115 i 9 _i ! 4 1313 IA10 2,917.. 3,8193 4.3/1101,0112A 6/15 1 1 A14.6 2.917.4 i 3,845 4.3110,94,9t 12A SMS 57 131 259 427 113 262 518 854 1151 1390 1944 393 777 1281 1727 i 2085 : 2364 2917 1036 1708 2303 2780 3151 3889 16 40 90 177 1 289 80 181 353 579 864 1230 271 530 868 1296 1846 - 707 1158 iiiB 1.5/3 1,513 11.614 ;Z6/6,6 1.513 1.5,13, 1,614 Z616.6'3.6/8,94,3/101 6115 1,513 1,614 2,6/6,6 16/8,94.3t% 4,9/12.2 6/15 1,6/4 :2.6/6,6'3,6/8.9,4.3110.74.9/12.2 6/15 08 21 355 93 i 217 430 710 1 1018 i 1274 1826 T_ 32$ , 645 10651527 1911 1 2196 2 860 1420 1 2036 2647 2929 3652 17 75 i 147 241 67 151 29! 483 1 20 1 1026 226 442 226 j 442724i1081 1 1539 2111 t 1441 2052 2814 1.613 t513 1,5/3 ;1,6/3.6 2,315.9!33184 4.2/10.6 6115 3 5 1.5/3 l5/3,6 2 3t5.9;3.3/8,441/10.64 8/1205 3 1,5/3 62,3/6,9 3,318 442110,54.8/12 6t15 90 180 298 77 181 360 596 894 1164 , 1701 1 540 02 18 64 124 203 56 127 248 407 607 864 191 372 1 5t3 I t1'21[ i','I'i 121.5/3 1,5/3 1 513Z 2,115Z 3,ItTii 419 9 5.9/14 E 1 1.5/3 5/34,E 76 1 152 1 252 66 152 304 504 758 1 1016 1592 ji27 5 229 4 7 3184 19541051 173 108 211 346 516 735 162 3 16 1.6/3 1.513 1,W41 1.5/3 1.6/3 1.613 i 1,9/4,7; 2.817 t,1719,45,8114,15 1 /3 1 51 1.5/3 8/14.6 65 130 1 215 54 129 259 430 647 915 1496 194 389 (A6 971 1373 1678 2243 519 861 1295 1830 2237 2991 20 46 90 148 41 93 181 296 442 630 1493 139 271 445 664 945 1296 2240 1728 362 593 885 1260 29871.513 1,513 i 1. /4.2 1,513 1.513 1,513 '1,7/4.2,2,5/6,3 3,6/8.9 5.8/14,5 1.513 = 1.513 1,714.2 Z5/6,3, 3.6/8.9 4.3110.85,8114,E 1.513 1,7/4,2!2,5/6,3'3,6/8,94.3/10,8(5,8/14.! 96 1 160 95 192 1 320 i 482 602 1304 142 288 480 724 1 1382 1 1956 384 640 966 1 1383 1842 2608 22 Ili 70 136 223 3ii 46 1122 104 204 334 1683 272 947 1290 2244 1,5/3 1 1, 5/33 1,5/3 3/7,4 '64/119 1.513 1.5/3 i 1,6/152,1151! 4....4...5.. ...665 1413 317. 413.919.96, 6/111 72 122 71 145 243 368 529 1092 106 217 365 552 793 1095 = 1638 290 486 i 736 1057 1460 2184 24 52 86 54 105 172 256 365 864 80 157 257 384 547 750 1296 209 343 512 729 1000 1728 1,5/3 1,513 1, 5/3 1,513 1.513 1.8/4.4 2.516.3 51/12,13 1,5/3 1,5/3 1.513 '1,814.42.5/6.3'3,4/8,65.1/12.E 1,5/3 1.5/3 1.8/4,4,2.516.3 3,41/8.65.1/121 56 94 54 111 188 286 412 927 80 167 282 429618 85 1390 223 376 672 i 824 m i1853 26 41 67 42, 82 135 201287 680 63 124 202 302 430 590 1020 J 165 270 403 574 t 787 1369 13/ 3 = 1,5/3 1,5/3 1. 513 1.5/3 11 6/1721/U4,7/11.8 91 3 15/3 1 SM 1.55/3,7'112,1/5,3 2T3,,4,7/11.8 1.513 i_1 513 1,613,7i 23!2.9/ ,1/5 7.3',A.7/11.8 74 87 148226 , 326, 792 61 130 222 3138 489 678 1188 174 296 451 652 904 15114 28 54 66 1108 161 230 54 51 99 162 242 344 472 816 132 216 322 459 630 1088 1.5/3 1.5/3 1.5/3 1 5/ 3,2, 1,8/4.6 4A/10, 1.5/3 1.5/3 1.5/3 L513Z 1,814.6 2.5/UAA/10. 1,5/3 1.5/3 :1.5/3Z 1,8/4.612.5/6.3:4.4110. 59 68 118 180 26 639 2 102 176 271 393 W 959 137 235 361 623728 1279 30 44 64 s 88 131 187 442 80 132 197 280 384 664 107 176 262 373 i 612 885 1,613 3.8 1,5/ Total Load values are limited by shear, moment or deflection equal to L/240. Total Load values are the Table values for Minimum Required Bearing Lengths are based on the allowable compression design capacity of the beam in addition to its own weight. value perpendicular to grain for the beam and the Total Load value shown, Other design considerations, Live Load values are limited by deflection equal to L/360. Check the local building code for other such as a weaker support material, may warrant longer bearing lengths. Table values assume that deflection limits that may apply. support is provided across the full width of the beam. Where a Live Load value is not shown, the Total Load value will control. For 2-ply. 3-ply or 4-ply beams, double, triple or quadruple Allowable Total Load and Allowable Live Load values, Minimum Required Bearing Lengths remain the same for any number of plies. Table values represent the most restrictive of simple or multiple span ap fications. Span is measured center to center of the supports. Analyze multiple span beams withtheECCALCIIsoftwareifthelength1% inch members deeper than 14 inches are to be used as multiple -member beams only. of any span is less than half the length of an adjacent span. This table was designed to apply to a broad range of applications. It may be possible to exceed the Table values assume that lateral support is provided at each support and continuously along the top limitations of this table by analyzing a specific application with the BC CALC6 software. edge and applicable compression edges of the beam. VERSA -LAM", 2,0 3100 % Load Duration) Total Load values are limited by shear, moment or deflection equal to L/180. Total Load values are the capacity of the beam in addition to its own weight. Live Load values are limited by deflection equal to 1.1240. Check the local building code for other deflection limits that may apply. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span applications. Span is measured center to center of the supports. Analyze multiple span beams with the BC CALCII software if the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the top edge and applicable compression edges of the beam. Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, such as a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided across the full width of the beam. For 2-ply, 3-ply or 4-ply beams; double, triple or quadruple Allowable Total Load and Allowable Live Load values. Minimum Required Bearing Lengths remain the same for any number of plies. 1'% inch members deeper than 14 inches are to be used as multiple -member beams only, This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC$ software. VE - LAMI . % LoadDuration) Top Figure Allowable Total Load [plf] KEY TO TABLE Middle Figure .. Allowable Live Load [plf] Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports (inches) Span 1%" VERSA-LAM*2.0 3100 Double Ply 11/" VERSA-LAM*2.0 3100 or Triple Ply 1%;" VERSA -LAM* 2.0 3100 or i Quadruple Ply 1%"" VERSA -LAM* 2.0 3100 or 3% VERSA -LAM 2A 3100 5%"VERSA-LAM 2.0 3100 7"VERSA-LAM 2.0 3100 ft] _ 71/4" .9%" 11M."' 14 %. 7%" 9" 11%" 14" 16" 18" 24"' 9%i" 11%" 14" 161' 181' 20" 24" { 11%" 14" 16 18" 20" 24' mm 954 1330 1782 2245 1908 2660 3564 4491 5234 15232 522E 3990 534E 1 673E 7851 7848 7845 7838 7128 a 8981 10467 10463 10459 1045 2.215.5 3.117.64.1l10.21SA/ 12. 2.2/5.5 3.1/764.1110.25.1/12.9 6l15 6/15 6/15 3.117.64.1/10.25.1/119 6/15 6/15 6/15 6/15 4.1l10.25.1/12.9 6/15 6115 6/15 6l1: 10 X." f•t JJG ;1 JJ IV IL Y9( IIV•t IVPJ GVLY 4JQM L VJ iQJa IVJV LYDV WJ! JJI w w. 11 186 ' 418 815 } 37t 835 1631 1253 244E z. ,,..,, 3 23f5.8 3.5F884,3f10. 1.5133.518.84,3110.75112,6w,8/14.6 6/16 2,3/5,8 3,5/88*3/101 /1. 187 424 733 912 374 848 1465 1823 2141 ' 2475 2601 1272 2198 2735 32' 12 143 322 628 286 643 1256 - 965 = 1884 i. 613 214.9,0.41844.2110. 06t 214.9 3.4F44.2110.549E135.7Ft4.3 6115 2F4 3.4ffi442C1044P 146 332 623 829 292 665 1247 1658 1942 2240 2399 997 '' 187 4' 7 419 9K4 A" a1n 995 , FM, GRR 4i4 ; ,.. . 7S4 . 4dR9 a 9E9q t..0 w. 116 265 521 734 14 90 = 203 396 - 648 L5f3 , 1.5f3.6T 2.8l7 4f9.4 94 i' 215 j 423 638 15' 73 i85 a 322 627 1. 5l3 A 1.513.1 2.5r6.1 3.715 77 l 176 347 560 16 60 - 136 265 434 L5f3 1.5l3 ;2.2/54;3.518 63 x`: 146 1 289 i 476 17: 50 113 221 362 1. 5/3t 1,5/3?1,9/4,8.31/7 53 i 122 ? 242 399 18 42 95 186 305 L5f3 ' 1.513 1.7/4.3x 2,81' 530 1043 1467 l 1777 1 20 405 791 1296 1. 513.E 28f7'4/9,9 48/t2UP 153 352 695 1120 ; 1443 17 121 271 530 868 1296 } - 22438641. 5131.513.54/11,1#S.4(' 244 ! 484 799 1137 1422 191 372 610 910 1296 1,513 13/4,3 2,8l7.4/9.9 4,9f12. 22 6, 1 796 1564 ' 2201 2666 e. _ . 608 1187 1944 6/15 1.613.E Z817 4f9.9 _4/ 12 d44 528 1042 1680 2165 407 795 1303 1944 11S 1, 5f32.2/5.43.518.64.4/11 172E 367 726 1198 286 558 Z 915 6115 1, 5/3 ° 1.7/A 3 2.8/7 68 11 -- I " I 75 176 350 579 869 1149 1551 263 525 20 69 136 , 222 1 62 139 ' 271 445 664 945 - 208 ' 407 1.S13 ? t5/3.42,315.6 1.5/3 '- 1,513 '1.5/3.4 2.315,6`34/8.44,4111.1; 6/15 1.5/3 1.5/3.4 k 3262 , 7/14. 3 E116 11 6/ 15 3.4/644211054.9ftP.33J1143 6115 6115 3360 a 36g4 3598 494 331E 97 23884 4480 480E 4797 a... 1976 i 3238 s6/14= 6115 6115 31/7. 8j4,1t10,44,8/12,1 56114{ 6116 "616 3068 3345 3338 2085 2934 3554 4091 ! 4459 4451 1582 25935713,E 6/15 6/15 28/7 4/9,9 4.8/125,5/13.8 6/15 6/15 2823 3120 31t3 1691 ' 2552 i 3275i 3763 4159 4151 a 1286 1 2108 3W 4113, E_ 6115 z6115 25Ffi,13, Tt92:4.7fi1854tt3.6 8f15 y 6115 2613 2923 2917 1389 2240 2887 ' 3484 3897 3889 1060 L 1737 2593 4/134 6/15 i5 2. 2t5.4r3 5/8,64.4(11.15,4113.4 6115 6/15 2133 2572 2588 968 1598 2274 2845 3429 3451 1944 ; 744 1226 1821 i 2593 9f12.35,9/14.9 6/ 15 17/4.3= 2,817.419,9 4,9/12,3,5,9/14,9 6/151723 2105 2326 699 11 1418 1944 543 8 4111.15. 4/13.6, 6115 1,5/3,4.2.3 99 164 98 197 329 '= 496 7t1 1288 146 =. 296 493 i 744 1066 1453 1932 395 658 =. 992 1422 1937 1 2576 24 79 129 80 157 257 384 547 - 121 236 386 576 820 1125 314 515 768 1094 1500 - 1.5t3 1,6/3,9 1.5/3 1.5t3 1.613.9,2.3/5.9'3,318.3! 6115 1,5/3 ; 1.5/3-1A13.9 2.3/5,9 3,318,34,51113, 6115 T5/3 1,6/3.9:2,3/5.9-3.3/8,3 4,5/1t.a, 6115 76 { 128 i 751153 256 i 387 ' 555 1164 112 229 383 580 $33 i 1150 i 1747 305 i 611 773 1110 ; 1633 a 2329 26' ' ; 62 10t 63 124 202 ; 302 430 1020 96 185 304 453 t 645 885 , 1529 247 ` 405 604 860 s 1180 2039 1.5/3 f 1.6/ 3.3 1,513 ' 513 1,5f3.3 215 ; 2,8/7,1}$,9114. 1 15/3 1513 15/3.3 2/5 i2.8/7.1 i 19/9 78,9/14. 2 1 513 1.513.3, 215 8/71' 19/9.7;5.9/14. ji 60 101 58 120 202 ; 366 441 , 1001 28 49 81 51 99 162 242 344 816 1.513 1.5/3 1. 513 1,5/3 , 1.5f3 17/43324/6,15.5/13. i` 81 i 95 161 246 355 861 87 180 303 . 459 661 914 1501 240 1 404 612 - 882 1219 2001 76 148 243 363 517 709 1224 198 324 484 689 945 1633 1,513 1.513 1.513 ; 1.7/43 Z,Iltu=3.4/8,45,5113 1.5/3 1,513 1314,3,2,4/6.1 3.4/845.5/13. 68 '143 242 ; 369 533 i 738 1291 190 323 492 7t0 984 1721 30' 66 m e 8Q t32 197 280 664 1, 6/3 1.5/3 ; t513 il,513.7 2,11US,1112.6 Total Load values are limited by shear. moment or deflection equal to L/180. Total Load values are the 82 i21 198 295 420 576 996 16i = 263 393 $60 768 1327 1,5f3 1.5/3 1• Sf3 15/3.7'2,1/5,3 29/7,35.1I12: 1.5[3 ` 1,5l3 1.5/3.7=21/S,3 2,9f7.35.t/12, Table values for Minimum Required Bearing Lengths are based on the allowable compression design capacity of the beam in addition to its own weight, value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, Live Load values are limited by deflection equal to L/240. Check the local building code for other such as a weaker support material, may warrant longer bearing lengfhs. Table values assume that deflection limits that may apply, support is provided across the full width of the beam. Where a Live Load value is not shown, the Total Load value will control. For 2-ply. 3-ply or 4-ply beams; double. triple or quadruple Allowable Total Load and Allowable Live Load values. Minimum Required Beanng Lengths remain the same for any number of plies, Table values represent the most Analyze of simple or multiple span applications Span is measured 1% inch members deeper than 14 inches are to be used as multiple -member beams only, center to center of the supports. Analyze multiple span beams with the BC CALL software if the length of any span is less than half the length of an adjacent span. This table was designed to apply to a broad range of applications. It may be possible to exceed the Table values assume that lateral support is provided at each support and continuously along the top limitations of this table by analyzing a specific application with the BC CALL* software. edge and applicable compression edges of the beam. I AKA@ AlInefitinh19:1 KI i1i Offset and stagger nail rows from floor sheathing and wall sole plate. Simpson Strong -Tie A35 and LPT4 connectors may be attached to the side VERSA- LAM44PVERSA-RIM". Use nails as specified by Simpson Strong -Tie. Allowable Allowable Moment Grade Width Depth Weigght Shear i? Cbltt Moment ` of Inertia ft-Ibjw_. w.wn L _J _. G.a 3Yz 15 998 776 5A 1'/2 E 51/2 2A 1568 1821 20.8 7% 3.2 2066 3069 47 6 3Yz 1.8 1164 1058 6,3 i 5Yz 28 1829 2486 24 3 3.7 2411 j 4189 55.6 9Y. 4 7 i 3076 6636 115.4 9°/2 4.8 3159 6979 125,0 1'/4 11 % 5 7 j 3741 9605 207.6 11'/a 6 0 3948 10638 j 244.2 14 71 4655 14517 400.2 16 8 1 5320 18682 597 3 18 9.1 5985 23337 } 850.5 24 12.2 7980 40183 2016.0 5Y2 5.6 3658 4971 48 5 7% 7.4 4821 8377 111.1 ul 9Y+ 9 4 6151 13272 € 230,8 9Yz 9,6 6318 13958 250.1 11 % f 11 4 7481 19210 s 415 3 3Yz _ . 111/e 12.1 i 7897 21275 1 488.4 14 14 2 1 9310 29035 800.3 s 16 16 i 10640 37364 1194.72 18 1&3 11970 46674 17_04 0 ii20 20.3 13300 56952 t 2333.3 Nailing Parallel to "M Glue Lines Narrow Face) Nailing Perpendicular to Glue Lines (Wide Face) Na3Om, 1 Notes 1) For 1%" thickness and greater, 2 rows of nails (such as for a metal strap) are allowed ( use %" minimum offset between rows and stagger nails). 1. This value cannot be adjusted for load duration. 5 Tension value shall be multiplied by a length factor, (4/L)16 where L = 2. This value is based upon a load duration of 100% and maybe adjusted for other load duratfons. member length [it]. Use L = 4 for members less than four feet long. 3. Fiber stress bending value shall be multiplied by the depth factor, (121d)" where d = member 6- Stress applied parallel to the gluelines. depth [ in]. Design properties are limited to dry conditions of use where the 4. Stress applied perpendicular to the gluelines maximum moisture content of the material will not exceed 16%. MI Allowable P4001 Load U) 3% x 3%" X K3L.1 3 x 7" C_ J 100% 115% 125% 1 100% 115% 125% 100% 115% 125% 100% t00% 115% tni :.nn nrn n-. ewn nn r•rn nn r.r nn .,.r 6 10,580 11,190 11,540 13,240 13,990 14,440 15,890 16,800 17,335 16,645 17,605 18,165 21,190 22,410 23,120 7 8,745 9,160 9,400 10,940 11,460 11,760 13,130 13.760 14,120 13,755 14,410 14,795 17,510 18,350 18,835 8 7,295 7,590 7,765 9,120 9,490 9,710 10,950 11,400 11,660 11,475 11,945 12,215 14,610 15,210 15,555 9 6,155 6,375 6,500 7,700 7,970 8,130 9,245 9,575 9,765 9,685 10,030 10,230 12,330 12,770 13,025 10 5,250 5,415 5,510 6,570 6,770 6,890 7,885 8,135 8,280 8,260 8,525 i 8,675 10,520 10,850 11,040 11 4,525 4,655 4,730 5,660 5,820 5,910 6,795 6,990 7,100 7,120 7,325 7,440 9,066 9,325 9,475 12 3,935 040 4,095 '4,920 5,050 5,120 5.910 6,065 6,150 6,195 6,355 6,445 7,885 8,090 8,210 13 3,455 3,535 3,580 4,320 4,420 4,480 5,185 5,310 5,380 5,435 5,565 5,635 6,920 7,080 7,175 14 3,050 3,120 3,155 3,820 3,900 3,950 4,585 4,685 4,740 4,805 4,905 4,965 6,115 6,250 6,325 31/2" x 71/4" 51/4" x 51/4" 51/4" X 51/2" 51/4" x 7" 51/4" x 71/4" 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115%--, 125% 100% 115% 125% 4 31670 34 750 36,625 5 26,615 28,560 29,705 6 0 50 34,355 37,695 39,715 36,010 39,495 4,1,616, 7 18,14Q "--19.005 1"9,5'0'5'-- 30,700 33,170 34,625 32,165 34,750 36,280 8 15,135 15,755 16,110 27,095 28,910 29,975 28,390 30,295 31,405 36,160 38,590 40,000 37,450 39,960 41,420 n.- ----- I A - - I 17 9,39u qxuiU V,tsiu 11J,Wu, i 1%;J4V lu'dZu 19,3d5 ZU,ZbU ZUJtU Z4,15W R),61V 1 &JAW Z!>,!)(U Zb, (ZU ZI 4UU 128,170 8,380 8,500 16,420 17,085 17,475 17,200 17,910 18,305 21,910 22,800 23,320 22,690 23,620 24,150 13 7,165 7,335 7,430 14,640 15,185 15,500 15,340 15,910 16,240 19,540 20,270 20,680 20,230 20,990 21,430 14 6,335 6,470 6,550 13,120 13,570 13,830 13,750 14,220 14,490 17,510 18,110 18,460 18,140 18.760 19,110 15 11820 12,19 12,405 12,385 iZii5 13,0-00- 15,770 16,270 16,560 16,330 16,850 16 10, 690 11,005 11,185 11,200 11,530 j 11, 720 14,270 14,690 1 14,930 14,780 15,210 15,460 17 9, 715 9,980 10,135 10,18o 1 4466 10,620 12,960 13,320 13,520 13,420 13,79 0 14,010 18 8, 860 9,090 9,220 9,285 9,525 9,660 11,820 12,130 12,300 12,250 12,560 12,740 19 8, 110 8,310 8,420 8,500 8,705 8,825 10,820 11,090 11,240 11,210 11,480 11,640 20 7, 455 7,625 7,720 7,810 7,990 8,090 9,950 10,170 10,300 10,300 10,540 10,670 2 6 870 i 7160 t fi,105 fi t957,355 71445 9,170 9,370 9,480 9,490 9,700 9,6n Alit le'' 0 Note I ) Table assumes that the column is braced at column ends only. Effective Modulus of Elasticity: E = 1.8 x 106 psi column length is equal to actual column length, 2) Allowable loads are based upon one-piece (solid) column members used Bending: Parallel to Gluelines (Beam): Ft, = 2750*(12/d)19 psi in dry service conditions. Contact projects design professional of record or Boise Cascade EWP Engineering for multi -piece column design. Perp to Gluelines (Plank): Fb = 2500*(12/d)"9 psi' 3) Allowable loads are based on an eccentricity value equal to 0.167 Compression Parallel to Grain: FcII = 3000 psi multiplied by either the column thickness or width (worst case). 4) Allowable loads are based on axial loaded columns using the design Compression Perpendicular to Grain: provisions of the National Design Specification for Wood Construction 2005 For bending Parallel to Gluelines (Beam): F,11 = 750 psi NDS), edition. side or other combined and axial loads, see provisions of NDS, 2005 edition. 5) Load values are not shown for short lengths due to loads exceeding Perp to Gluelines (Plank): F,_L = 450 psi common connector capacities. Load values are not shown for longer lengths if the controlling slenderness ratio exceeds 50 (per NDS). Tension Parallel to Grain: Ft = 1650 psi 6) Lateral loads (wind loading) are not considered in this table. 4Q 1 AllowableDesiqn Values Compression Modulus Of Horizontal Bending Parallel to Grain Elasticity Shear Product Fb [ psi] F, [psi] E [psi] F, (psi] VERSA-STIL10* 1.7 2650 2660 3000 1,700,000 285 Spruce Pine Fir (North) # 1 2 Grade 875 1150 1,400,000 135 Hem -Fir # 2 Grade 850 1300 1,300,000 I 150 Western Woods # 2 Grade 675 1 900 L1,000,000 IL 5 Notes: Design values are for loads applied to the narrow face of the studs. Repetitive member and size factors have not been applied. Dimension lumber values taken from from 2012 NDS Supplement: For further design information, please see VERSA -STUD 17 2650 Design Values for Wood Construction (per 2012 IBC/IRC). Eastern Tall Wall Guide. FRAM,BC New BCFRAMERO represents ahuge technological leap L to help you improve the engineered wood products business. 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Nommomm"M avow RECOMMENDED HARDWARE CPU: Quad Core64 bit Processor L2 Cache: 3W8/ Cnr RAyN:D.OG8 Video: Full support for DirectX 9; Single monitors, 12800024612NYB; Dual monitor, 1280x1024 1GB Ninimum1O24x768) Operating Systems: VWndowow7or81(Professional Edition 84-bit) Actual sdfioahonavarybyuoerondvviUbeaaueaoed prior to installation. Give Us mT[y! Analysis for Engineered Wood Products Boise Cascade has provided 8CCALCOfree o[ charge to the design community since 1994. COMPUTER REQUIREMENTS PCwith any current version nfK8SVWndowmm. along with an inteme8connection. For questions regarding BC CALCO. call 1-80O-4O5-5gG9oremail EVVPSuppnrt@8Ccom, To Download BC CALC US, ITS Joist BCIa Hanger i a acit} DleptIll t ksi_ 45004 ITSt 81l9 5 993 SQQOs ITS2 0619 5 993 6000Si ITS2 3719 5 _ 1225_ 6500s ITS2 5619 5 1225 4500s 01 81/11 8_6" 1068 5000s ITS2 06l11 86 tOfiB 6000s ITS2 37/11 86 1237 4 1 14" 16" 1 MIT B JaistBGla ... Hanger I apactty DOA 4500s C 30 8i6d 9,/z„5000s lrii 4 ` +i 2305 8 16d 6000E 4 f"I, rx 91 2305 1 8-1 6d 6500s trt3 2_. 2305 8 16d 45066 ttN4Y5 2305 8 16d 50068 div r a 4 1 f R 2305 6 16d 11Y,„ 6000S W ,1 8 f 2 2305 1, 8-1 d 1 14" an l3eRth BGIa. Manger C] 4500s fro- dt 81 '2 1 9Yd' 6QOOS f sta f 1 6500s TH, 1321t i4500s THA11 t , 1 5000S 16000S f r z, 1 BGIa Hanger , i.aNauiy ._,!.'4.agrr y...._._ ..... d wr BGI Hanger .a i 1 a lfst Depth. i (Ike_ I e4d0r 1 t." Qel th I 4500s IUSi 81/9 5 950 8 10d 4500s SUR/L1 81(9 101 5000s _ IUS2 06/9 5 950 8 tpd 50QQs SUR/l2 06(9 10! i6000s IUS2 3T/9 5 950 6 10d _ !' 6000s SURlL2 3719 _l3. 16500s IUS2 5619,5 95Q 8 10d _ '650W SUR/L2 56/9 13, f4500s11US1,81/ 11.88i 1185_i 1010di4500s} SUR/L1.81/it , 01 5000s1US206(1188 f165 10tOd 15000s SUR/L206l11 13! 6000S IUS2 37/ 11 88' 1185 10 10d _ 11'/a" 6000s SUR11-2 37111 131 656as IUS2 5§/ l1 88 1185: 1o_lod j s50oS SURILz_56/11 3 1 60s IUS2 37111 88+ 1185 10-tOd , 80s SURll2 37it1 y 131 f 90s IUS3 56111.88 1420 1 12 10d , 90S S irk k.41 191 14500s' IUS181114 , 1420_ 1210d 4500s SURtL1.81114 16' 500Os4l. tj 06l14 1420 12 IOd 500as SURlL2 a6(11 16! 6000sfUS2 37114 1420 12 1Od14" fia00 Ss UR(L2 3711416! 6500s IUS2 56114 142p _ 12 tOd , 16500s SURIfL2 56/14 16'. 60s IUS2 37114 1420 t 12 10d , - 60s SURlL2 37114 16! 90s IUS3 56H4 1420 12 10d 90s J 20 4500s IUS1 81M6 166014 10d, _ .._. 4500s ' 3s 181 5000s IUS2 Ofi116_ 168Q 14 10d = ___ _ 4 SQOOs SLfh L t _ 19; 16" 6000Si IUS2 37/16 t 1660 14 10d - _ 16,. 800Qs 8500s IUS2 56116 1660 14 10d • _ 6500s SURO 2 141 19; 66s _IUS2 371t& 1660 14 tOd ? _ 60& tf f 19: 90s IU 3. 56118 1425 . 1446d 90s s ,Piet: ii ) 22i t U / HU MIL) T a _ .. Fla aeaiy T at1t119 Jalsl Fap< 15L ORth) BGI I Hanger A}1i61 } g d P J.014 eft kBGl Hanger dx1'!x" 45000s _ , s t 2305 16 16d 2 1pdx1!z 14500s t SS fi 5 dx1'l E5000s _ t ,1 ,IIV 2305 _ 16 16d 2 10dx1Y S000s w + t of} 99 dx1Yz WWI XVU T5 J } 2305 i 16 16d 1 2 10dx1IM 9/x 0003 C i Sh 9E dxlI/V - 6500s m151 t 2305 1616d 210dx1/ 6500S ' 14; dx1Y:" 4500s &, + 52? 28802016d21Qdx1Yx_ _ 45005 h 95 1Yx" #5000s :5'Pt ° ? a 2860 20 16d - 2IOdxll 5000s '-3 ) __., 9r dx1Yz" j6000S7 t '4 a7t+ 2880 20 16d 2 10dx1Y r -- 11%- `f ,' 6000s €t11 9& dxth" 6500s ' 9 f 92$$6i 20 16d 2 iQdxt _ __- 14" 14" 1 90s 1.SSz, 1410 1625 i 14-10d '12-10dx1 Y;' 10dx1/x' 5000s /tr'l 29a3455i2416d210dx1Yd' tOdx1Y:' 6000s ;LW 75/16 3455 2416d 210dx1?l"_ 1@dx1Yz" - 16" 6500s ,° t (a ra: 9r 3455 24 16d ' 2 1Qdx1'/i" _ tOdxl'h"__ 6Qs dx1 MIU4 751 2725 24 16d } 210'f" _ t or , .`e`: Tn' l`.iun _ 10dx1%" 90S 1f- 3780 26-t6d 2-1QdX1 al; .. ti t ,)•ilea s99 , 99 w",r,«".", General f9lates Capacities will vary with different nailing criteria and/or support conditions, contact supplier or Simpson Strang - Tie for further tt information. VPA Capacity values shown are either hanger capacity values see support requirements below) or BCIt Joist end reaction Joist a. ,.. Ga achy . J!, of ._ Q BGI Hanger capacities —whichever isless. Depth+ [fpg_ Top Pla(g _Rafter All capacity values are downward loads at 100% load duration. 1Odx1l,' 450QS LSSUI25 995 910d 710dx1lztOdx1Y:" " ' -' Use sloped seat Hangers and beveled web stiffeners when 5000s 3 _ LSSU2.06 995 3 9-10d 7 10dx1YT $Cla Joist slope exceeds Y;' per foot. 10dx1 Yz' 9!' 6000s ( LSSUI35 995 9-1 Od _ 7-10dxl W' Leave Ors" clearance ('/;' maximum) between the end of the supported joist and the head of the hanger. tOdx1Y:" f6500s LSSUH310 1 1425 _ 14-tOd 7-tOdxl lz' At max design ca acity shown, hangers may exceed standard 10dxiYw 4500s LSSUI25 995 9-10, 7--Odx1Y" _ I " + '!." deflection by' ai'. 1Qdx1%. 5000S _ mw,66 995 9- 10d 7 1pdx1'!x" For proper installation of the VPA, the 2-10dxt l" joist nails 10dx1'%z" 16000E LSSUI35 t 995 9-i0d 7-10dx1-%" through the bend tabs must be installed at approximately a 11%" - 6500s „i +f i I= - 1443 6-10d 2- 10dx1Yx" 11%" G 6500s LSSUH310' 1475 14- 10d 71061Yz" 45-degree angle. i2-10x1 Y1 1dx1i/z' orf Requirements aupp 90sr ` 1 1715 6-10d 2-tOdx1 l 90s LSSU410 1625 r 14-10d 12-10dx1 Ya" Support material assumed to be Boise Cascade structural 4500s rX pp 1600 6-1Qd 2-ipdxlY' 4500s LSSUI25 995 " 9-10d 7-10WI/T composite lumber or sawn lumber (Douglas fir or southern 500Qs f a 1666 6-10d 2-tOdx1'!i' 5000si LSSU2.06 995 -- 9-10d 7-10dx1Yz" ne specie Minimum support width for single- and double -joist top mount 14" 6000s i r 6500s 4 ? .' 1600 6-tOd 2- tOdxt l:' 1600 6-lOd 2-10dx1 /T _ 6000s t4 ! 6500s LSSUI35 1 SSUH310 995 _ 1666 9- 10d 14-16d _ 7 10dx1Y 7-10dxi'! z' hangers is 3". Minimum support width for face mount hangers with 10d and 60s 1606 r 6-16d 2- 10dxi%'" 1 60s LSSUI35 995 9-10d 7-tOdx1l" 16d nails is iW and 2", respectively. 90s 1715 6-10d 2-tOdxiYz' 90s LSSU410 1625 14 16d , 12-1661' Fr ming Conner ors THO TFL " THE SKH Toisf Ca acRY ... FL Joist apac(ty athng Joisf__ e 1 _ apaciky , BCi Manger BCI Hanger lap p BGI Hanger I _ dQ1$t dew [ICI _, Haad r! ,atst . I 45ads TH017950 l 993 10d (2)1adxlfz 450as THF17925910 - (8) 10d (2)10dx1'l (ASOOsI SfCN972itC/R,. 115 g,/ z„ 50o0S 1FL2095__ 993 ( 10d(2}10dx1/, ,/z, 5000s THF2Q925 910 (8} tOd (2L10dxtYz g,/z 5000srSd4H2Q2t1t( R 1153 6000s TF12395 ... 1225 (6) tOd2)10dxi/z , 6000s THF23925 1275. _ (12 tOd_(2)t0dx1/2600as _SKH2320LfR 1384 (' 6S00s TFL2595 _ I 1225 __ (e) 10d (2),10dx1%z' ; 6500si THF26925 i 1275 _ AU) 1Od,(2) l0dxI'/ 56506s SKH252OLIR 1384 ( t 111 45QOSTH01711$ 1068 _ (6) tad + (2} 1adxlYi' 4500s, THF17112 i 910 (8) 10d j (2)10dx1Yz 4500s SKH1720Lfh 1434 ( 5000s TFL29118 _ 1068 (6) tad (2}tOdxi'f 5400s THF20112 91Q _ (8) tOd t_(2}tOdxil 5000sj SKH2O20L1R 1434 _( 60005 TFL231181 1237 (6} 1Qd }2)tOdxt/x 6000s. THF23118 _ 1300 (14110dr,(2}10dxtlz 11Ye :6QOps _§KH23Zgf Ii 1434 (' 6500s TFL25118_ 1237 j6 tOd_> 2)10dx1Yz 1t/6 6500S THF26112, 1 1300_.a 14j 10di_(2 tadxl,%z 6500s SKH2520L R 1434 60S TFL23118 1237 , (6} 10d- .(2)10dxiYx' 60s THF23118 1300 ,r(14) 10d (2)10dx1%: _60s SKH2320L 1434 90s T_ H0351181589 _ (10) tOd (2)10dx1Yi' 90s 1, THF35112 1612 _ I (16) 1Qd _(2)1Qdxl1/ 90S SKM9?RLlR 1900 (' 4500s- TFL1714 1325 _ (6} tOd } (2)1adx1'/z' 4500s THF1714p 1075 (12)tOdl(2)10dx1Yz j4500s1 SKFf1T24LR 1562 5000sTFL2Q14- _ I 1081 1 ( 0d : (210dx1%z 5000S THF20140 1081 . (12} lad (2 tOdxt'fz 5000s S(fN2t12e1.(R 1562 6000s TFL2314_ 1262__ (6) 1Qd j2L10dx1/z 6000s THF23140 135Q_}(18} 10dt(2 10dx1% 6QQQs SKH2324LlR 1562 14" - -t - 14" 6500s1 TFL2514 _ 1262_ (6)10d_ 2}tQdxlfz 6500s T,HF26140 1350 i(18}10d(2)10dx1Y 14 &SOOs SKN2524tIfi 1562 (' 60s TFL2314 I 1262 _ (6} 10d_j (2) IPdx1'/2' Gas THF23140 1350 _ 1(18) 1Qdl (2)10dx1Y 80s SKH232 4LIR 1562 90s THQ35140 1625 __ (12) 10d j2)10dx1Yz" 9as r THF35140 i 1650 (20) 10d J2)10dXt,Y2 , 90S SKH414Lf4 2050 ( 4500s _TFL1716 1081 tOd(2)10dx1'/ 450Qs THF17157 1475-_(24) 10d _(2} 10dxiY ,4500s SlfH1724L'R 1690 (' 5000s TFL2016 1 1087 4 (6) idd„(2L10dx1Y2" 500Qs THF20157__ „1465 __(24) 1,0d?(2 10dxtYz 500as SKH2OZ4L R 1562 16" 6000s TFL2316 4 1268 _. (6}10d(2)t0dx1'h" 16~ C6000sf_THF23160_ 1362 1(22} 10d{ 2j10dx1%' t61 Old 6500s_SKH2S4LfR 1690 6500S TFL2516 126$ _ (6) tOd 2)10dx1/2 65003 THF26160 160s TFL2316 _a 1268_ (6} iQd; (2)10dxil:' 60s THF23160_j 1362__ (22) 10d#(2)10dx1'/7 60s i SKH2?24(,(i 169Q 90s TH035160 I 1660112 t0d# (2)10dxi'/ ; 90s THF35157 1687 '(22110d1(2110dx1`%` 96s 1 SKH414`UP 2250 (: THO Double Joist BCI* Hanger dapacrty _. _. apktl t(k! Hai 450as TH03595Q 2050 __ ( ip) 5000S THQ20950 2 233 0 _ (10) 6666s THO23950 2 2825 6500s i 7° KC125950 2 2825. (10} 4500st TH035118 2050 5Q00s H020113-Z . , 2330 , 1Q) 11Ya~ I-s000s TYP_P 1s z iszs (10} s5ods t TH025118 2 2925 (10), Gas 1 TH023118 2 3212 - (10) 90s €_.13FHii198 3455. ( 10) 4500s TH005140 _ 2315 _ j12), 5000s TH020140-2 2330 (10) 14 6000s, iF1f 23fatP;2 3350 (12) 3350 (6 0 f40" 1 5a s a"NO25 z 2) 60s TH023140 2 3535 (12} 9as f3f'H7f14 3455 __ s10) 450as TH036160 2359 5000s THCi20160 2 „ 2330 (1a) 16-6000s TH0231602t 3137 r(12) BPH THE Double HD LSSH 1ing m_,_ Joist aciky ( ?iltStg Joist acttYl(mg BCI Hanger Ipp - - BC1 Hanger § pp ( J da JQl Daplh t $1 H"ad (l$ Head+Tr Dist -. 10 2210dx9Yz". 4500s! . THF35925 1370 i(12) tOd+-L2}tOdx1lx 4 OOs __La 7 i14(,, 1 10 1% ._ T 14d3 a . 16d (6) id- p5000s iNp20325 21390_ I(12) tOd} (6) 10d gy2 'SQQ95- 4 6$ (? _ 1144 . 10 1051r 7 1Qdx1',r... 9%' 16000 K:3.e_ 1144_y t0 tOS1 _7 1Qdxt z- 16d? 16000s THF23925 F1625 .__ (14) 194. 16d (6}_tOd_ 6500s THF25375 2 1390.__;(1?) 10d _ (6) tOd,_ Tt500s _ _ 1412 LO OS1 . 7 10dx1r"._. tOd,'2)tOdx1l"_ 4500r fFIF35112 1625 16 tad' 2 10dxth_ (6Q4 1 114Q 1 105(, 1 10-_- t _ _ _- _i_ __ O __ 5440$ S l4(t l 10 16d (6) 10d5000s TH 20112 2 1855 _.._ (i6) tOdf 6} tOd. 1e &QOQs L -- 1140LQ LOd<. 7 1QdX1fa,'- t6d (8)1Qd _ f,6000s HF2311-. 1855 _$(16)IQO (6) pdf§OQ H T 124Q 10 10 1 1Qdx1 : , 11 /e' H..._ 1144 16d; (6) 10d _ 6500s THF25118 21855l(16) 10d (6) 10d _ Qs _ 14 1 (1i}1_1_ 10dx1 ' 16di _(¢) 10c1- 60s_l THP23118- 2 1855 i(16} 10d} (6)tOd16S(.(110dx1e( 16dt (61..10d _ 90s_kd,D7Ptt ...._ 22_55 (16)_t6d._ (6)_10d 4QOQ.s 9.,._et 114Q_ 1 10dLOdXI ... 10d ( 10dx1'/r'_ 45QOs' THF35140 . 2320, ( 16} tOdj_(2}16dxt'f"- 5 ' 4 0 Q _ 10, xt* _. 14" C QaQ ._ .___ 114Q ._{ l0 12._; . ( s)1od 5000s TNF20140 22 2szo ( 2o)10dr (s)1oa 540Lei t- t4 1Qd 14x16d'(6) tOd f6000s TNF23f4Q 2 2540 _(20} 10di (6) 10d ¢Qs,,,. _4S __ 1140 L 6 j ,(OSIX_1..1x .. 16d5 (s) 10d- t4" 6500s Ttd1~25140 2 2500 __(20} tOd (6) 10d 0.$ _ S_.$15w_ L02Q_.' L _16 (.L2}1Qdx1Yz1_ t6d .. _(6).10d_, 60S. i THF23T40 2 2540 _ 20}_1Qd 16) 10d__ ;.45(1Qs r _ 114Q _ 14.10d 7 1QdX1'l 50Q4. ._. _1L4Q_ .1 1Qd. 14-0 16d: ( 6)10d, _ w, 9as H07140 2820(20 16d j8 tOd _ 10dr (2)10dxl %_ r 4500s THF17157-2 I 2425 r Q - 1Q - 1 1 x J"" 22) 10d (2) l0dx1 Y2 16 604L0sj , a 16d 6,tOd, 50005"« 714dLSUz_. 005 1L L4 1. _ Sldxl! 16d ( 6) tdd 16 6000Sr%HF23160 2 305a I{24) 10d ( 6) 1Qd_ _ r A ` 16d (6) tOd 8500s2518Q 2 _ 3000 (24 1ad i_ 10d _ t6d ` (6)10d 60s THP231602 3050 (z4), 1Qd (6j,VO4 .-- ,,SP Far razore info rE++ tic>+, 16di 6 10d 90s H07160 7S 24 16d` 8 10dd STRUCTURAL contact R « e a CONNECTORS' LISP Structural Connectors e ucN m ax m a at 1- 800-328-5934 or General Notes wFww.uspenr1neCtor3.C(>m Bald Italic hangers required web stiffeners. Capacities will vary with different nailing criteria and/ or TMP support conditions: contact supplier or USP Structural uois[ ` BC16 Hanger a acF[y Na"M Joist 1 BC10 Hanger CapaGty r apkQRAT Connectors for further information. al FSda W_ J.ataL> ppptp._ rtp§jT{ tp FJakq,( Rafter Capacityvalues shown are either hanger capacity values 45Qa$_ _ 4500s TMP175 12A _ 6 lad 4} 10dxt%, _ ( see support requirements below) or BCtx Joist end 5000s_11- 5000st TMP21 ..! i125 6 tOd 4lodxt'/ 2" reaGioncapaciGes- whicheveristess. 6000s _ _ ; . _ F _ _ I6000s _ 7MP23 _ 1375 _ 16 911 { 4 10dx1 2 _ All capacity values are downward loads at 100% load 4500s .__ ., _ _ 4500s° T(y1PL75 _ i150 _t 6 i, qd }„4}tQdxt duration. Use sloped seat hangers and beveled web stiffeners when 5000s j -_ 5000s, f Mp21 1,290 _ 6 10d 4 10dx1%" gClffiJoist slope exceeds %" per foot. 6000s M H2J22 1431 6 10d 4 tOdxt'/z 11 /8 ;6000s TMP23 1425 - 6} 10d.. 4} 10dxt /" Leave IN" clearance ('!a" maximum) between the end of 6500$ flfSH#22 1431 16 tOd410dx1%2 (6500sTMf}25 _ 1425 t 6 10d4)10dx1/z" 6Qsi"H12,2_. 1431 t 6 tOd 4) tOdx1Y2 60s, , .7MP29 1425 6 IOd }- 4} 14dxiY' the Supported joist and the head of the hanger. IT4 _ t@f2 , 5 1.Od; (8}JO $Qs TMP4 _ 1 1400 ._t 0 10d. 4}1Qckxl,l For BCI" Joist applications, consult USP for capacity 4500s1 H1722.. 1550 ; 6 tOd (4}tOdXt'fz" 4500s IMP175 T 115Q 6 1Qd t 4 10dx1%" reduction. 5000$ . ' 5QQQs TMP21 1290 _} 6 tad .4 iadxt/ 2" Support Requirements 14" 60005}._t15kd232 1550-_ (6 IPA- (41 1 2' 60005 T1v1P,j3 t 1525 6 14d. 4 tOrlxt " ON$ .... 5a32 1550 (6 10d , (4 10,00% 14 6540s MP25 1525 1 6 190 l 4 10dx1 /` Support material assumed to be Boise Cascade t 60s_...15H222__ 1554.- .6.10d. (4)i0dx1% 2 60s } 1MP23 , 1525 i structural composite lumber orsawn lumber 1 8 10d 4)100x1%' 90s ( 90s--,,-TMP4 418506tOd (4 10dx1' 14" (Douglas fir orsouthern pine species). 4500s 1668 (6)lod' (4)1adxlYi' 4500s TMP175 1150 6 t6d, 410dx1Y' inimumsupportwdthforsingle-and double -joist top 500osi_ 5000s TIM 21 ` 1290 6 fQd t4 10dx1Y mount hangers is 3": I'V for HO hangers). 16" z.6000Sr fi9H222,,,1668 r 0d," 4 tOdj[ t`fz -" ( 9 6004$; 17v1P23 1550 ; (6 10d 4 10dx11: Minimum support width for face mount hangars with 10d 6500__ "H322__ , .3@f8 ,,. ,'06J_114d _. 4 1Qdx112 6Ws0 _ TN1P25. t550 ., 6 10d ' 4 10dx1(i'and 16d nails is 1'/." and 2 respectively. 60$ SH2t22,_ 1712 )10d , 4 tOdx1yi' 16 60$ TM 1550 i 6 10d- 4 10clx 90 fr 4 Boise Cascade has a proven track record of providing quality wood products and a nationwide building materials distribution network for our customers, helping them to enhance their own businesses. Boise Cascade Engineered Wood Products build better homes with stronger, stiffer floors using only wood purchased in compliance with a number of green building programs. Take a moment to view our sustainability certification site at http://www,br,com1 su sta! nab i lity/ce, rt ificatio nv-a udi its/ or view our green brochure at www. ibc, cl-),nn/in st 11 Boise Cascade Engineered Wood Products throughout North America can now be ordered FSCII Chain -of -Custody (COC) certified, enabling homebuilders to achieve LEED' points under U.S. Green Building CouncilO residential and commercial green building programs including LEED for Homes and LEED for New Construction, Boise Cascade Engineered Wood Products are available as PEFCO Chain - of -Custody certified, SFIO Chain -of -Custody certified and SFI Fiber -Sourcing certified, as well as NAHB Research Center Green Approved, enabling homebuilders to also obtain green building points through the National Green Building Standard. Ram# 0 2-7ral remw.=;: Boise Ca:scade warrants its BCIJoist, VERSA - LAM , and ALLJOIST products to coniply Mth our specifications, to be free from defects in material and workmanship, and to toeet or exceed our performance specifications for the normal and expected life of the structure v then correctly stored, installed and used according to our Installation Guide. If in doubt, ask! For the closest Boise Cascade EWP distributor/support center, call 1 - 8300- 232-078841( BOISE CASCADE, TREE -IN -A -CIRCLE, BCI, BC CALL, BC COLUMN, BC FRAMER, BOISE CASCADE RIM BOARD, BOISE GLULAM, SIMPLE FRAMING SYSTEM, VERSA - LAM, VERSA -RIM, VERSA -STRAND, and VERSA -STUD are trademarks of Boise Cascade Company or its affiliates. Your Deafer is: F or i ifoi ri 1,ah,',,n' o ISP VCA 0is visitour website at www,BCewp.com Boise Cascade Engineered Wood Products 3'rezit products are on ythe begirimihg. If no dealer is listed, call 1-800-232-0788 Copyright (()Boise Cascade Wood Products, L, 1-C, 2014 ESG 08104/2015 4 112/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear• 7: d bProduct Approval USER: Public User A ,PrProSltt AQtL al Menu > ELQaWLj_qrAa& qaja0-5_q= > 812R1[ tJ4 1, > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Therma- Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants. com Vivian Wright rickw@rwbidgconsultanLs. com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect https:// www.floridabuilding,org/pr/pr_app_dti.aspx 1/3 1/2/2018 Florida Building Code Online Product Approval Method Method I Option D Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036,1 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ. Yes Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: N/A Other. See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, 150363 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 I e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036,5 for Design Pressure Ratings, any rs. f. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing Inswing (OX or XO) Configuration! Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing Inswing (OXO) Configuration Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL15-Q36- _R2 Created by Independent Third Party: Yes W8 "Non -Impact" Opaque Double Fiberglass Door - Outswing Inswing (XX) Configuration 1 . .. .... ....... Installation instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 6'8 "Non -impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions Verified By: Lyndon F. Schmidt, P,E, 43409 Created by Independent Third Party: Yes Evaluation Reports https 1/2/2018 15036.7 L, g. ClassicCraft Fiberglass Door WO "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration, Limits of Use Installation Instructions Approved for use in HVHZ: Yes Eta5_M__RZ_U__WLUr jLA-aLQ-3C-7,pAf Approved for use outside HVHZ. Yes Verified By; Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036,7 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 i h. ClassicCraft Fiberglass Door 15036.9 : i. ClassicCraft Fiberglass Door Installation Instructions W3 Verified By. Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party. Yes Evaluation Reports Created by Independent Third Party: Yes WO "Non -Impact" Opaque Double Fiberglass Door - Outswing Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036,9 for Design Pressure Ratings, any FU-5936;.13?-M—Lai EY-0,115 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. The State of Florida is an WEED employer. Z-2Qjj 51atg of ElQrin :: :: 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 sen 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 Section 455,275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addt 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 wit 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 licen! under Chapter 455, F.S., please dick tICLg . Product Approval Accepts: MUMEIM Credit Card Safe tittps:// www.floridabuilding.org/pr/pr_app_dti.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P,O. Box 230 Valuico, F1, 33595 Phone 813 659,9197 I- lorida Board of Professional Engineers Certificate of Ataboriza(ton No, 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic-C raft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing I I Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc, and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation, RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco, 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2,1,2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect, 7. Outswing configurations using coastal silt item #39 under active doors meet water infiltration requirements for"HVHZ". 8. Inswing configurations and outswing configurations using silt items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-1 5036,6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705,0 ETC-01-741-10593,0 TEL-06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Pre arm by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA 99813) 4. guality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53, Sheet 11 of 1 Testing Laborato!y Signed by Testing Evaluation Lab,,Inc, Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab,,Inc, Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E Signed & Sealed by Lyndon F. Schmidt, P.E. q 01 Lyndon F. Schmidt, P.E. FL PE No. 43409 Ile ...... 1011 311 A - 1HERMA1TRUO DOORS ZZ: er 4( 37.5' MAX. Classic -Craft. OVERALL WIDTH z z C;; 6 0 )_ z FIBERGLASS DOOR IT!= IFT-7-7=11 I F 1 3 C. 0 zo z qK0 E - 1 6 0 0. M M (L 4. INSWING / OUTSWING xi E z NOWIMPAcr' GENERAL NOTES Zvz I This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code 7 0 FBC) structural requirements including the "High Velocity Hurricane Zone'(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT'this product is requited to be protected with an impact resistant covering that complies with Section 1626 of the FBC.Id 01O0 4, When used in areas outside of the "HVHT'requiring Wind bome debris protection this product is requited to be protected with on impact resistant covering that complies With FBC Sections 1609.1.2 & R301.2.1,2. Ei 1 kj U S. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a i laCS a licensed engineer or registered architect. i doors meet water infiltration requirements7. Outswing configurations using coastal sill item #39 under active 221for"HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHr. Inswing units shall be installed (in the "HVHr') only in non,hobtable areas or at habitable locations protected by an overhang or canopy such, that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF COKTEKTS SHEET DESCRIMON OVERALL DESIGN PRESSURE (PSI) 0-1L 02124112 I Typical elevotions, design pressures & general notes SWING FRAME scS.t, N. T. S. 2 Door panel details DIMENSION POSITIVE NEGATIVE DWG, fiy: JK3Horizontalcrosssections C-. W LFS4VerticalcrosssectionsINSWING37.5" x 98.1Y +75.0 -75.0 5 Buck and frame anc: 2X buck masonry construction 6 Frame anchoring - I X buck masonry constriction OUTSWING 37.5" x 96.5" 75.0 -75.0 FL — 15036. 6 7 i Bill of Matefids & Components I s.Z I OF 7 EXTERIOR 46 iI INTERIOR HORIZONTAL CROSS SECTION XT MAX. DOOR PANE WIDTH 2 7 0 e C42)-TOP RAZE to HID r- 1,49' ---1 1,48- 40 DQQIRPA% cl E l Crass ic craft NOTE: woOD DOOR CompONENn: OAK ISG >= 0.671 45- BOTTOM RAIL k" 0— 111111%, Z o 0opqz0 C) N" o j 5 CD m ZcQ LW Uffim 2 VERTICAL CROSS SECTION t.02124112 By JK EFS Wa4 10 FL— 150.36.6 n 2 or 7 R I-11CMIN. Z, A z -A aj a. C 0. z 60n z 8 0 - .: 0 a zo 4-0, 7O 0 6 0 (L 21 INTERIOR E z1 2 16 k23 3 3 17 80 zo EXTERIOR 10 zwROR -R HORIZONTAL CROSS SEC77ON U Shown w/IX sub -buck 1- 1 /4- MIN. EMB, (TYP.) Lj:1-4 Y:5 EMB. (TYP.I D OBD C(TSYIN-K --CNPI L 7t 41 0 INTERIOR INTERIOR 2,- L z 10 EXTERIOREXTERIORCK, 100 0-TY, 021241, 2 27 SCALE, NT.S. DB OE G ey: JK C-1K, ey, LFS ri\ HORIZONTAL CROSS SECTION DPA—C 10, IJKU"V" Outswing shown - inswing FL— 15036,6 I HORIZONTALCROSSSECTIONt_ 3 Outswingshown -,ns\Anng also approved n , — a also approved ISHEET _3 OF 7 EXTERIOR iiirINTERIOR rl—"\ VERTICAL CROSS SECTION 0lvt!0wM9 - inswingoscapproveder see general notes, sheet I for"HVHr Water infiltration requirements EXTERIOR INTERIOR 2,, VERTICAL CROSS SECTION Shown wl I X sut>-buck 3 Vflll CAI.Clt EC1101NI VERTICAL CROSS SECTION at 2 c 'rr CROSS Outswing ConfTurotion OutsvAng confic-rti.n4 nerolgotes, sheet Isee,,gve, see genml notes. sheet I for w er nfiltrationfor"HVHr water infiltration requirements requirements 4'-z o:..Y, 6z V Z< 0 n-zfistit" j 0 n , zo E z on D a 0 M E z z z E 02124112_ 11 N, T, S, LF'S WING NO FL-15036,6 j MASONR OPENIN( I 2X BUCK 0 SUCK ANCHORING For DP - 48 PSF I to MASONRY TYP, HEAD OPENING JAMBS FRAME 7o- 0 2X BUCK,, MASONR 34 OPENIN( to 2X BUCK Li STRIKE JAMB FRAME ANCHORING HINGE JAMB Masonry 2X buck construction for DP — 48 PSF CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortorjoints. 2. Concrete anchor focations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, 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 TO MASONRY EDGE TO ADJACENT ANCHOR ITIN O 1/4 1.1/4" 2" 4" TAPCON ELCO , 114. 1-114" 1. 4" ULTRACON I 1. - =ce, l"end disforce, & 1"0 C. =dng Of wood screws to prevent the spfifting of —d. 0N A, A% S 2 4'.. 0 z .6, z 00 0 0 z 4 z. 0 c w 0 0 E o: 0, MASONRY TYP. HEAD IS z OPENING & JAMBS v3 Lti Xz 4 FRAME 0 C, E I- 01 MW O 2X BUCK, Ez Zd ,d 0 BUCK ANCHORING For DO > 48 PSF and DP <= 75 PSF LATCH DEADBOLT DETAIL FRAME ANCHORING masonry 2X buck construction for DP > 48 PSF and DP <= 75PSF HINGE DETAIL DA,E 02124112 SC LE, v r. s, Dwo. RY: JK Core, BY LFS DR.-G N*,: FL- 15036.6 SHEET 5 OF I MASONRY OPENING FRAM I X BU( IKEJAM$ LRAME ANCHORING Masonry I X buck constructfon For DP <= 48 PSF CONCRETE ANCHOR NOTES F, Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to morfarjoints 2. Concrete anchor Locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to -artorjoints, addiftond concrete anchors may be requked to ensure the 'MAX. ON CENTER" dimension are not exceeded. 3Concrete anchor tobfe: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT TO MASONRY TO ADJACENT TYPE EDGE ANCHOR fTw , 114- TAPCON ITW 3116- 1-114' 37 TAPCON* I oIfntairia minimum eoce, ?"end distance, & I-o.c. spacing of wood screws to prevent the solittmg of wood. HINGE JAMS 6" MASONRY TYP. HEAD OPENING & JAMBS FRAME I X BUCK TyP. ILL FRAME ANCHORING masonry I X buck construction For DP > 48 PISF and DP <= 15 P- LATCH & DFADROLT DETAIL HINGE DETAIL VA z A L) z Y-- 4( z d; 0z w tL 0 a. MC . . 6 E 0Z 2 V CLj mQ I aE: N. 7, S, ey: jK 1, sy: LFS L" G FL- 15036.6 ET - L, or -,7 BIU OF MATERIALS• G. ITEMM DESCRIPTION MATERIAL jai AA I X BUCK SG >= 0.55 WOOD ca 2X BUCK SG - 0.55 WOOD C AMAX. 1/4"SHIM SPACE WOOD y, D D 1 /,C'X 2-3/4" PFH ELCO CONCRETE SCREW STEEL T_ z 0 40 0 FE MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 0 n z 301 OR HOLLOW BLOCK CONFORMING TO ASTM, C90 2.W o Z' F I /IV* x 1-3hr ITW CONCRETE SCREW STEEL STEEL K 6 0 QG3/16"X 3-1 br PFH ITW CONCRETE SCREW HEAD SIDE 109 2 I SIDE 9 0 0 , m a: H 1/4" x 3-11/4'PFH ITW CONCRETE SCREW STEELlamb 61 o I I /,VX 2-1/4' PFH ITW CONCRETE SCREW STEEL J 1/4"X 3-3/4PFH ITW CONCRETE SCREW STEEL v tj h: K 10 X 7` PFH WOOD SCREW STEEL L 98X 2-ill" WOOD SCREW (1.15-MIN. EMBEDMENT) STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM at 9 4" X 4" HINGE .097'THK. STEEL 0 :<f fc, a: z 10 10 X 3/4"PFH WOOD SCREW (HINGE TO FRAME) STEEL 4. 63' io Zc 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL ci m 19 HEADER JAMB (PINE) SG — O 42 WOOD 31 BUMP IACI THRESHOLD IQW F101111 20 SIDE JAMB (PINE) SG — 0.42 WOOD 21 KWIKSET DEADBOLT -SIGNATURE STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 1 BUMP FACE THRESHOLD LOW PROFILE ALUM. (WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. mj 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN; . 125' MIN, THK, FIBERGLASS BY THERMA-TRU FIBERGLASS WITH YIELD STRENGTH Fy (MIN 6,000 PSI r42TOPRAIL— COMP, L 43 LATCH STILE WOOD 44_ HINGE STILE WOOD 22 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM (1.9 tbs. DENSITY POLYURETHANE CL a nz 4' oZ Z IQ TE 02124112 'z Sckf: N.T.S. owc. oy JK to HIGHWATERDAMTHRESHOLDcw, BY: LFS DRAWNG NO., T- L — 15036. 6 s. Ev __7 o, 7 31 R W R W Building Consultants, Inc. BConsulting and Engineering Services far the Building Industry C P,O Bo\ 230 Valrico, FL 33595 I'lionc 813,659.9197 Florida Roard of llrokssional Engineers Certificate of Autlion7ation No 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft' Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Cutswing I I Phone 419,298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E, (System 10 ft 1998) for Therma Tru Corporation based on Rule Chapter No, 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1, This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ), 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4, When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301,2.1,2, 5, For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8, Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036,7 for size and design pressure limitations Supporting Documents: I Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-011-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc, (CA #9813) 3, Calculations Prepared by Anchoring RW Building Consultants, Inc, (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. gualiAssurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53, Sheet I of 1 Testis g Labo[atq[y Signed by Testing Evaluation Lab.,Inc- Lyndon F. Schmidt, P.E. Testing Evaluation Lab.jnc, Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc, Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,Inc. Wendell W. Haney, P.E. Testing Evaluation Lab.,Inc. Wendell W. Haney, P.E. V, Signed & Seated by Lyndon F. Schmidt, P.E. l, Signed & Sealed I`, Lyndon by F. Schmidt, R.E. 7 Lyndon F. Schmidt, P.E. 7 FL PE No. 43409 10/ 16/2017 Classic -Craft.. FIBERGLASS DOOR W/ S DEL TE INSWING /OpU/TS/WING WON-1/YfpAc r 7 GENERAL NOTES 1, This product has been evoluated and is in compliance with the 6th Edition (2017( Florida Building Cade FBC) structural requirements including the "High velocity Hurricane Zane" (HVHZ), 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base moterlal shall be beyond wall dressing or stucco. 3. When used in the "HVHZ'this product's required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bane debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.12 5, For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. C C 6. Site conditions that deviate from the details of this droving require further engineering anotysis by a licensed engineer or registered architect. 7, Outswing configurations using coastal sill item #39 under active doors and all sills used under sideltes meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shalt be installed (in the "HVHZ") a* in non -habitable areas or at habitable locations protected by on overhang or conopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TANI OF CONTENTS SHEET# DESCRIPTION I Typical elevotions, design pressures & general notes 2 Doar panel details 3 Sidef re panel details & Gazing detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construct on 8 Frame anchoring - IX buck masonry construction 9 Bin of Materials & Components 53.13' MAX, OVERALL WIDTH -------. I I i I 4 i I Li I [[A z z z 5 I O w w I O m "> a 0. i I s a 1 t a.JvP N oz 0 o w 6; 6 ate.. U 0 Z Q Eo m O ZO 6 C W C C Z8 SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) WITHOOTSURFACE BOLTS WITH SURFACE BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 53.13" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 53.13" x 96.5" 47.0 47.0 60.0 60.0 r 02124/12 LE: N.T.S. v. BY: JK er: LFS v ' u.: FL-15036.7 E _L or 9 3 z a 4t _; 40.- EXTERIOR z° o n o I m z o z azc4E ®o INTERIOR 46 a o a ° m tq d 63 0_ 4 O 1 HORIZONTAL CROSS SEC77ON o 3 o z y 36.0' MAX. 2 O o to DOOR —j PANEL WIDTH c 2 a c EXTERIOR INIERiOR ?l L c i I -- 6.11•' ( & Z_. S e— d v as roP aArL rcft rntE n z 47 i 1.44" D — —.3(" 5 ii QO DOOR PANELLasscacrft NOTE: WOOD DOOR COMPONENTS: OAK {SG>=0.67) 45 _ z Li WE.02f24J72 i HINGE SALE d5 tfOTTOf:1 RAK sckE: N. T. S. r2VERTICAL —CROSS SECTION owG, sv: jK Cam. er: LFS. a2+wiNG u0.. c FL-75036.7 a sxifT 2 ar 9 EXTERIOR INTERIOR fORIZONTAL CROSS SECTION r-1 ACC MIN. SS THK. EXTERIOR TEMPERED GLASS AIR SPACE 1/8- TEMPERED CLASSINTERIOR CSO) 1101WE PANEL NOTE: WOOD SUEME COMPONENTS: PINE (SG — 0.421 t!) 1. Spacing for item # 18 & #29 (lite frame screws) is as folfows: From the bottom up on sides; 6.5', with 7) more spaced at 9,88" o.c. there are (21 screws both top and bottom 2.13" in from each comer. I it u ted gim W/ pvc Pie frame MIN. SS THK. 1 /8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR Z7 t': 0 _:4 C; Oz y.. om`> 01,1111 z d0 z 45 1 0 g Z,0, d 0DzM ( CL 03I z C INTERIOR 2 l VERTICALCROSSSECTION IL L 02124112 af N, T. S. BY, JK II VLFS FL - 15036, 7 1- 114- MIN. EMB. PPi SEE NOTE I SEE NOTE I INTERIOR EXTERIOR C-SINK J( TYP HORIZONTAL CROSS SECTION 2lu inswing so approved INTERIOR NOTE: 0.15* 1 . The sidefite is direct set into the CSINK iamb with (12) item #M (#8 X 7' PP.) PFH wood screw). There are (4) at each verlicof jamb from the top down at 115", 3F, 48,5" & 6/5", SEE NOTE I EXTERIOR r2-'\ HORIZONTAL CROSS SECTION 11Q Outswing configuration EXTERIOR 0.15" C'SINK TYP-) INTERIOR, r4'\, HORIZONTAL CROSS SECTION Q Inswing configuration I A IA- KAru INTER, EXTE9. j ) HORIZONTAL CROSS SECTION Q Shown WIT X sub -buck INTERIOR EXTERIOR 3 \ HORIZONTAL CROSS SECTION Outswing shown - inswing ofso approved 0 Ldl) 6z 0 z 6 m 0 n z 0 a -0 zo M 5 a CK oQ E oz C Lj ZL,Q, CtiOU EMI}. (TYP 0-TE 02124112 SCALE: N.T S, DWG, 5Y: JK rz cta. BY, LFS FL- 15036,7 s-r 4 a z C ,m bz 4 63 19 zczEXTERIOR INTERIOR EXTERIOR INTERIOR 62 60 61 VERTICAL CROSS SECTION Oufswing st:on - inswing o€sa approved 7 66 ^ 61 1 EXTERIOR INTERIOR e n n + ° 65 3 VERTICAL CROSS SECTION Outswing conryurction see generat noses, sheet i for "HVHZ' water infiltration requirements 4 VERTICAL CROSS SECTION iMvnng configuration see generol notes, sheet 1 z a. for "HVHZ' water infiltration requirements w INTERIOR " EXTERIOR 61,A 62 2: VERTICAL CROSS SECTION J Shown w(1 X sub -fuck 61 1 EXTERIOR INTERIOR Q a Q VERTICAL CROSS SECTION 5 Oufsw ng confaf on see generat no es, sheet t for "HVHZ' water infiltration requirements V, nm y z 001 a r!r!(t tt {t w ., z t o z Z Q 0 S c U cQi ci a a u I I Iz L ALE: N.T.S. s. Br: JK a er: LFS FL— 15G3&. ET 5 or 9 Q c t c t--- 41 ir aa° w x Zo K O o 3Or6 maa ti M 19 0 E °? M za SEE NOTE I a O INTERIOR EXTERIOR SEE NOTE I INTERIOR EXTERIOR EXTERIOR INTERIOR r2 VER77CAL CROSS SECTION o Shown wllXsub-buck VERTICAL CROSS SECTION SEE NOTE I1 W f)ttfstving shown - "inswing a so apora ed en• z v i6 NOTE: z i. Anchors oss'y fhru heod and g sill at a" in from each corner end. INTERIOR EXTERIOR SEE NOTE I (M , 17t 11 ' o C. 19 ----T = 4 13 VERTICAL CROSS SECTON Outswngconrzgurofion VERTICAL CROSS SECTION 6 Outswing configurof on VERTICAL CROSS SECTION r` j inswing configuration as€:02124112 scue: N.T.S. ows. BY: Jx cku. s= LFS 0,. FL-15036.7 SHEET 6 a 9 4" f MASONRY J TYP. HEAD OPENING & JAMBS 2X BUCK 4 MULLION SHOWN FOR REFERENCE ONLY BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. b 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors c 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 TO MASONRY TO ADJACENT EDGE ANCHOR ITW 114" 1-1/4" 2" 4" TAPCON ELCO 1/4" 1-1/4" 1" d" ULTRACON ITYYr—a 3/16" 1-1/4" 3" 1.1/7" TAPCON vvvvu JI.KtVV INZOALLAI;U N rvvrt.X I. Maintain a minimum 518" edge distance, I" end distance, & I" o.c. spacing of woad screws to prevent the splitting of wood. 3" MASONRY OPENING FRAME 2X BUCK ,i C STRIKE JAMB LATCH & DEADBOLTDETAX i-.— II I SEE DETAIL I TYP. HEAD JAMBS 1 JTYP. SEE DETAIL 2 FRAME ANCHORING HINGE JAMB Masonry 2X buck corstniction OUTSWING 64 INSWING 63 DETAIL I DETAIL I Attach surfoce bolt Attach surface bolt strike plate to frame strike plate to frame DUTSwING as shown (Outswing) as shown (Inswing) INSWING 65 66 64 63 63 DETAIL 2 DETAIL 2 Attach surface bolt Attach surface bolt strike plate at the threshold strike plate at the threshold Outswing( (Inswing) W'• fig` < C Zoo Z O of O O .Z m Z_ Z UhEEmoc Nou0 d OR V Y m ` cZ o i v a n HINGE DETAIL xzLD d 22O W3 QZLJcifYQ u. w c, 0 0E Y Y a a ma E:c2124112 ILE: N.T.S_ er JK ¢ V LFS 3 FL-15036.7 n 7 Or a" 6" y3 2$yt g 1 c o f (y }OU75WING `z' INSWING N: y 6 9 ib n LL rn j SEE DETAIL ! j j % •., g a m rhrt'"'it o n ° i 0t OUTSWING ( mIt o J M u LV+ a a a z o ( (,INSWING r G Z Ew = m o j _ r TYP. HEAD 8• _ 27 r\ a m 5 o c° m MASONRY JAMBS j OPENING - VV o E a g Q LATCH L DEAD90LT DETAIL 0M 7 TYP. _ X _ E0 lj a 10 c 4 — FRAMEm g 2C o cum 4L l L w c s- o ¢¢ i X BUCK -o v n n HINGE DETAIL a 67 z TYP. SILL j um' I i 6 g at Ic SEE DETAIL 2 DETAIL I DETAIL 1 2STRIKEJAMBHINGEJAMBAttachsurfaceboltAttachsurfacebolt ' 0 0 FRAME ANCHORING strike plate to home strike plate to home QCONCRETE ANCHOR NOTES: Mesonry 1 X buck consfructton as shown (Outswing) as shown (inswing) i 30 i t. Concrete anchor locations at the comers may be adjusted to maintain the min. i f c. a, edge distance to mortar joints. 65 66 i 2. Concrete anchor locations rioted as "MAX. ON CENTER" must be adjusted to I i _ ti maintain the min, edge distance to mortar joints, additional concrete anchors Q may be required to ensure the "MAX. ON CENTER" dimension ore not exceeded. I o oI3. Concrete anchortobte: s 01 z 63 $ ; Wn E 021241? 2 i a I i sc €E: N. T. S, iz63 owc, e+: JK m DETAIL 2 DETAIL 2 c x, a FS 3 E Attach surface bolt Attach surface bolt dpaawaua.: WOOD SCREW tNSiaLLaiiON NOTES: strike plate at the threshold strike plate at the threshold FL _ 150 t. Maintain a minimum 5/8" edge distance, t"end distance, 8 I"o.c. spacing of (Oung) (Inswing) o wood screws to prevent the sphtHrrg of wood. 5r£E7 2 ar 9 v ANCHOR ANCHOR MIN. MIN: CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY EDGE TO ADJACENT ANCHOR ITW , T( d" T-Ili" i TAPCON lTW 31T6" i-T(4•' 3" T•f/2" TAPC6N JK t o n yCo I •••••..... •' l4 J > 0 4 M o N z_ oEam a o r g 6 00. n 0. i a m aa e 4 d m oZ o a s oc r o 2 a` c; V a, a E Z 2 4 i I $ o v t —2.20" ao z 2.12" c., u O a h I 1( / { Oil LIII a"` HEAD6SIDE - 99 20 o(or o Jamb OLRSWING SIDEtITE SUMP FACE THRESHOLD LOW PROFILE 0 o tb II r-• 4.56" 1 4-' 1.59" _.. ...3 Spacer 2.IS --` i"'Q 2.36"--j I.6$ 5.75 a&< 4 ¢¢yy ' i N j— ( u'1 DOE'. 02124I T 2 Z Ct i 6 M i SCALE: N. T. S'. T - purr. By JK m 33 -^ - F .53" LFS ; 1 PLASTIC UP LLTE FRAME i s INSWING SIDELITE /; PCASifC UP LITE FRAME Li v SELF aDlUSFLHG SADDLE FHREHOLD °" " "a N 39 HIGH WATER DAM THRESHOLD SMC Spacer pyC FL- 75036.7 a SHEET 9 OF 9 Q atu of MATERIALS ITEM DESCRtPi'tON MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG s= 0.55 WpdQ 23 PLASTIC LIP LITE FRAME SMC SMC B 2X BUCK SG >= 0,55 WpdQ 24 i (4" INTERCEPT SPACER 5T€fC C MAX. 1!4°SHIM SPACE WOOD 25 SILICONE CAULK SILICONE Q 1(4" X 2-3l4" PFH ELCfl CONCRETE SCREW STEEL _ 26 PLASTIC LIP LIFE FRAME PVC_(_ PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI R W R W Building Consultants, Inc. BConsulting and Frigincering Services for the Building Industry C P.O. Box 230 Valirco, FL 33595 Pliotic 813 659 9197 Honda Board of Professional L%ngmeers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door wt Sidefites Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc, and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation, RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2, Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609, 1,2 & R301.2.11. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction, 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect, 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8, Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees, 9. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. TestReport No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427- 107362 ATI 67508.01-106-18 ETC- 01-741-10705,0 ETC- 01-741-10593.0 TEL- 06-1031-3 TEL 06-1031-4 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 TestinQ Laboratory Signed by Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,Inc, Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,Inc, Testing Evaluation Lab,,Inc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared b Signed & Sealed b No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Calculations Pre aced by f', Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) yndon F. Schmidt, P.E. ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quali!y Assurance Certificate of Participation issued by National Accreditation and Management a ^----.-' Institute, certifying that Therma Tru Corporation is manufacturing products C, within a quality assurance program that complies with ISOIIEC 17020 and' Lyndon F. Schmidt, P.E. Guide 53. FL PE No, 43409 10/ 16/2017 Sheet 1 of 1 Classic -Craft, FIBERGLASS DOOR W1 SIDELITES INSWING / OUTSWING WON -IMPACT'` GENERAL NOTES 1. This product has been evaluated and is in compliance With the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco, 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301,2.1.2, 5. For 2x stud framing construction, anchoring of these units sholl be the some as that shown for 2K buck masonry construction. 6. Site conditions that deviate from the details of this drowing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or of habitable locations protected by an overhang or canopy such that the ongle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF COHTENTS SHEET If DESCRIPTION I Typical elevations, design pressures & general notes 2 Dowpanel details 3 Sidelite panel details & Glazing detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2R buck masonry construction 8 Frame anchoring - I X buck masonry construction 9 Bill of Materials & Components 68. 5" MAX. OVERALL WIDTH z t? cry ILI 0 > 0 I A Z- 4 3. 6 z Az 411 Pf 1 0 ,S z c;; 6 z1tit, 0 E O o c W 6 0 a- M ( L 0 0z V SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) WITHOUT SURFACE BOLTS WITH SURFACE BOLTS 1 POSITIVENEGATIVE POSITIVE NEGATIVE INSWING 68.9, x 98.0" 47.0 47.0 60.0 60.0 1 OUTSWING 68.5" x 96.5" 47.0 47.0 1 +60.0 nL2Z2 2 WAL: N. T. S. oWs. BY JK cwBy: LFS FL- 75036, 8 SHEET I OF 9 z z 41 EXTERIOR E yJ044 t •K tt ro o 0 Z ci INTERIOR HORIZONTAL CROSS SECTION p Q m Q a 4 CZ 2 f} W03a3&C' MAX. DOOR -y- 3 PANEL WIDTH 2 2 Q c EXTERIOR INTERIOR Z c ~ a V Ni 39 Y p xi L9'•r m 2 Z TOPRAIE CATCNStiLE a N a E 4k iZ k nj !LD46 tOf 40 DOOR PANEL j a i j1 3iw z a COTE WOOD DOOR COMPONENTS: OAK (SG >=6.67) jj DATE 02/24/ 12 z scx£: N.T.S. HINGE STitE 46 BOTTOM RAIL t 2 l VERTICAL CROSS SECTION Dwc. Est C-, 8Y: IFS N Ft-15036.8 sx£e 2 or a 46 EXTERIOR 26 23 _ 9 *` t c < ., 17 m Tn} 1 PANEL WIDTH ''/! '* `\\ z d m o ' S2 ff(( !f 11%OZ D - 7. 1 Z' MAX. { D. I.O. WIDTH' INTERIOR t` o Em fi m o y j 29 SEE NOTE I 46 o o c w a2maa 1 C 1 6 t HORIZONTAL CROSS SECTION 5" GLASS - .5' GLASS BYTE _-..., BRE CL 0S 23 _-__ 1 /2" MIN. 26 1 /2" MIN. a 10 GLASS THK. 2$ GLASS FHK. rn z c; EXTERIOR ( 22 EXTERIOR Q a z 5 25 ( B.. 25?M d o < u H` € TEMPERED EMPERED Z S < r x3GLASSrGlassof EXTERIOR INTERIOR o€ a i AIR SPACE ( t 1 AIR SPACE '€ >t s ° 24 TEMPERED 24 TEMPERED ( INTERIOR GLASS INTERIOR GLASS25 IImi25 2918 # iotoj GLAZING DETAft GLAZING DETAIL 18 29 S z o G T .5 innAated glass w/ C' I .5 ir,svloted gloss w/ ( f 6 y smc &fe frame Pvc Ete frame SEE NOTE I i LL Flo ' c 1io ¢ { a 41 o0 3 a I.W F-'- y SIDELRE PANEL -~i C ! j i `E NOTE: WOOD SIDELITE COMPONENTS: PINE (SG >=0.42j 51 t z Z — v 0 l- 1 T z z NOTE: - LS3" ( - 1.53 02124112 z i. Spacing for ifem # 18 &. 929 (lite frame screws) is as follows: From the bottom up on sides; 6.5", with SIDELITE TOP & BTM. SlDELt1E SALE SCALE, N. `.5. F ( 7€ more spaced at 9.W' o.c. there are (2) screws St Rog VERTICAL CROSS SECTION G' e+: JK a both top and bottom 2.13" in from each comer. z 7 Cur, er LFS n FL- 15036.8 a st' ee- 3 av 9 SEE NOTE I 14 11 J INTERIOR EXTERIOR C'SfNK ITYP-) 1-114" MIN, i HORIZONTAL CROSS SECTION EMS. (TYP.J Inswing CSiNK C'SINK j (; SEE NOTE 1TYP-) (TYPI) M SEE NOTE I EXTERIOR SEE NOT! 2'HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 4 'OutsvAng configuration 1. 1 /x' MIN INTERIOR EXTERIOR 6' HORIZONTAL CROSS SEC77ON Shown w/I X sub -buck NOTE: 1. The sidelife is direct set into the jamb with 112) item # M (08 X 2" P9H wood screw) . There ore (4) at each Verficol iamb from the top down at 13,5', 3 1 48,5" & 66'. 0.15, CSINK TYP4 XTERIOR z S z Y.. D> Z ov 0 A 0 z C Eaz 0 0 Lj0C CzE C, Qp Of Z 0 0! SEE NOTE 1 E 02124112 4TERIOR 10 12 104 11 sc.--E N, T, S. D-G. By, jK C-, 8Y LFS r4-HORIZONTAL CROSS SECTION I t HORIZONTAL CROSS SECTION ' n Inswing configuration inswing configuration FL— 150,36.8 SWEET A- Q9Jr/77777/70M EXTERIOR INTERIOR 602 61 VERTICAL CROSS SECTION also shwon - inswing' oved 601 EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION Outswing confTurotion see general notes, sheet I for "HVHZ" water infiltration requirements v1111r111A g'—igKINTERIOREXTERIOR 4"', VERTICAL CROSS SECTION Inswing configtffation see general notes. sheet 1 for "HVHr Water infiltration requirements INTERIOR EXTERIOR 61i 62 r2 -, VERTICAL CROSS SECTION Shown wl I X sub -buck r7---7 60, EXTERIOR INTERIOR K—S SECTIONVERTICALCROSS SEC77ON 66 butswing conrykxotion see general notes, sheet I for " HvHr, water infiltration requirements z 0 0 n z 0 0 z I W 0L E0212417 2 LE N. T.S. ay: jK BY LFS FL— 15036, 8 FT 5 or i7 7 A 7 :2 Um ac SEE NOTE 1 U INTERIOR EXTERIOR VERTICAL CROSS SECTION shown - inswing pro ed INTERIOR EXTERIOR SEE NOTE I rm-' 19 3 VERTICAL CROSS SECTION 6 Outswing configivation EXTERIOR SEE NOTE I CM zn M11:10*11 r5 VERTICAL CROSS SECITON, 11-6 Outswing configuration SEE NOTE IZ1111 INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION b Shown w11 X sub -buck 0 4 1) 'A 0 0! Z z Fv 0 ZO 1 0 a G 4 O d; 0 (L 6 z E T'jCCL NOTE, I. Anchors oss'y fhtu head and Sill at 4" in from each corner end. r4'1 VERTICAL CROSS SECTION, Inswing configuration f N. T, S, 81: J)'K ey LFS 1 '503685036,8 4' 47 --4 3" ----1 ff L I' I ISEEDETAILI flfl- I TYP. HEAD & MASONRY TYP. HEAD MASONRY JAMBS J OPENING JAMBS OPENING SEE NOTE I MULLION FRAME TYP. BUCK SHOWN FOR 02X REFERENCE ONLY 0 2X BUCK-, TYP, CFSILL BUCK ANCHORING STRIKE JAMS ICONCRETE ANCHOR NOTES: I . Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortorjoints. 2. Concrete anchor locations noted as "MAX, ON CENTER" must be adjusted to maintain the min, edge distance to mortarjoints, additional concrete anchors 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 TO MASONRY TO ADJACENT EDGE ANCHOR ITW 1/4" 1-1/4" 2" 4" TAPCON ELCO 1/4 1 - 1/4" 4" ULTRACON ITW 't 3/16- 1-114- 1-1/2TAPCON WCX.)E) SCREWIN51ALLAflUNNVfU,: 1. Maintain a minimum 5/8"edge distance, I"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. O LATCH & DEADBOLT DETAIL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction fs 71 OUTSWING 63 INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) Z)UTSWING 65 66 INSWING 63 DETAIL 2 Attach surface bolt strike plate of the threshold Outswing) HINGE JAMS 63 T7 64 1 I Attach surface bolt strike plate to frame as shown (Inswing( Attach surface bolt strike plate at the threshold Inswing} 1X % Ott tv ............ V, I i rrr 6 it 1 z0 1) z zo 96 00 CD 0: a 0 z E OZ 141- nz ct 0 N4 X or com HINGE DErAtt L02/24/12 E: N.T.S. S, sy: JK 1. ey: LFS FL- 15036,8 v 7 or 9 11 MASONRY OPENING FRAME IX BUCK 4" 4" SEE DETAIL I TYP, HEAD & JAMBS TYP. TYP. SILL SEE DETAIL 2 STRIKE JAMS FUME ANCHORING CONCRETE ANCHOR NOTES: Masonry I X buck construction I . Concrete anchor locations of the comers may be adjusted to mobitain the min, edge distance to mortar joints. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be coiLated to mofntain the min, edge distance to mortarjoints, additionof 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 TO MASONRY TO ADJACENT EDGE ANCHOR ITIN 0 114- 1-114- r 4" TAFCON ITW TAPCON* 3/16- 1-1/'r 3. 1 1-1/2" T. Maintain a minimum SAr edge distance, T"end distance, & I" o.c. spacing of wood Screws to prevent the $putfing of wood. 7 0 HINGE JAMS LATCH & DEADBOLTDETAIL 603 DETAIL I Attach surface boT— stnke plate to frame as shown (Oulswing) 63 1 DETAIL 2 Attach surface bolt strike plate at the threshold OutsvAng) 44 X, z:' Lair z z z0Emitt 'Q I c; `a won50d0' 1 0vc; 63 6411' i DETAIL I Attach surface bolt strike plate to frome as shown (InTwingi 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) zz cc Lof L o Ll!: N.T.S. JK LFS FL - 1503 6.8 POLYURETHANE BILL OF MATERIALS A, ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION A I X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP SMC B 2X BUCK SG - 0.55 WOOD 24 1 IX' INTERCEPT SPACER STEEL C MAX. 1/4"SHIM SPACE WOOD 25 SILICONE CAULK SILICONE 0" D -1 /4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC E MASONRY - 3,000 PSI MIN, CONCRETE CONFORMING TO ACt CONCRETE 27 LATCH STRIKE PLATE STEEL 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28 DFADSOLT PLATE STEEL 00 0 Iffil I It 6' \"\-- on ZFI/,VX 1-3/4!'ITW CONCRETE SCREW STEEL 29 98-IOX 1-1/7'PLASCREW STEEL 0 1 1/4" X 2-1/4" PFH ITW CONCRETE SCREW BUMP FACE THRESHOLD LOW PROFILE oxSTEEL31ALUM. / WOOD z J 114- X 3-31X' PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC 9 -Boca100O K 4 10 X 2"PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. a. f T L #8 X 2-117'PFH WOOD SCREW (1, 15- MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. z M 98 X 7'PFH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS E DOOR SKIN;.] 25"MIN. THK, FIBERGLASS BY THERMA-TRUNI1X'X 2-3/C PFH IrW CONCRETE SCREW STEEL 41 FIBERGLASS 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM WITH YIELD STRENGTH Fy (MIN) 6,000 PSI 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 9 W' X 4 HINGE .097' THK STEEL 43 LATCH STILE WOOD 10 4 10 X 3/4" PFH WOOD SCREW STEEL 44 HINGE STILE WOOD I I 3/8"X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP, 12 #10 X 1-3/X'PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) Z en Qo141" L. X .04Cr DIA. BRAD TRIM NAIL STE EFL_ 50 SIDELITE PANEL - SEE SfDELfTE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDELITE SPACER PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. 16 OUTSWING SIDELITE SPACER PVC 52 SIDELITE STILE 17 KWIKSET PASSAGE LOCK - SIGNATURE SERIES EL 1/2"SURFACE BOLT SPACER STEEL 18 #6-18 X 1-3/4" PFH SCREW STEEL 61 IVES SURFACE BOLT #454 8,0"_L._X .25"THK. STEEL STEEL 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L. 1-9 HEADER JAMB (PINE) SG >= 0.42 WOOD 62 STEEL 20 SIDE JAMB (PINE) SG >= 0.42 WOOD 63 SURFACE B LT STRIKE PLATE STEELALLY 21 KWIKSET DEADBOLT - SIGNATURE SERIES (780 STEEL 64 #10 X 2-1/2- PFH SCREW STEEL 22 1/8 THK. CELLULAR GLAZING TAPE 65 3116'X 2-1/4" PFH ITW CONCRETE SCREW STEEL 66 3116'X 2-3/4" PFH ITW CONCRETE SCREW STEEL 4" PFH ITW CONCRETE SCREW STEEL4.W Eo Z2,20' 0 22jli1 4,&T HEAD & 1111DE20 rf, jamb 16 _OUTSWING IlDlIfffFE SUMP FACE THRESHOLD LOW PROFILEM (31)— D4.56' 2.59" Spacer 2,36" 1,68r c, 1.68, - 2.14- 1.6r --i z cli D.TE: 02124112 'z NT. DWG BY. JK m cw By L —rs 0.53 PLASTIC UP LITE FRAME (yfNSWnlNG lIDELMffE C UP LITE FRAME FL- 15036.8 PSELFADJUSTINGSADDLETHREHOLDSmC Spacer 33) [a SHEET _ L OF R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry P 0, Box 230 Valrico, FL. 33595 Mimic 3 1 -1659 9197 Florida Board of Professional Engineers Certificate ofAuthorization No, 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Crutswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F_ Schmidt, P.E. (System ID 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method I D of the State of Florida Product Approval, Department of Business & Professional Regulation, RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ), 2, Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1,2 & 13301,Z 12 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees- 9. See drawing FL- 15036,9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705,0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laborato Signed by Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc, ETC Laboratories ETC Laboratories Testing Evaluation Lab.,Inc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, R.E. Sioned & Sealed by Lyndon F. Schmidt, P.E_ Signed & Sealed by Anchoring RW Building Consultants, Inc, (CA #9813) Lyndon F. Schmidt, P.E. 4. Qualitv Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEG 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE Na_ 43409 10116/2017 Sheet 1 of 1 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by fiLm, y 0909 Classic -Crafts, FIBERGLASS DOUBLE DOOR INSWING /OpUTSW rINGreNON-IM Ac r GENERAL NOTES I . This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC} structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shalt be beyond wall dressing or stucco. 3. When used in the "HVHT' this product is required to be protected with on impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5, For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by o licensed engineer or registered architect. 7. Outswing configurations using coastal sill Item 939 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using silt items #31 & #33 under the octve door do not meet the water infiltration requirements for the "HVHT'. Inswing units shalt be installed (in the "HVHT') only in non-hobitabte areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTION I Typical elevations, design pressures & general notes 2 Dao panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck anchoring 6 Frame anchoring - 2X buck masonry construction 7 Frame anchoring - I X buck masonry construct*n 8 Astrogoi details 9 Bill of Matedols & Components 74.5" MAX. OVERALL FRAME WIDTH -- 1 t i i 1 z z j = 1r 0 w i a Y d v a YCd ref a da I i r C -- lit SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) WITHOUT SURFACE BOLTS - WITH SURFACE BOLTS POSITIVE- NEGATIVE POSITIVE NEGATIVE INSWING 74.5" x 98A" 47.0 47.0 60.0 60.0 OUTSWING 74.5" x 96.5" 47.0 47.0 60.0 60.0 wTE- 02124 12 sME: N.F.S. owc. BY: JK CHK. By: LFS FL-t5036.9 0 1 or 4 4i : QAi' • ' r ,nw EXTERIOR 42 = u%i 6 Nc Cj Y i j ? a r 44 . •••••. • 9 : m U oNQ a Z Z C INTERIOR d6 0 ro h a It Vfn 5 Cm maae s 4 . I HORIZONTAL CROSS SEC77ON E a Z 36. 0" MAX. DOOR a f PANELWIDTH w % 2 a j ® EXTERIOR INTERIOR a 4. 11-- W [ c t s a E Z Q Z i 9 -- T v a d1 @TOP RAft d3 GtiTCH SERE v a 8 v N Y z HIEIIRoa c l J 0 40 DOOR PANEL I n Ctas bC croft _ lz NOTE: WOOD DOOR COMPONENTS: OAK (SG >- 0.671 4 — aE: 2f24/t2 i HfNGE5Ti[ E d5 BOTTOMRAtt SCALE: N.T.S. 2 VER17CAL CROSS SECTION owG. Br, 2 JK c+ , 61: LFS } FL— T5036.9 N v SNEE? 2 Cf 9 z 1 2 1-114- NUN, -A EWM B. ("Ty P.) Z• 6 .,. < c A 13 41: 0 oi z< M 20 z M M lk% zo C; 6 0 z ps c cc aw INTERIOR CD 21 0 671E3 S c 3r0z LL- A 3,) 3 4 17 3 EXTERIOR 9 100 1\ :!5 N t rE - 61 : t HORIZONTAL 7CROSS SECflON o/Xb- buck 6 EMB. (TYPI 6 EMB(lvpl K3 4 NY"S 4 ,A4 UF —7-1— C'SINK C* S;NK — z ryp.) (TYP4 z 8 7 7 INTERIOR 7 INTERIOR to EXTERIOR 10 EXTERIOR K Z' as Ott toA- 2f 1-2124112 z 31 elN, T, S. 10 6E D- G, JK E CW. BY: LFS F HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION DUWWG NO.- wn - inswing =swngr= n - 4,swing FL— 15036.9 O'uts%dngshown - hswing lusotswapnpgr=d Opp Iso approved SHEV3OF Z INTERIOR I ", VERTICAL CROSS SECTION Xngosh - inswing see general naFez, sheet t f<uiiVFiZ' water ,ton 6 64 63 n62 T,4k, 8 7 EXTERIOR INTERIOR INTERIOR EXTERIOR UA 8 , 7 64 40 i611 Aczq --062 32 zL4( 63 7 VERTICAL CRASS SECTION 4 Shown wfIX sub -buck see gen6rd noTes, sheet I for"HvHr water infiltration requxements 6z I I !lHoil C, C, 02124112 LE, NJ.S. JK T5036,9 ET 4 o: g 4" Vw- I /••'• J O D M Imo' .. ... `\ j if Iltt - U N .. zDo TYP. HEAD n e E w z m a ti 8. JAMBS a 0, o c CL MASONRY OPENING ? q z CC f ASTRAGAL ( z SHOWNFOR j u REFERENCE jg n a ONLY . 2X BUCK-' a •e p o ji a a{ r 4 n v I o 0 4 pzo a h CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. BUCK ANCHORING ` I edge distance to mortarjoinfs. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to n t = maintain the min. edge distance to mortarjoinfs, additional concrete anchors i' may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: 2 z fat u sE 02124112 z ITW I L-1 Z. SEE DETAIL L MASONRY r— TYP, HEAD OPENING & JAMBS ASTRAGAL SHOWN FOR REFERENCE FRAME ONLY 0 0 2X BUCK SEE DETAIL TYP. SILL FRAME ANCHORING Masonry 2x buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAMS CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted os'*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. 1 Concrete anchor table. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN, CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITIN 1/4- I J/ 14r 2" 4" TAPCON* ITW 3/1 V 1-1/43* TAPCONO 1. Maintain a minimum 5/8'edge distance, I" end distance, & I " O.C. spacing of wood suews to prevent the sp9fting of wood. 7,5' MASONRY TYP, HEAD OPENING JAMBS FRAME 2X BUCK, SEE DETAIL - 2" 63 DETAIL I Alla h as" acebolfsertesro,eas shown (Outsw(ng) 63 65 66 PtEAJi 2 Attach surface butt strike plate at the threshold out- 191 i 6' rr SEE DETAIL ASTRAGAL SHOWN FOR REFERENCE ONLY E 0 TYP. SILL FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6WSF 63 DETAIL I Attach pstrabolt'ol/surface bolt strike plates to frome as shown (IrTmngJ 64 DETAIL 2 Attach surface bolt strike p4ote at the threshold Ins- r,g) HINGE JAMB LATCH & DEADSOLT DETAIL 0 o S - 3. C; eq &Sri Z' zt rrr Z 00 0 It 0 n -Z a gEaz 0z 0ct Q LI: Z O O FL- 15036. 9 rr -L 0, 7.S --j I F IE 1 SEE MASONRY TYP. HEAD OPENING g JAMBS 11 ASTRAGAL SHOW E j REFER ONLY i UCK, F SEE DETAIL TYP- - 2•• t SELL t t r iJt r r REFERENCE FRAM iXB 6 DETAIL 1 N FOR f- r, U O FRAME ANCHORING Mosoroy I X buck construcfion for DP « 48 PSF ASTRAGAL STRIKE JAMB CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to modarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortar joints. 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 TO MASONRY EDGE TO ADJACENT ANCHOR ITW ffi 1(4" 1-1/4 2" 4" TAPCON tTW 3116" 1•i14" 3" 11J2" TAPCON® vYI.iVG JC.RLYY tIVJfIICC.IlefVfY eYVvw. I. Maintain a minimum 5f8'edge distance, I" end distance, & P' o.c. spacing of wood screws to prevent the sp6tfing of wood. 7.5" -•-' Qom; `•" t ' n t t f t" z iSEEDETAIL rrrt v z m o n' MASONRY TYP. HEAD 1" - Ir ttt zo g ' ? ° ZO d OPENING JAMBS N d a ASTRAGAL n p zZ SHOWN FOR E p FRAME REFERENCE ONLY f_ mo IXBUCK -t t P• SEE DETAIL -,, SELLrim 3z 0 oo s FRAME ANCHORING Masonry IXtwckconshuctian HINGE JAMB a at I for DP > 48 PSF and DP <= 60PSF fE 67 Z 63 r DEFAfE t DETAIL I Attach astrogottsurface bolt Attach as rogai(su fore bolt strike plates to frame stake plate to frame as shown (Outswing} as shown pnswing) 63 65 66 64 G 63 DETAIL 2 DETAIL 2 Attach surface bolt Attach surface bolt stake plate at the threshold strike plate at the threshold Outswing) (Inswing) LATCH d DEADBOLT DETAIL se. N.T.S. eY: JK e+: LFS WWG wo.. FL-15036.9 e 7 or 9 R%4f Y' Z •' fib .,Z a, Q v wi ''• B ro oZ On Z y U N C U O Z Q t m m a a . y- -- # 8.88 --- ---- - # 8.38" -- 20.63" -- - — - # 8S• 14.38 E `o i io3: a7 33 Tva. a c o j3 Tvc. era. 13 5 aj z ccv sI of I al ilj 6 Q.S 4.5 `ice_ i k r J J .Jj 1f j- — - - 3. 25" 3.25 7• 0. 75 z I ( w o SEE NOTE 1 { 3) h1 fia o4 as 1^ h ASTRAGAL DETAIL - z, NOTE:- TE: 021241172 i E 1, THE ASTRAGAL BOLT NASA. 3" THRCJW AT THE TOP AND stxe: N.T.S. -' THE BOTTOM. avc. BY: JK CwX. ar; LFS 3 bWWSJL w3.: N FL- 15036,9 Q N sxerr $ OF 9 N4 z o 2.36- 19 0 A SIDE20HJambJamb fit`` z 0O z 0 N .: zo 3 Ew 5 'cw 6 if T E Z BIU OF MATERIALS fTEM DESCRIPTION MATERIAL A I X BUCK SG — 0.55 WOOD B 2X BUCK SG - 0,55 WOOD C MAX. IMCSHIM SPACE WOOD D 1/4!'X 2-3/4" PFH ELCO, OR ITW CONCRETE SCREW STEEL E 1301 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4" X 1-3/4"fTW CONCRETE SCREW STEEL G 3116'X 3-1 IX'PFH ITW CONCRETE SCREW STEEL H 1/4" x 3-1 /N'PFH ITW CONCRETE SCREW STEEL I I X X 2-1/4"PFH ITW CONCRETE SCREW STEEL J 114!* X 3-34'PFH ITW CONCRETE SCREW STEEL K 10 X Z'PFH WOOD SCREWoSTEEL L 8 X 2-1 /7' PFH WOOD SCREW (I. I 5'MIN. EMBEDMENT) STEEL R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C 11,0, Box 230 Valrico, FL 33595 Vlkoac 8 13,659.9197 Florida Board of Professional Engineers Cenificate of Authorization No 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419.298.1740 Non-Imeact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc- and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method I D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco, 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1 .2 & R301,2.1,2, 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction, 6. Site conditions that deviate from the details of drawing FL-15036.10 require.further engineering analysis by a licensed engineer or registered architect, T Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for"HVHZ", 8. Inswing configurations and outswing configurations using sill items #31 and 933 under the active door do not meet the water infiltration requirements for the "HVHZ", Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036,10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTSO0001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705,0 ETC-01-741-10593.0 TEL-06-1031-3 Test Standard ASTM D1 929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TestiLkq_LLboratory Si_ fined by Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,Inc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P,E. 2. Drawing No. PreRared by Signed & Sealed by No. FL 15036,10 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Calculations Pre armed RW Building Consultants, Inc, (CA #9813) Anchoring Lyndon F. Schmidt, P.E_ ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. 4. guaLit Assurancey_ Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and FL PE No, 43409 Guide 53, 10/16/2017 Sheet 1 of Classic -Craft, FIBERGLASS DOUBLE DOOR W1 SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (20171 Florida Building Code FBC} structural requirements including the "High Velocity Hurricane Zone" (HVHZ), 2, Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing or stucco. 3. When used in the "HVHr'this product is required to be protected with on impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHrrequiring wind bome debris protection this product is required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 & R301,2.1.2. S. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal Of item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. lnswAng configurations and outsing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the'*HvHr. Inswing units shall be installed (in the "HVHtl only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to A is less than 45 degrees. TABLE OF CONTENTS DESCRIPTION I Typicol elevations. design pressures & general notes 2 Door panel detailsFSHEET# 3 Sidelite panel detaffs; & Gazing detail 4 Horizontol cross sections 5 Verticof cross sections Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame onchoring - I X buck mosonry construction 9 Astrogal details 10 Bill of Moterials & Components 2 0 00 m zz r, VI 4t E2 0 0 Lj SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) WITHOUT SURFACE BOLTS WITH SURFACE BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 105X x 980 47.0 47.0 60.0 60.0 OUTSWtNG 105.5" x 96.5, 1 47.0 47.0 60.0 1 60.0 11:1110 Ric z7w a t 2 jscKE N,-,,S, I IDWG. r jK ICHK, SY; L F+S FL- 15036, 10 CIT 1 OF 10 00 40 l EXTERIOR 42 z *'7Nia 404 Y• y c n O n z S (} N .• z d Z U INTERIOR q O m r m a a 0 HORIZONTAL CROSS SECTION g E _ Z 36.a' kax. 2 S a DOOR --! PANEL WIDTH i i I 6 EXTERIOR INTERIOR j o 30 u oI o t i m l 0 2 42 iOP RAft CATCH ST10E o c I a a! zaDID 1 DOOR PANEL O Cbssic Graff ! ws i NOTE: WOOD DOOR COMPONENTS: OAK (SO 0.671 t i ZU D. TE:02124112 ° HINGE SACS 45 BOTTORt RAr[ scA; E: N.' S. 2 ` VERTICAL caass secTroN D,G B JK 2 CHK. By LFS, GRAWWG Wj.: a FL- 7503b.10 e SHEET - L 6F I 13.7 PAN( 7, D,L NOTE: WOOD SIDEUTE COMPONENTS: PINE (SG Iz 0.421 1, Spacing for item 418 & #29 (lite frame screws) is as follows: From the bottom up on sides: 6,5',,AMh 7j more spaced of 9.88" o.c. there are (2) screws both top and bottom 2, 1,T'in from each corner. EXTERIOR 1KITrDI(-1D ORIZONTAL CROSS SECTION q. l_l G Cf MIN. SS THK. EXTERIOR TEMPERED GLASS AIR SPACE I /F TEMPERED GLASS INTERIOR 51 Sgan TOP & gThL GLAIINO DETAX G1 5 insulated gloss pvc lite frame MIN. SS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8- TEMPERED GLASS Av 0 z 010-00 Z 000 on..z a 1 00't 060" D 'T E. gO0, EXTERIOR INTERIOR K-2 -1 VERTICAL CROSS SECTION wj WEt 02124112 sctE, N. T.S. DWG. sr: JK C'. 9, bl: LFS DRAWING . 0, FL- 1,5036. ?G SHEET _ 3 -of 1rJ r2 Y 1_1 2 Jr Jr SEE NOTE 1 If INTERIOR v 77"1 EXTERIOR C'SINK TYPI I HORIZONTAL CROSS SECTION 111 EMB, (TYP.) oshown - inswing c"',' ved 54 3 NOTE: 1. Tice sidelite is direct set into the jamb with ( 12) item #M (#8 X Y'PFH wood screw). There are (4j at each vertical jamb from the top down of 13.5", 31", 48. 5" & 66'*. INTERIOR EXTERIOR HORIZONTAL CROSS SECTION 0 - inswing also approved HORIZONTAL CROSS SECTION 4Outswing configuration INTERIOR i - I le WN HORIZONTAL CROSS SECTION Shown wl I X sub -buck OTE 1 0.15" CSINK TYPI.) EXTERIOR () INTERIOR 6 n W, s . Av Q Z 0 0 0 0 as 0 z 0 E 5 6 0' a. M E* z Overt R In, 11 iU SEE NOTE I HORIZONTAL CROSS SECTION Inswing configuration TE. 02124112 U N, T, S. lK IF-' FL- i 5036, 10 1 EET 4 Cl _LO 1, z 71 z 1 VERTICAL CROSS SECTION Outsrg shwon - inswing also Pgrovea see general notes, sheet I for imlwr water infiltration requirements 61 EXTERIOR INTERIOR see ginerd motes, sheet I for 'HVHr Water infiftration requirements INTERIOR -.v EXTERIOR 61 62 VERTICAL CROSS SECTION Shown 1-1/lXsub-buck 61 z -fz EXTERIOR INTERIOR 4K cC, z 0, lift it On z 0 0 xz 6 0 z ujXL xLL N.T.S. eG. BY JK LFS A..G .0 FL- 1 5036.10 EET 5 V L0 tnZa 5:a--- mfIVSEENOTE I EXTERIORINTERIOREXTER-1-OF I '\, VERTICAL CROSS SECTION quts b n Itso g s:wn -inswing c 0(0 INTERIOR EXTERIOR SEE NOTE; (-M"l N) IL , 4 3, VERTICAL CROSS SECTION 6 OutsvAng confgurafion EXTERIOR SEE NOTE 1 it INTFRIOR VERTICAL CROSS SECTION Outswing confgurotion SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION Shown w1l X sub -buck V, z AlI- z eo z 5 cz NOTE: 1, Archos ass y thrL head and sdi at A" n from each comer eno. VERTICAL CROSS SECTION inswing confWation 0 Z 0, NE, N.T.S. IG ey: JK k py, FL — t50-16, TO ch, 6 or 10 z z 7 i I t I i i TYP. HEAD MASONP MASONRY JAMBS OPENIN( OPENING ASTRAGAL AND MULLIONS FRAP SHOWN FOR REFERENCE 2Y BUCK-,,, ONLY 0 2X 8 BUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints, 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min, edge distance to morfarjoints, 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 TO MASONRY TO ADJACENT EDGE ANCHOR ITIN 1/4- 11. 1 /4" 2" 4- TAPCONO ELCO 1/4- 1.114" 1 4" ULTRACON TW S 3/16- 1-114- 1-1/2" TAPCON 1 1 W(JUU X-KtW W4.31ALLAIKIN NyFFCY 1. Maintain a minimum 5/8"edge distance. 1"end distance. & 1"o,c. spacing of wood screws to prevent the splitting of wood. ASTRAGAL STRIKE JAMB 3 3- SEE DETAIL TYP. HEAD i JAMBS ASTRAGAL SHOWN FOR REFERENCE tE M TYP. j ONLY 0 ii JCK TYP. SILL SEE DETAIL Attach astragallsurfoce bolt strike plates to frorry as shown (Outswing) 63 65 66 DETAIL 2 Attach surface bolt strike plate of the threshold Outswing) FRAME ANCHORINGHINGE JAMB Masonry 2X buck construction 63 DETAIL I Alto = sgfaI/surfoce bolt es to frame as shown (Inswing) DETAIL 2 Attach surface bolt strike plate of the threshold Inswing) 28 L C27 LATCH & DFADBOLT DETAIL HINGE DETAIL L G- TE; 02124112 SCYLE N, T. S. CWG, BY, JK CW. ey: LFS a FL — 15036, 10 S- EET 7 or 10 a 5 z E 4: ` a z o n ri z d '!!! t ` 8 m o t t alt n „z O m a MASONRY { 4 _° m OPENING 28 a o z° a ro I _ Y X nZ Q `3 m FRAME v, a z27 `c'% 4 32 rna IXBUCK € ¢ LATCH & DEADBOtT DETAtL a, g vi p ( w 4 m jy m m 10 z HINGE JAMB ASTRAGAL STRIKE JAMB FRAME ANCHORING Masonry IX buck construction HINGE DETAIL F [ CONCRETE ANCHOR NOTES: [ < ( ! a. Concrete anchor locations of the comers may be adjusted to maintain the min, edge distance to mortarjoinfs. 2. Concrete anchor focofians noted as "MAX. ON CENTER" must be adjusted to 67 i maintain the min. edge distance to mortarjoints, additional concrete anchors 631 "' w may be required to ensure the "MAX. ON CENTER` dimension ore not exceeded. 64 f 63 65 66 3. Concrete anchor table: z 1 N - U o a E: 02124112 i 63 I f G 64 63 s<. F N.T.S. 2 By "K ¢ DETAIL 2 DETAIL 2 DETAIL i DETAIL t CW, ar. LFS 3 Attach surface bolt Attach surface haft Attach astragal/surface bait Attach astragal/surface bolt 0a .0 z WOOD SCREW WSTA£ LA€fON NOTES: strike plate at the threshold strike plate of the ttrreshold strike ptates to frame strike plates to frame i. Maintain a minimum 5/8" edge distance. I"end distance, & I"o.c. spacing of (Inswing] (OutswfrtgJ as shown (Inswing) as shown (Outiwing) FL- # SC36. € G wood screws to prevent the spfitiing of wood. S.Es* 8 or 7 6 3 SILL t / SEE DETAIL l t_ SEE pEiA( C TYP. HEAD !i 8 JAMBS f t, iI t_ ASTRAGAL SHOWN FOR P• REFERENCE ONLY it f I fi Tti P. ANCHOR ANCHOR MfN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT i0 MASONRY TO ADJACENT EDGE ANCHOR trx tla" t- tlr Y a" TAPC6N tTW ® 3!! 6" S• 1(4" 3" t•t/2" TAPCON z J 0:06 0 Qc zz 0 W zPIR tit"'i, 0 z 0 X. zo cw 6 0 (L ID (L t 16.88" 18,39' 20.63' 18,5- 14.38" Vo 10 Ojz jg TYP. TYP. Typ. 13 ES m ES of 45 4,5' 3,25125' i 2- 0. 7Y 0.75' 1 6i WWI z SEE NOTE 1 3 ne Is, AsTRArmDErAx 71-gal 1 ZI NOTEOATE: 02124112 1. THE ASTRAGAL BOLT HAS A S' THROW AT THE TOP AND SCAU N. T, S. THE DWG. Lll: JK BOTTOM, Cw, sy: LIS DRAV" NO,: FL- 15036. 10 SHUT 3 OF 10 d 1:ti n 4O Q'• o w q mom m N y „ O °n ° Z 0 , Z °=CaaEmmoS C yroj60 a maa E oZ o coaBJCC OF MATERIALS Z"„ j' y t U.:j Lh Z om i /``•. 17/ f flRt d6 a a tO o r zo 5( ao Uj K 0of zl a a; a Im b € o bI € v I 1 aibt O I o o (of i r¢° po _ 5 4. 56' _ F--- 2.12 T n'' TIC! 6 1 19 20 HEAD d STDE L6 OtlFSWING SIDEtliE 'UM' FACE TKRESHOtD LOW PROFILE tomb spocer 31 2. 59' -- -r M — 2.15 - -{! _— 4. 56" -----...j -•- 1.68 --^.i i"— 2.1 a" —+-? .-. t--- i b$" --` i i-• 5.75" 91 '-- 0. 53" - , - 1 PLASTIC UP UIE FRAME INSWING SIDELI f UP Uff FRAME 39 KIGH WATER DAM iHRESNOLD 23 SMC 15 Spo er I6 PvC 33 Sftf ADIVONG SADDLE WRfHOLD oIATE: 02/24/12 i scxe: N.T.S. FL- 15036. 10 - scr 10 ov 7 0 LIEN DESCRIPTION MATERIAL ITEM t}fSCRfPTtQfY MATERIAL A I X SUCK SG y= 0.55 WOOD 21 KWSKSET DEADBOtT - SIGNATURE SERIES (7} STEEL B 2X BUCK SG y= 0.55 WOOD 22 1!$ THK. CELLULAR GLAZING TAPE C MAX, ! (4" SHIM SPACE WOOD 23 PLASTIC LIP LITE FRAME (SMC} PVC D t!4" X 2-3(4` PFH EtCO CONCRETE SCREW STEEL 2k t (k" INTERCEPT SPACER STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACi 30tORHOLLOWBLOCKCONFORMINGTOASTMC40CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAM€ PVC PVC F i!4" X t-3(4" ITW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL G 3l16" X 3-i(4" PFH ITW CONCRETE SCREW STEEL 28 DEAD$OLT PLATE STEEL t ( 4" X 2-1(4" PfH ITW CONCRETE SCREW STEEL. 29 Kk0 X 1.79" PT THREAD MAJOR DCA. 4.OMM SCREW STEEL t jk" X 3-3(4" PFH ITW CONCRETE SCREW STEEL 3I BUMP FACE THRESHOLD LOW PROFILE ALUM. !WOOD L X 2-t/2" PFH WOODSCREW t.i5' MIN. EMBEDMENT) STEEL 32 DOOR $OiidM SWEEP PVC M 8 X 7' PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. N t! k" X 2-3(4'" PFH il'YJ CONCRETE SCREW STEEL 34 HIGH WATER DAM THRESHOLD ALUM. I HURRICANE ASTRAGAL ALUM. 40 CLASSIC CRAB DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 2 ASTRAGAL STRIKE PLATE kt DOOR SKIN; .i25" MkN. THK, FIBERGLASS $Y THERMA-TRU WITH YIELD STRENGTH Fy (MIN.} = 6,000 PSI FIBERGLASS 3 ASTRAGAL FLUSH BOLT 4 ASTRAGAL FLUSH $OLT RETAINER STEEL ALUM. 42 TOP RAIL COMP. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE wddb LONG REACH COMPRESSION WEATHER-STRIP FOAM 4k HINGE STILE WOOD 4 k" X 4" HINGE .04T THK. STEEL k5 BOTTOM RAtt COMP. 14 i0 X 314" PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM (1.41t>s. DENS POLYURETHANE t 3($" X 3!$ QUARTER ROUND FINGER }dlNTED PINE WOOD 50 SIDEtITE PANEL - SEE SIDELiiE PANEL DETAILS SHEET FOR DETAILS i 2 10 X t-314" PFH WOOD SCREW STEEL St SiDELMTE TOP i[ BOTTOM RAIL COMP. t3 t0 X T-i (T' PANHEAD SMS STEEL 52 SIDELtiE STILE WOOD - 1 k t" C. X ,04G' bIA. BRAD TRIM NAIL STEEL b0 t!2"SURFACE BOLT SPACER STEEL 15 INSWING Stt3Et€TE SPACER PVC bT iVES SURFACE BOLT #454 $.0" L. X .25" THK. STEEL STEEL t b dUTSWENG SIDEiiTE SPACER PVC 62 i (4.20 SEX BOLT W! t (4-20 FEMALE END X €-3(4" C. STEEL i 7 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL t$ 6- 1$ X i-3(k" PFH SCREW STEEL 64 i0 X 2-t/2"PFH SCREW STEEL i 4 HEADER JAMB PINE} SG >= 0.42 WOOD 65 3/t b" X 2-i/4" PFH ITW CONCRETE SCREW STEEL 20 SIDE } AM$ PIN€ SG y= O.k2 WOOD 66 3!t b" X Z-3l4" PFH ITW CONCRETE SCREW STEEL 67 3l i 6" X 3-3/k"PFH ITW CONCRETE SCREW STEEL 1/2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map dProduct Approval olb6L*"%) r USER: Public User PEQdQgj AoDroval Menu > Product or Annl!CALi9-n-5-ed-rmh > AP2LL0jLQ-n-Li$t > Application Detail FL # FLI5332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method slandard AAMA/WDMA/CSA I0I/I.S.2/A440 Method I Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https:/twww.floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDqtH8572qvdWldku3BmvbCOTFy`/`2fAGnRwpRXRfEB7u42Zdg%3d°/3d Y&M 2008 1/3 1/2/2018 Florida Building Code Online D L Date A- Approved L 5 m P e 3 3 A m it P 5 -- 2 Date Approved 10/10/2017 rkirnmo of P'W'u-cts Fl. # Model, Number or Name Description 332,1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4'WO" NOW REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Imp" Impact Resistant: No Created by Independent Third Party: Yes igDesgn Pressure: N/A Evaluation ReportsDesign rOther: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE R IJINGS yWjWpngjnjQrgPa", As M004 Q Se 4!0"'A ,Sdf, 31, ke Rk tt*Num 1, P Si3O REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No EL15212-R4j1MA2248Cj2d-f Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE I FL15332 R4 AE 512968C.odf REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332,6 SERIES 420 REINFORCED ALUMINUMISGD Installation Instructions FL15332 B4 11 08-02250C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 B4 8E Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" 1-1--------.1- Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 11 08-00499E.12df Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE EL15332-B4-AE-51M-W.pdf RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 If 08-00501E.Dd Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE EL15332-R4-AL-UDB03P-W r] 1/5/2018 I ..... ------ ---- 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Ins Approved for use in HVHZ: No E1.L5332—R4_1L Approved for use outside HVHZ. Yes Verified By: Luis Impact Resistant: No Created by Indel Design Pressure: N/A Evaluation Repi Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE RATINGS created by indel 4 Yes fgDjdq_Vs :: 2601 Blair Stone Road. Tallahassee FL J2399 Phong; $5Q:427z1M The State of Florida is an AA/EEO employer. Copyriabt 2007-2013 5tatg oLELQCiAd, :: Privagy Statement :: Accessibility Statement, :: 8gbjng_5_ULQmtU 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 sen 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 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds 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 wi 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 licem under Chapter 455, F.S., please click ham_. Product Approval Accepts: MWAXE:m Credit Card Safe https;llfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqtH8572qvdWldku3BmvbCOTFy`/`2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED, TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL. EXTRUDED ALUMINUM, 6063-75. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRF12 FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/ 16- OR GREATER -OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9, DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO — OVERHANG LENGTH/OVERHANG HEIGHT FOR ANCHORING INTO WOOD FRAMING OR 2X SUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 11. FOR ANCHORING WO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11 ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A- WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 S. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI, C, MASONRY STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I (OR GREATER). D. METAL STRUCTURE. STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, PX I TABLE OF CONTENTS i SHEET NO.1 DESCRIPTION 1 1 NOTES 2 3 ELEVATIONS 4 10 INSTALLATION DETAILS A ADDED CHARTS 03/05/12 R.L 8 REVISED PER NEW TESTNC 10/29 13 RL. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSMLADON DETAILS 07/30/15 R.L. 1: REVISED INSTALLADON DETALIS 06/20/17 R.L. SIGNED, 0612012017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET R. Lo GRATZ, PA 17030 SERIES 420 SGD 96' X 80" NON —REINFORCED NOTES TTAil 0 DRAW' awc ND. y F.A. 08-00498 0NAl_ 11/1111110\1 Lois R. Lomas P.E. I FL No.: 62514 ScAl NTS OCE 02/23/09 1-1 OF 10 L. ROSERro Lows P.E. 14= WOODFORD RDLEWSVUE, NCZ7= 4a4,688-0609 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17" 6" MAX 'j MAX --j s" MAX I O.C. 13 i 6" MAX E 37" MAX O.C. ( Cj X 80" MAX FRAME HEIGHT I / 6 MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE SEECHARTS #1 AND #2 FOR OTHER UNITS RATINGS NOTES. 1, A4AXAMUM PANEL SIZE., 46 1/2' x 79' 2 MAXIMUM D,L.O.: 44 5rB• x 74 St8• HARDWARE SCHEDULE A 0) FLAT MOUNTED HANDLE SET (PART tr99-04-145) LOCATED 38 314. ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (PART 0S 17,195) AT EACH END OF PANEL BOTTOM RALS — REVISiONS RCV DAIC APPRo+1u A ADDED CHARTS 03/05/12 R.L, 8 REVISED PER NEW TESTING 1D/29/13 R,L. C ADDED FLANGE AND FIN INSTAUATIONS 12/06/13 R.L 0 REVSED NNSTALLAnON DETA,.S 07/30/15 R,L. E REVISED INSTALLATION DETAILS 06/20/17 R.L. CHART #1 WHERE WATER INFILTRATION RESISTANCE IS R£OUIRED, SEE NOTE 9 SHEET 1 Design pressure chart (psO Frama S l and Total Frame Width (0) H gRI 30,0 x0 420 4&0 60..I 7200 skoo 96.00 Pos I Nay Pas Nay Pas J'!e9 Pas Nag 80.0 46.0 T 5-5.1 40.0 1 482 40A 33.4 40.0 1 ' 40.0 CHARTs2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET I Design pressure chart (pst) Frame Single Panel arlrf T01al Frarre W4th (in) Haighl3rLo 42D 4 8.0 in, 60.00 72 N70 84.00 00 Pos Nag I Pas I Nag I Pas I Nay I Pas I Nag 0.0 55.1 55.1 1 482 1482 43.4 1 43.4 40.0 40.0 CHART #3 Number of anchorloca Uons reQulrod Fraune SUMme OPanelandTotalfraWdthtN1) He9 in) X0 36. 0 4ZO 48.0 GOA 7Z, 0 84,0 9&0 HAS 7Jamb H&S Jamb H8S Jamb H&S Jamb 80.0 L=5 5 5 S 5 S S MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED ELEVATION DRAW& awG ew. F.A. 08-00498 5 NTS 1-- 02/23/09 1-2 OF 10 L AOSEATOLOMAS P.E. 1432 WOOAFORD RO LEWIS VXLE, NC 2,-= i1.688- t 03 >rlornaepa.cam SIGNED: 0612012017 U t0 wv •bpi' E JN 0•t= E OFri OR 10 0 1VAL1'' Luis R. Lomos P.E. FL No.: 62514 6' MAX 6' MAX 17" MAX O,C. MAX80" T- FRAME HEIGHT 6' MAX I 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD ze iwss SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 17" MAX O.C. SERIES 420 SGO EXTERIOR VIEW DESIGN PRESSURE RA 77NG I IMPACT RATING x40.OPSF i NONE SEE CHARTS #1 AND #2 SHEET FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE 48112'x7sr 2 MAXIMUM D.L.0.:44-Wx745,r 6' MAX CHART #4 Afumbw of *.chw;q"tj 003 raqulrad Fra S040 Pi* -w Tow Uu vvah {jn) kbvu in) 34M40 ALO mo Jamb S&O tfg$ T H" Jamb' H494JambJISJamb W.0 4 1 5 s F— r, 6 2) ANCHORS PER LOCATION AT SILL SEE CHART #4 R NUMBER OF LOCATIONS REQUIRED HARDWARESCHEDULE FLAT MOUNTED HANDLE SET (PART'099-04-145) LOCATED 38 314- ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (PART #Wl 7-195) AT EACH ENO OF PANEL BOTTOM RAILS REVS." OESCRVOOM DATE APPROVED ADDED CHARTS R,L REVISED PER NEW TESTING 10/29/13 R,L ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R,L. REVISED iNSTALLAT" DETAILS 07/30/15 kt. REVISED INSTALLATION DETA4LS OTI2011 I R,L MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FIN ELEVATION DRAWK Na. F.A. 08-00498 scxF NTS I— 02/23/09 1-3 OF 10 L ftoBERTO I-OMAS P.E. 1432 AVOOF,0;R0 RD LEMSYALLEVC 27023 4344M-06*9 SIGNED: 0612012017 J "Z p fAY OF cc:: V, 14" 4z WA Inwl , 0 Luis R. Lomas P.E. FL No.. 62514 * 1/2" MiN, EDGE DISTANCE HOOD FRAMING __T 1 3/8" MIN. OR 2X BUCK EMB 7MENT BY OTHERS 1 1/4" MAX. SHIM 10 WOOD SPACE SCREW EXTERIOR 11 I l i! ! I INTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINTSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8' MIN, EMBEDMENT 1 1/ 2' MIN. EDGE DISTANCE E SET 1N APPROVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. MENT M; N. STANCE REV o 1wn LATE Amp A ADDED CHARTS 03/C5/12 R.L. 3 REVISED PER NEW TESTING 10/29/13 R. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 07/30/15 ILL E REVISED INSTALLATION DETAILS 06/20/17 R.L Fi/ 4' MAX. SHIM SPACE r— l" I INTERIOR EXTERIOR JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 1ttII11Jv 650 WEST 1 E Y 09s GRATZ,MPAK17030REET C bta1J at i* T irATAYSERIES 420 SGO 0" NON -REINFORCES FRAMEXFRAMEINSTALLATIONDETAILSi .-, rss OF '- F•"{ ORlO:',,'',: caAxra: 1 v F. A 08-00498 E ifONAI JJ111iI1L} 1} Luis R. Lomas P.E. NXALETS ° ATE 02/23/09 4 OF 10 L. ROBERTO LO"AS P.E. 1i32W000FORDRDLEWISViLLE. NC27A23 434-& 16 A bromas,v M FL NO.: 62514 METAL STRUCTURE BY OTHERS 1 C SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS I _[ 1/2" MIN. IEDGE DISTANCE 1/4" MAX. SHIM SPACE SMS OR DRILLING N L TO BE SET IN BED OF PPROVZD SEALANT 1/2' MIN. EDGE OiSTANCE VERTICAL CROSS SECTION METAL STRUCTURE INS TALLAVON NOTES, 1. INTERIOR AND EXTERIOR FIMSHES, BY OTHERS, NOT SHOWN FOR CLARf7y. 2 PERIMETER AND JCWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T_ 1/2' Mil EDGE DISTi t PO SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS nv I DESORWTON DATE I APPROYM A ADDEO CHARTS 03/05/12 R.L 8 REVISED PER NEW TESTING 10/29/13 R.L, C ADDED FLMCE AND FIN INSTALLATIONS 12/06/13 R.L. 0 REVISED iNSTALLAT*N DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L. JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LAC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS QPAM F.A. 08-00498 SCALF, NTS 1— 02/23/09 1-5 OF 10 L. AOSERTO LOMAS P.E. 1432 ACCIDPORD RD LEWSVILLz Ac ox SIGNED: 0612012017 0XAM1111// TAfV!'OF__ w,,, p N xv IJ/0/IjNAL : ' IlmO Luis R. Lomas P.E. FL No.: 62514 1 1/2- MiN 1" MIN. } REV DZSCFWMK DATE APPROVED SEPARATION EDGE DISTANCE i A ADDED CMARTS 03/05/12 R.L. I 8 REVISED PER NEW TESTWO tOJ29J73 R.L. C ADDED FLANCE AND f1N INSTALLATIONS 12/04/13 R.L 1 1/4" MIN. EMBEDMENTD REVISED INSTAUATiON DETAILS 07/30/15 ft.E.. CONCRETE/ a' - 1 1/4- MIN. E REVISED INSTALLATION DETAI{36/20/57 Ra MASONRY 'M EMBEDMENT LS BY OTHERS 1/4" MAX- SHIM SPACE DPT{ONAL 1X BUCK - r - t , 1/4' MAX, TO BE 1- v SHIM SPACE PROPERLY M N SECURED EDGE INTERIOR SEE NOTE 3 DISTANCESHEET1 3/16" 7APCON 3. a MIN EXTERIOR 1 INTERIOR SEPARATION SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16` APCONT ' 3/16- TAPCON EXTERIOR CONCRETE/MASONRY . a BY OTHERS MASONRY/ OPTIONAL 1X SUCK JAMB INSTALLATION DETAIL CONCRETE BY OTHERS TO BE PROPERLY CONCRETEiMASOAIRYIJSTALLATION SECURED SEE NOTE 3 SHEET 1 a I a,. 1 1/4' MIN. NOTES., f, JNTEWR AND EXTERIOR FINISHES. BY OTHERS, EMBEDMENT NOT SHOWN FOR CLARITY. a - 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE a DESIGNED IN ACCORDANCE WITH ASTM Elf f2 SIGNED: 0&2012017 z 7/8- MIN 1" MIN. MI WINDOWS AND DOORS LLC 111I'+ Lo ION EDGE DISTANCE L SEPARAT650 WEST MARKET STREET VERTICAL CROSS SECTION GRATZ, PA 17030 CONCRETE/ MASONRYWSTAU A77ON SERIES 420 SGD 96" X SO' NON —REINFORCED a FRAMEINSTALLATIONDETAILS , TAT OF Q: oRAwM Dwc no. REv ip'cLS LORIDQ: ? scuE NTS ° 02/23/09 08 6 Of 10 98 £ / s aNALt L ROBERTO LOMAS P-E. LDIS R, LORfOS P.E. 1432wOODFORDRD4EWISVXU, JVC 27= FL No.: 62514 WOOD FRAMING OR 2X SUCK BY OTHERS 0 WOOD SCREW 00 FRAMING OR 2X SUCK BY OTHERS EXTERIOR VERTICAL CROSS SECTION WOOD I'A"ING OR 2X BUCK INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANTBY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 12 1/2" MIN. EDGE DISTANCE 1 3/8- MIN. EMBEDMENT T 1/4- MAX. j SHIM SPACE 10 WOOD SCREW 1 3/8" MIN. EMBEDMENT 7- 1/2' MIN. EDGE DISTANCE 10 WOOD INTERIOR SCREWS SILL TO BE SET IN A BED OF APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT I 1/2' MIN. EDGE DISTANCE F1 / 4" MAX, SHIM SPACE REVISKNiS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R,L REVISED PER NEW TESTiNC 10/29/13 R,L ADDED FLANGE AND FIN WSTAI.LATIONS 12/06/13 P-L REVISED NSTAUAT*N DETALS 07/30/1 REVISED INSTALLAMON DETAILS 06/20/17 1 P-L INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOW FRAMING OR2XBUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS DRAW* owl F. A. 1 08-00498 VA- E NTS I D" 02/23/09 1 "'EtT 7 OF 1 L ROBERTO LOMAS P.E. NX WOWFORD RD LEMSVULLE, NC 27= 434- 6$8-OW9 lft..SGWOIs Mr SIGNED: 06, 2012017 1ktllll/jj/ P, - to (//, p OTAf ' OF- P-_ uj ONAL Luis R. Lomas P.E. FL No.: 62514 REVISIONS 1/2' MIN. EDGE DISTANCE T__l METAL STRUCTURE BY OTHERS j10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX, SHIM SPACE T-44 10 SMS OR SELF DRILLING SCREW INTERIOR TILL TO BE SET IN k BED OF APPROVED SEALANT 1/2' MIN. VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, Sy OTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2" MIN. EDGE DISTANC 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REV 0c$cRpr4N DATE ARPROYM A ADDEO CHARTS 03/05J12 R.L 8 REVISED PER NEW TESTING 10/29/13 R,L C ADM FLANGE AND FIN INSIALLATiONS 12/06/13 R.L D REVISED 1NSTALLA-," DETAILS 07/30/15 R.L E REVISED YNSTALiATION DETAILS 1 06/20/17 R,L JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NUN —REINFORCED FLANGE INSTALLATION DETAILS F•A. 1 08-00498 0"E NTS nA1c 02/23/09 8 OF 10 L ROBERTO LOMAS A,E. 14XWOWFOR0 RO LEWISVILLF_ NO 21;1= 43aB88d609 rNornss++bmas£><+ram SIGNED: 06JM2017 N 1 1 I Iil0 CE N $' ip ter. 0T Q7c` Lq'-.'RitiP U.4c; ONA } E:.`' Luis R, Lornas P.E. FL No,: 62514 CONCRETE/ MASONRY By OTHERS OPTIONAL IX SUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN SEPARATION EXTERIOR I' MIN, IEDGE04STANCE IL 2 7/13" MIN SEPARATION 1/03TICAL CROSS SECTION CONCRETE/MASONRY JNSTAUA7IDN 1 1/4' MIN, 4, EMBEDMENT 1 1/4' MAX, SHIM SPACE INTERIOR 1 1/4' MIN_ EMBEDMENT REASONS DESCROMON DATE APPROVED ADOM CHARTS 03/05/12 R,L REVISED PM NEW TESTING 10/29/13 RA_ ADDED FLANCE AND FIN INSTALLATIONS 12/06/13 E K'_ REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAIL$ 05/20/17 R.L. 1/4" MAX. SHIM SPACE MIN, EDGE DISTANCE MIN SEPARATION INTERIOR 3/16' TAPCON %.— 7- EXTERIOR SILL TO BE SET IN I." A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL. 7-1 OPTIONAL ix auc< CONCRCT&PARSONR Y INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES, 1. INTEROR AND EXTERIOR FINISHES, By OTHERS, NOT SHOWN FOR CLARITY 1 1 /4^ MIN, PERIMETER AND.),OINT SEALANT BY OTHERS To BE 4o EMBEDMENT DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 0 MIN, GRATZ, PA 17030 EDGE DISTANCE SERIES 420 SGO 96" X 80" NON —REINFORCED p TAf FLANGE INSTALLATION DETAILS TAT9 OF DRAW. mvc ND. REV OR 0 t -,7;F F.A. 08-00498 E xx N701VAL \' SCALE N S o"It 02/23/09 1 9 OF 10 11/1111w0l L ROaERTO LOW$ P. F. 143Zyi000F0,9DRDLEvVjSVXLEA;C27= Luis R. Lomas P.E. 434.6&&0609 FL No.: 62514 WOOD FRAMING BY OTHERS 8 WOOD SCREW 1 1/4' MIN. EMBEDMENT, 1/4- MAX SHIM SPACE INTERIOR APPROVED SEALANT —Z BEHIND FIN EXTERIOR I k- 7/16- MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FPAMING OR 2X BL4CK INSTALLA TION METAL STRUCTURE BY OTHERS APPROVED SEALANT BEHIND FIN 1 1/4- MiN. TRIM 8 WOOD SCREW EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR 1/4" MAX. HOOK STRIP 7/16- MIN EDGE D;STANCE EXTERIOR 1/2' MIN. EDGE. DISTANCE REVISIONS DCSCHVnON WE APPROVED ADDED CHARTS 03/05/12 R.L. REMSED PER NEw TESTING 10/29113 R,L ADDED FLANGE AND FIN kNSTALLATJONS 12/06/13 R.L. REVISED INSTAIIATION DETAILS 07/30/15 R,L REVISED INSTALLATION DETAILS 06/20/17 R,L 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP FSHIM SPACE #10 SELF DRiLUNG INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR BILL INSTALLATION SEE SHEETS 4-9, NOTES; 1, INTERIOR AND EXTERIOR FINISHES BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS To BE DESIGNED IN ACCORDANCE WITH ASTM F-2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM SCREW PANEL EXTEjRl()R' INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2" MIN_ EDGEDISTANCE 1 3/8' MIN, INTERIOR EMBEDMENT T HOOK STRIP # 10 WOOD SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCrvWOOD FRAMING 1 1/4' MIN. EMBEDMENT I X BUCK BY OTHERS, IX BUCK TO BE - PROPERLY SECURED 3/16- TAPCON EXTERIOR — PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY,CONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, ?A 17030 SERIES 420 SGO 96" X 80- NON -REINFORCED FIN AND HOOK INSTALLATION DETAILS ORMM F.A_ 08-00498 NTS 1°"'E 02/23/09 1-10 OF 10 L ROaERTO LOWS P.E. 143Z *000FOR0 RD LEWISVX LE, NC 27= SIGNED: 0612012017 E N 0 ?s Luis R. Lomas P.F,, FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2 WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3, IX SUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE iS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4, ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM Jk-ffLILEM FOR TH{S PRODUCT IN WIND BORNE DEBRIS REGIONS, 8, SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9- DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL. OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11- FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4® MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12, FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH To ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 114STALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A- WOOD - MINIMUM SPECIFIC GRAVITY OF 0=0,42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 Psi. C. MASONRY - STRENGTH CONFORMANCE To ASTM C-90, GRADE N, TYPE I (OR GREATER), D. METAL STRUCTURE; STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .048- THICK MINIMUM 15. APPROVED CONFIGURATIONS. OX, XO, XX. XP, pX, Xlp, IDIX TABLE OF CONTENTS SHEET NO, DESCRIPTION I NOTES 2 3 ELEVATIONS 4 10 INSTALLATION DETAILS RCYSIONS DESCROMON D17E APPROVED ADDED FLANGE AND FIN 047ALLATION 12/10/13 R.L. REVISED 11"STALIATtON DETAILS 08/03/15 R1L REVISED INSTALLATION DETAILS 06/21/17 , kL SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET w GRATZ, PA 17030 0?6 10SERIES420SGOREINFORCEDWITHOUTADAPTER 96" X 96" NOTES TTAieEOF ti 08-02249 C 1/// WALE NTS 10/30/13 I s"EE' I OF 10 Luis R. Lomas P.E. L R08ERTO LOMAS P.E. 143Z KOODFORD RD I. EMSVXLE. NC Z7= 434-6a9-0609 40 naspftaws;WC a, FL No.: 62514 t 96" MAX FRAME WIDTH ----i1 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX j-- i1 7 T MAX JJ O.C. -"' 6" MAX i 6" MAX 17" MAX 96" i MAX FRAME HEIGHT AX6" SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING GNPACT RATING t35,0PSF NONE SEE CHARTS 01 AND A7 FOR OTHER UNITS RA77NGS NOTES., 1, MAXIMUM PANEL SIZE: 48 1/2• x W 2. MAXIMUMO.L0,:44&6*x90518' HARDWARE SCHEDULE _ FLAT MDUNT'EO HANDLE SET (99-04-145) AT 36 314" ON CENTER FROM PANEL 80 I METALLIC TANDEM ROLLERS (99.17-195) AT EACH END OF PANEL 66T room RA;Ls UMINUM 60$3.76 REINFORCEMENT (66$) AT ALL PANEL W TERLOCKS CHART kl WHERE WATER 1Nf7LTRATKIN RESISTANCE IS RECUIREO. FAY OESCgPRON DATE APPROVED A ADDED FLANGE AND FIN ;NSTALLATjON 72/10/13 iL L 8 REVISED INSTALLATION DETAILS 08/C3/15 R.L. C REVISED INSTALLATION DETALS 06/21/77 Design Areswre chart {pen frame H1 bFgle P "TOsaF Fraoe 4'lx£Ol (h) 30.0 38.0 42A 48.0 7A00 9&OO Pos Neg Poa Nog Pos Neg Pos Naq 8A 0 58a 40,0 40.0 420 55.2 4048X43.0 40- 39A 39440.0 292o404040,0 40.6 1 1 9" 0 49.8 UO 35.0 35.0 CHARTOZ WHERE WATER PVFILTRATINd RESISTANCE IS NOT REOVIREO. SEE NOTE 9 SHEET 1 Design PrO.0 +re chart 0)si Frame HnN 01) 5l98+ RnW aW TWe1 Frame Wi1ID (n) 30.0I Wo 1 42.0 1 4&0 so= 72D0 8A00 96,00 Pas A%9 Pas Nog P. I Nag Aos Nog 84,0 58.4 58.4 50.9 50.9 45.7 45:7 420 42.0 88.0 SS.2 552 48.0 48.fl 4I Cl I 43A 39.4 T39.4 92.0 52.a 52.4 45,4 45A 40.6 40.6 37.1 37.1 9&D 49,8 49.$1 43.7 I 43.7 j 35.4 1 38.4 1 35,0_1 3&D CHART 4M Number O! anchor 1000110nsraqulrod Freers HOW9 in) Se>p Pabn and 7ota1 frame WkM (j) 30.0 360 42.0 48.0 60.0 720 4A 9&0 X&S Jamb H" Jamb HdS Jamb 4.0 4 6 5 8 6 6 8 5 6 6 6 M6692.D 4 fi 5 8 8 6 9&0 4 6 5 fi 6 6 MI WINDOWS AND DOORS LlC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" ELEVATION 0x0 .__- V•L- OB-02249 NTS D"TL 10/30/13T2 OF 10 L ROSERTO LOMAS P.E. 14,3 WOOD);OW RD LEWiSVXLE, NG 27023 434ti8&D609 tee+t 1sQ411fa+tusPe.rnn SIGNED: 0&21/2017 0 7A7E OFry: Luis R. Lomas P.E. FL No.: 62514 I FI HI 8' MAX 9b-- MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 17" MAX O.C. 6" MAX 1 17 MAX 1 O.C. j 1AX AME IGHT JJ 6„ MAX 6" MAX SERFS 420 SGD REINFORCED R7SILL) HORS PER LOCATION O CED WTHOUfADAPTER EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DES*NPRESSURERATOvG IMPACTRAi7NG REQUIRED t35,OPSF NONE SEE CHARTS #1 AND a2 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE MOUNTED HANDLE SET (99-04-145) AT 38 3;4- ON CENTER FROM PANEL BOTTOM LUC TANDEM ROLLERS (99-4 7-195) AT EACH ENO OF PANEL BOTTOM RAILS iM 6063-T6 REINFORCEMENT 4668) AT ALL PANEL INTERLOCKS omAPPRNM A ADDED FLANGE AND FIN iNSTALLATiON 12/10/13 R.L. B REIASED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: i. MAXIMUM PANEL SIZE: 48 7;2" x 95' Z MAXIMUM D.L.O.: 44 &W x 90 &8' CHART o4 Number or anchor tocatlonsreguired Frarne Sulg3a Panel and 7otai UrAWieM (vi) Hogm 3ao 56.0 4zo 1 48.0 in) 80.0 7Z0 84.0 9&0 H& 8 Jamb HAS Jamb H&S Jamb H&S Jamb W 4 6 5 6 6 6 S 6 0 4 6 5 6 6 o 6 6` 92. 0 4 6 5 6 6 6 6 6 98A 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION aRAW owc NQ V. L. 05-02249 scup NT$. ""Tz 10/30/13 3 OF 10 L. R08ERTO LOMAS PZ NX A0000FORD RD LEWISV2L4 NC 27= I3. f.GF8811809 rdarn%Nl masp9.mn SIGNED: 06/21,2017 4 t It O4l iC. NSA, .,p Luis R. Lomos P.E. FL No.: 62514 1/2' MIN, EDGE DISTANCE WOOD FRAMING i 1 3/8" MIN, OR 2X SUCK EMBE MENT BY OTHERS 1/4' 1 MAX, SHIM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X SUCK BY OTHERS XTER10,11 i i i INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR2XBUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR j:7NISHES, By OTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEAL4NTSY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTq E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN, ENT 41N. cw, m vizJANCE of rsx akTc APPRUVO ADDED FLANGE AND nrl IWSTZLATiON 12/11/1-1 R.L. REVISED wsTALL*,T*N DUALS 08/03/15 R,L REVISED X7X.LATION DETAILS 06/21/17 R,L 1 3/8' MIN. 1/4' MAX, EMBEDMENT SHIM SPACE I- INTERIOR 1/ 2' MIN, EDGE DISTANCE 1 a 10 WOOD SCREW EXTE WOOD FRAMING OR 2X SUCK JAMB INSTALLATION DETAIL BY OTHERS WOOD FRAMING OR 2K BUCK INSTALLATION SIGNED: 061211.2017 M' W WINDOWSWSMIWINDOWSAND DOORS LLC ANDOORSRLLCs 6TWESTS650WESTMARKETSTREETARMARKET5XE1 T STR ET REETT0 GP *A nA GRATZ, PA 17030 lk r, EN - Rl S 420 FES D REIN SERIES420SGIDREINFORCEDWITHOUT FORCREINFORCEDwITOUTADAPTER 9 X 96 6" x 96" I T L TIO T FRAMEINSTALLATIONDETAILS13; VTtA; f r<) 'F DRAW' Y. L.VL. awc NO, nv. Z 0 IR 0 08-- 02249 C 0 I/ l NAL 1111101 SSC-*" NTS 10/30 /13 '-"4 Of 10 14X WOODFORD RD LEWj$lv&Lf_ AtC 27= Luis R, Lomas P.E. A34A66$- OW '9 FL No 62514 METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE JI DISTANCE 1/4" MAX, r SHIM SPACE R13 SMS OR SELF DRILLING SCREW EXTERIOR 11 1 111 1 11NTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLAT7ON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOIAW FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T 1 /2" MI EDGE DISTI 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REV ocscroPnon aae ALPi 'D A ADM FLANGE AND FIN INSTALLATION 12/10/13 R.L 8 REVISED INSTALLATION DETAILS 08/03/15 R.L C REVISED INSTAIIAMN DETAILS 105/23f77 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06,2112017 MI WINDOWS AND DOORS LLC 11111IIr77, 650 WEST GRATZ, MPAx17030R££T J\y C£No 9s SERIES 420 SGD REINFORCED WITHOUT ADAPTER p 61 yc= FRAME INSTALLATION DETAILS V.L 08-02249 C r10NAt G*\ scut NTS f° TE 10/30/13 77E'T5 OF 10 i111111 L ROBERTO i0MAS P.E. 1432 WOODFORD AD LEWISVXL£ NC 27= Luis R. Lomas P.E. 434-"84609 FL No— 62514 1 1/2" MIN 1" MIN. SEPARATION I EDGE DISTANCE R REV WE ,waaovEo A ADDED FLANGE AND FIN INSTALLATION: 12/10/13 R.L. 8 REVISED 3NSTALLATION DETAILS 08/03/15 R,L. t'-. d C REVISED INSTALLATION DETAILS OS/21/17 R.L. 1 1 /4' MIN. EMBEDMENT 1 1 J4' MIN, CONCRETE a: EMBEDMENT MASONRY BY OTHERS 1J4" MAx. SHIM SPACE OPTIONAL 1x BUCK TO BE 1 Jq' MAX. 1' .Q SHIM SPACE MIN, , rPROPERLY INTERIOR SECURED SEE NOTE 3 EDGE DISTANCE c SHEET' 1 1 3/16' TAPCON 3. MIN SEPARATION aEXTERIORIINTERIOR A SILL TO BE SET IN I A BED OFc APPROVED SEALANT 3/16' TAPCON EXTERIOR 3/16" TAPCON CONCRETE/MASONRY J ' BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ CONCRE SMASONRY INSTALLATIONOPTIONAL1xBUCK CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 NOTES., MiN, t, INTERIOR AND EXTERIORFINISHES, BYOTYIERS, a* : • ` EMBEDMENT NOT SHOWN FOR CLARITY. s 2 PERIMETER AND XhVT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCEWITH ASTME2112 SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC 1t11Itrtlj SEPARATION EDGE DISTANCE MIN. 650 WEST MARKET STREET ` 5 P;'. toZj ii GRATZ. PA17030 .-\G E IV VERTICAL CROSS SECTION SERIES 420 SGD REINFORCED WITHOUT ADAPTER *• 0 61 t CONCRETEIMASONRYWSTALLATION r 96" x 96" FRAME INSTALLATION DETAILS ""- W „' . TAT OfrQoRAvnu: ow: No. 08-02249 / i aNAL ti*i W" LE NTS TE 10/30/13 6 OF 10 TT 11111111 I LROBERTOLowsPE' Luis R, Lomas P.E. 1412 W'D.ODFORD RD LEW1$VXLr;, NO 27027 aas 08-00y aspa,con FL No.: 62514 1/2" miN, EDGE DISTANCE WOOD FRAMING 1 3/8- MIN. OR 2X BUCK BY OTHERS EMBEDMENT 1/4- MAX, SHIM SPACE j 10 WOOD SCREWS EXTERIOR (1 11 Ll INTERIOR rO BE SET IN OF VED SEALANT lO WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN AENT VERTICAL CROSS SECTION WOOD FRAMING OR2X&)CKINSTALLAr;0N NOTES; I. INTERIOR AND EXTERIOR FINISHES, BYOT14ERS, NOT SHOWN FAR CLARITY, 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2 i 12 1 3/8' MIN. EMBEDMENT T- 1/2" MIN, EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS REV DESCRPT" A ADDED FLANGE AND F!N INSTALLATION 12/10/13 IR,L 8 REMSED INSTALLATION DETAILS 08/03/15 R.L C RE14SM INSTALLATION DL7AILS 06/21/17 R.L 1/4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR ZX BUCKINSTAUATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST GRATZ, PAMARKET17030STREET o SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS WATfe V.L. REV Al, 4 - S`41 08-02249 c Al, INTS10/30/13 js 7 OF 10 L. ROSEPTOLOAMSP.E. 143Z VVWFOFW RD JEWSVILL. NC 27= Luis R. Lomas P.E. 434-688-040 sy com FL No.: 52514 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLJNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, By OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS To BE DESIGNED IN ACCORDANCE V4 TH AS TM F-2112 1/4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREWCRESW INTERIOR 1 TO BE SET IN BED OF PROVED SEALANT L_ 1/2' MIN. EDGE DISTAM 10 SMS OR SELF DRiLUNG SCREWS METAL STRUCTURE By OTHERS REVISIONS RLV DATE APPROVED A -ADDED FLANGE AND TIN INSTALLATION 12/10/13 R.L 8 REVISED INSTALLATION DETAILS .3/15 R L C REVISED INSTALIAMON DETAILS 06/21/17 R L, JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET N s 9 - L 0 'ifGRATZ, PA 17030 C, EV ,' f SERIES 420 SGD REINFORCED WITHOUT ADAPTER 5 96" X 96" FLANGE INSTALLATION DETAILS Ai OF' A*?k L. Dwc' ha REV ZORVO' N TS l 08-02249 C Ai. 0/30/1 3 —'8 F 10 11111111"10\ L. R08ERTO LOMA$ PE, 1432 VIDODFOR0 RD LE10VISViLLE. NC 27023 Luis R. Lomas P.E. 434-686,009 lown-@Wwmup FL No.: 62514 1 1'/2" MIN. 2' MIN. SEPARATION EDGE DISTANCE 1 /4" MIN. Q. CONCRETE/ EMBEDMENT MASONRY BY OTHERS 1/4" MAX. SHIM SPACE OPTIC NAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/I6' TAPCON EXTERIOR I I If 11' 11 INTERIOR A BED OF SET IN 3/16" TAPCON —11 l I I l 1 r SILL ToEBESEALANT MASONRY/ CONCRETE BY OTHERS A. 1 1/4" MIN, 4 EMBEDMENT 4 t 2 7/S" MIN, ^I 1" MIN. SEPARATION FFF EDGE DISTANCE VERTICAL CROSS SECTION CONCR£TEiMASONRY INSTALLATION REVWGtta f^+ Drsclw rwy DATE MPROYM A ADDED FLOICE AND FiN INSTALLATK)N 12/10/13 R.L. 6 RE+ASED tNSTALLATIfNR DETAILS 08/03/15 R.L. C MW-kV ASi'ALLATION DETAILS 06/21/17 R.L. " 1 1/4' MIN. EMBEDMENT I 1/4' MAX. T SHIM SPACE 1' MIN. EDGE DISTANCE 9 3" MIN. , SEPARATION { 1 9 3/ 16' TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR EXTERIOR JAMB INSTALLATION DETAIL GON0RE7&MASOh,RYWSTAtLATdOA1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER ANDJOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH AS TM E2112 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 O,ii wsTATi0 SERIES 420 SGD REINFORCED WITHOUT ADAPTER X 96' 96" FLANGE INSTALLATION DETAILS OFtkzz iDRnw 08- 299 C i' c'.:L{3R11): i iS DNAL1ti 1 suacNTS °iTE 10/30/13 OF 10 L ROBERTO LOM4S PX. 1432; 4OWFORD RD LEWMSVXLE, Nc 27w Luis R. Lomas P.E. 4- 34-695' uPnarn FL No.: 62514 WOOD FRAMING -\ ! [- 1/4' MAX BY OTHERS I SHIM SPACE 1 1/4- MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 48 WOOD md SCREW 7/16' MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR 1AITERIOR II f EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR2XBUCKINSTALLATION 1 1/4" MIN, EMBEDMENT WOOD 70FRAMING BY OTHERS 1/ 4' MAX. 1' F SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2K BUICK INSTALLATION FOR SILL INSTALIA TION SEE SHEETS 4-,Q INTERIOR TRIM Rev DESCRIPnON A ADDED FLANGE AND RN JW,,ALLAT*N 8 REVISED INSTALLATION DETAILS REVISED INSTALLATION DUALS 1 5/8- MIN EDGE DIST. A TRIM DATE APPROVED 12/ 10/13 R.L. O8/ O3J75 R.L. 06/ 21/17 R.L. 1 1/4- MIN, INTERIOR 1 1/ EMBEDMENT AMASON RY/CONCR2ETE By OTHERS P I X BUCK BY OTHERS, HOOKSTRIPlXSUCK70BEl4PROPERLYSECURED3/ 16 EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONAY,' CONCRETE 2- MIN. METAL STRUCTURE EDGE By OTHERS 1/2- MIN. DISTANCE EDGE DISTANCE TRIM 0 INTERIOR 3/ f3' MIN, EMBEDMENT HOOK STRIP HOOK OOKSTRIP STRIP1 10 SELF DRILLING SCREW 10 WOOD SCREW EXTERIOR PANEL INTERLOCK EXTERIOR P EL PANELINTERLOCK HOOK STRIP INSTALLA TION HOOK STRIP INSTALLATION METAL STRVCTURE ZA blLhPVKVW FRAMING SIGNED.- 061'2112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET S g•'• LO GRATZ, PA 17030 SERIES 42 SFRES420SGD REINFORCED WITHOUT ADAPTER 9 96X 9 6" x 96* OF, NAILIFIN & HOOK IMSTALLATION DETAILS TAT NOTES: 1- INTERIOR AND EXTERIOR FINISHES, By OTHERS, NOT SHOVm FOR CLARITY Dwc NO. V L PXV 08- 02249 1 1/ ...... a PERIMETER AND JOINT SEALANT BY OTHERS TO BE C NTS D, lo/AA/1,4 "EL7 10 Nl l elONALE DESIGNED IN ACCORDANCE wrTHAsTmElf j2 OF 10 I- RT - L PGS,'RTO LOMAS P.E. VV' 1432 WOODF=0RDRDLEWJSVALLE NC27o23 Luis R. Lomas P.E. FL No.: 62514 NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL, WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE, SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. , ALLOWABLE STRESS INCREASE OF 1 /3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5, 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM_ SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9, DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RAT10 = OVERHANG LENGTH/OVERHANG HEIGHT 10, FOR ANCHORING INTO WOOD FRAMING OR 2X SUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=O.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH, OF 3,192 PSI, C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 {OR GREATER}. D. METAL STRUCTURE: STEEL 18GA, 33KSi OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: XIX, NOTES ELEVATION 3 — TABLE OF CONTENTS DESCRIPTION DLSCRPTON DATE 1 V"OVED A I ADDED CHARTS 03/06/12 1 R.L. 8 REVISED PER NEW TESTING 10/15/13 R,L C ADDED FlANGE INSTALLATIONS 12/06/t3 D ' REVISED iNSTAL.LATION OETALS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 j R,L SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST .MARKET STREET GRATZ. PA 17030 J* 5 G E N a 6 ycSERIES430SGD 143' x 80" NON REINFORCEDNOTES TAT OF i' ' c!OR1p; • iDRAWNIwcrlo. akv 08-00T502 TONAL1scutDATLNTS02/23/09 1 OF 9 Luis R. Lomas P.E. .E. FL NOa LRC6E8T0L0WASP. E. 14=% 0aDF0RR0LEWJSVXLF-Nc.27023 434, 6680609 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX --{ 1 M O'C' O5" MAX 6' MAX 17 MAX so' O.C. 1 / MAXRAME EIGHT '--- y/ I 1 6' MAX SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING 141WT RATHVG t40. 0PSF NONE SEE CHARTS x1 AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SLZE 48 1,V x 79" 2. MAXIMUM D,L.O.: 44 "* x 74 &r HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (99-04-145) AT 38 3W FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS 3> ++ t OAXE APPROYM A ADDEO CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L 0 REvtSED INSTALLATION DETAILS 08/05/15 ft_L. REVISED INSTALLATION DETAILS 06/22/17 R.L. CHART# 1 WHERE WATER INFILTRATION RESISTANCE S REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (pso Frame Single Panel and Tool Frame Width (In) Height 3. 0 36.0 42.0 7.7 90. 0 108 0(in) 4100 eg PCs Neg Pas NegPo Pas4eg480. D8A40.0 432 40.0 40.0 CHART02 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart ipso Frame tieigtu in) Sir1gie Panel and Total Frame Width (i1) 30. 0 36.0 1 42.D U 7 90. 00 1 108.00 1 126.00 1 143.00 Pas I Nag I Pas I Neg I Pos I NBC I Pas I Nag 80. 0 54.9 1 SU 1 4&0 1 48.0 1 432 43.2 1 40.0 1 40.0 CHART a3 Number Of anchor 10CSdOnsrequired Frame Single Panel and Toth Rayne Width (in) Height in) 30. 0 3&0 4ZO 47.7 90. 0 108.0 126.0 143.0 H& S IJamb, H&S IJamb H&S I lamb I H&S I Jamb Solo 6 5 7 1 5 1 8 1 5 1 8 1 5 Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED ELEVATION I F.A. 1 08-00502 1 E jw- 42 NTS I DATE 02/23/09 1s"EET2 OF 9 " 1 L ROBERTO LOW$ P.E. 14V WOODFORD RO LEWISVILLE NC 27a 3' 4 4-6,gg.prN3 r8amw ikmasPe.xwrn SIGNED: 0612212017 111iii1/ 1/ o Luis R. Lomas P.E. FL No,: 62514 1/2- MIN REV REVISPONS OESCRVnON LATE APPRCVEDIEDGEDISTANCE A ADDED CHARTS 03/D8/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R, WOOD FRAMING 1 3/8' MIN, C ADDED FLANGE INSTALLAMNS 12/06/13 R.L. 2X SUCK EMBEMENT TORDREVISEDINSTALLATIONDETAILS08/05/15 R.L- BY OTHERS E E_ REVISED INSTALLATION DETAILS P-L 1/ 4- MAX. SHIM 10 WOOD SPACE SCREW 1 3/8' MIN, 1/4- MAX. EMBEDMENT SHIM SPACE 1/ 2DISTA* MINNCE . INTERIOR E EDGE EXTERIOR i I ]AfTER/0,9 SET IN APPROVED 10 WOOD SCREW WOOD FRAMING OR 2X SUCK BY OTHERS 10 WOOD MIN. SCREW AENT WOOD FRAMING OR 2x SUCK BY OTHERS cwQ v;Qi nt¢, VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INS TALLA PON NOTES, I. lIvTE.Rj0R AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK JNSTA"APON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRAWk- DOC ti0. . F. A. 08-00502 5CALE NTS 02/23/09 1— 3 OF 9 L POSERrO LOMAS P.E. 1432 AOODFORDRD LEWISVILLE, NC 27023 434468409 awws@ftmup. SIGNED: 06122J2017 lR - L 0 a p 4.UieOF111ONAL111110' Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE By OTHERS 10 SMS OF SELF DRILUNC SCREIA METAL STRUCTURE BY OTHERE 1/2- MIN. EDGE DISTANCE 1 '2"N EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR fINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT By OTHERS To BE DESIGNED IN ACCORDANCE W17-H ASTM EV, 12 1/4' MAX. SHIM SPACE AS OR RILLJNG L TO BE SET IN BED OF APPROVED LANT REV OESCFJPT*N DATE: APPROVED A AXED CHARTS 03/06/12 R-L, 8 REVISEO PER NEW TESTING 10/15/13 R.L. C ADDED FL -GE INSTALLATIONS 12/06/13 R.L. 1) REM$Z0 WSTALIATON DETAILS 08/05/15 R.L. 1/4' MAX, E i RE\nSEI) INSTALLATION DETAILS 06/22/17 J R"— SHIM, SPACE 1/2- MIN. EDGE DISTANCE T-- INTERIOR 10 SMS OR SELF DRILLING SCREWS METAL-jSTRUCTURE BY OTHERS EXTERIOR 17 JAMB INSTALLATION DETAIL METAL STRuCTuRE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS ORMft. F.A. 08-00502 NTS 1— 02/23/09 1— 4 OF-9 L RO$ERTOLOMASPX. 1432 WOWFOW RD 1EWSVUE, NC 27=2 434-6as-06w j#z'-@'4fi0 SIGNED: 0612V2017 N \NMIII/jJ/ NS lk - Lo E 10 TA F Luis R. Lomas P.E. FL No.: 62514 1 1 /2- MIN, I' MIN. SEPARATION EDGE DISTANCE n 1 1/4" MIN. a EMBEDMENT CONCRETE/ MASONRY BY OTHERS OPTIONAL I BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 EXTERIOR 3/16- TAPCON 1 /4" MAX. I SHIM SPACE 3/16' TAPCON INTERIOR 1 1 /4' MIN. EMBEDMENT 1/4- MAX. SHIM SPACE MiN, EDGE •'v DISTANCE MIN, SEPARATION Q..•. 3/16- TAPCON SILL TO BE SET IN EXTERIOR A BED OF APPROVED SEALANT CONCRETE/MASONRY OPTIONAL 1X BUCK BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 MASONRY/ $ } N CONCRETE BY OTHERS .. a- . . MIN, EMBEDMENT d ' d' .. 2 7/8" MIN, 1" MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEWASONRY INSTALLATION REVIUM DESCRP110N OATE AYPROVO ADDED 01ARTS 03/06/12 R.L REVISED PER NEW TESTING 10/15/13 i R,L — ADDED FLANGE INSTALLATIONS 12/06/13 R,L i REVISED INSTALLATION DETAILS 08/05/15 R.L REVISED INSTALLATION DETAILS 06/22/17 R.L INTERIOR i JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIL,iNED IN ACCORDANCE WITH AS TM E2112 SIGNED: 06ra12017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 0\1111IIII/A/ slk\' F.- L©njY G E N g "9 y, fir• p 81 trSERIES430SGO x BNON REINFORCED FRAME FRAME INSTALLATION DETAILS fl E Ygr c' f,• ^ TAT OFTALLATION ico0R14;• S NAL1 'N cxcla. 08 R1 FoRmm. 02/23/09 52 OF 9 1432 WWDFORO RD LEVASVXLE, NC 27= L ROBERTO LOU4S P.E. 09 434468.06r&cr+eas lUbmagw.can L Lids R. Lomas P.E. 62514 1/2' MIN, EDGE DISTANCE 1 3/8" Mik WOOD FRAMING OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX. SHIM 10 WOOD SPACE SCREW p 0 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR I I I 1 11 11 11, 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTAL1A77ON NOTES, 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWTSEAL4NT BY OTHERS To BE DESIGNED III ACCORDANCE WITH ASTME2112 SET IN APPROVED MIN 4FNT Kv WE APPRO11-0 A ADDED CWTS 03/06/12 R.L. 8 REVISED PER NEW TES11NO 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 RL D REVISED INSTALLATION DETAILS 1 3/8- MIN. 4' MAX. E I REVISED NSTALLAT" DETAILS EMBEDMENT F SHIM SPACE I N. MI1/2- INTERIOR EDGE DISTANCE flo WOOD SCREW EXTERIOR WOOD FRAMING -/ OR 2X BUCK JAMB INSTALLATION DETAIL BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LAC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGO 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS 01%4ft F.A. 08-00502 ScAa NTS 1— 02/23/09 1— 6 OF 9 L. P08ERTO 1.0WAS P.E. 1432 WOOD 0 RD LEWISVXLE, NO 27023 SIGNED: 0612212017 0 E N TAYnO 0. fZ ONAL': Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE METAL STRUCTURE By OTHERS 1 4" MAX. SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR I I I I 1! 11 11 11 INTERIOR L TO BE SET IN 3ED OF APPROVED kLANT 10 SMS SELF DRILI SC METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, 9YOTHERS, NOT SHOWN FOR CLARITY Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/2' MIN, EDGE DISTANCE T- 10 sms OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 4" MAX. SHIM SPACE R", I VCSCRPr" WE APJ RWM A ADDED CHARTS 03/06/12 RL, REVISED PER NEW TESTINO 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R,L REVISED INSTALLAWN DETAILS 08/05/15 R.L. E REVISED INSTALLATIOK DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GPATZ, PA 17030 SERIES 430 SGD 143" x 80' NON REINFORCED FLANGE INSTALLATION DETAILS ofowx F-A. 7 08-00502 ICAa NTS 1--'F 02/23/09 1-7 OF 9 L)408EJRT0I.CWA$,P.E, 74=KW0FCR0ftDLEW1SVXL&XC27= 434-638OW9 MoMaSO*IonUspw cam SIGNED: 0612212017 1k. LO TATE OF R fill I W Luis R. Lomos P.F— FL No., 62514 1 1/2" MIN, 11' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY IBYOTHERS 4 1 1/4 MIN 4 AEMBEDMENT OPTIONAL 1X SUCK TO BE PROPERLY SECURED SEE NOTE 3 1/4- MAX. SHEET 1 SHIM SPACE 3/ 16- TAPCON EXTERIOR 3/ 16- TAPCON MASONRY/ CONCRETE BY OTHERS StJI- AKAIJUN VERTICAL CROSS SECTION CONCRETIEVASC) NRY INSTALLATION INTERIOR 1 1/4' MIN, EMBEDMENT 1. MIN, EDGE DISTANCE 3' Ml N. SEPARATION 3/ 16" TAPCON S11- TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/ MASONRY BY OTHERS I I 1 1/4" MIN. EMBEDMENT 1, MIN. EDGE DISTANCE 1/ 4" MAX - SHIM, SPACE REV DATE APPROVM A ADDED CHARTS 03/06/12 R.L, 8 REVISED PER NEW TESTING 10/15/13 R L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/06/15 R.L. E i PZEViSED INSTALLAMN DETAILS 06/22/17 RL, JAMS INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEIMASONR Y INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES., 7, INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHER$ TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 JZ MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGO 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS DRAMIL - f,DAD ND. F. A. 08-00502 SC4' NTS JDATE 02/23/09 1-8 OF 9 L. ROBERTO LOMAS P.E, 1432 WOODFORD RD LEWSVjLLZ NC 27= A34- 6"-06w Oaspa SIGNED: 0612212017 WII0IIJj c' 0 r:- P TAf TEOF NAL Luis R. Lomas P.E. FL No.: 62514 1 5/8' MIN EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE By OTHERS HOOK STRIP ---L- 4 1 1/4- MIN. EMBEDMENT IX SUCK By OTHERS, IX SUCK TO BE 5 PROPERLY SECURED 3/16- EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYICONCRETE INTERIOR TRIM HOOK STRIP METAL STRUCTURE BY OTHERS TRIM -,, INTERIOR HOOK STRIP — fxv A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTM 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R,L D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLADON DETAILS R.L. 1/2- MIN, EDGE DISTANCE L 10 SELF DRILLING SCREW PANEL 1/2' MIX EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8' MIN. EMBEDMENT III 10 WOOD SCREW EXTERIOR """— PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKIWOOD FRAMING NOTES 1, INTERIOR AND EXTERIOR FINISHES, By OTHERS, NOT SHOWN FOR CLARITY, Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTm E2 112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED HOOK INSTALLATION DETAILS mtww F.A. 08-00502 sutc NT S I o'TE 02/23/09 1--9 OF 9 L. ROWRTO LAMAS P.E. 434-666-P 'Aomaggwama'po com SIGNED: 0612212017 Rs i L G Aiq I- 0/11111N A0" Luis R. Lornos P.E. FL No.: 62514 NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREQUIREMENTSOFTHEFLORID4BUILDINGCODE, 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING IS THERESPONSIBiLTYOFTHEARCHITECTORENGINEEROFRECORD, 3, IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE, SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF i/3 WAS NOT USED IN THE DESIGN OF THE PRODUCTSHOWNHEREIN, WIND LOAD CALCULATIONS.DURATION FACTOR C5- 1.6 WAS USED FOR WOOD ANCHOR 5, FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6, UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REM IIfD FOR THIS PRODUCT IN WIND 3ORNEDEBRISREGIONS. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, SHIM WHERESPACEOF1/16" OR GREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4", 9, DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO iS EQUAL OR GREATER THAN 1,0 DONOTREQUIREWATERINFILTRATIONRESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT. 10, FOR ANCHORING INTO WOOD FRAMING OR 2X SUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/$" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS, 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTHTOACHIEVEA11/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGEDISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 12, FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITHSUFFICIENTLENGTHTOACHIEVE3THREADSMINIMUMBEYONDSTRUCTUREINTERIORWALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 13. ALL FASTENERS TO BE CORROSION RESISTANT, 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A- WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSi. C- MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 ,048" THICK MINIMUM TABLE OF CONTENTS SHEET N0, { DESCRIPTION NOTES 2 ELEVATION 3 — 9 INSTALLATON TiFTwl c "— A ADDED C4.MTS 43/06J12 R.L 6 REVISED PER NEW TESTING 10/15/13 RL C ADOEO FLANGE INS:AL.ATIONS 12/06/13 R.L. O REVISED INSTALLATION DETAILS O8/05/75 R_L E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGIVFD_ 0612212017 MI WINDOWS AND DOORS LAC tlliilrt,t 7r 6-50 WEST MARKET STREET S lk' 0 GRATZ, PA 17030 SERIES d30/44t3 X1X SGD 143" x 96" REINFORCED NOTES 51 4' -x. n~ TA7 OF Z;; F.7t4 08-00503E i Ij NAL1 1 T 1 4F 9 Luis R. Lomos P.E. L ROBERTO LOAAS P.E. 14324000FORD RP LFW7SVILIE, NC 27= 4;), uwnas nunespacom FL No.: 62514 6- Mm - 6" jMAAX i) X 17- MAX 96" MAX FRAME HEIGHT f MAX 143' MAX FRAME MOTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17" MAX O.C. EE 6" MAX SERIES 4301440 X1X SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING f40.0PSF NONE SEE CHARTS Al AND #2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 48 1!2" x 95' 2. MAXIMUM D.L.O.: 44 34"x 94 SB" HARDWARESCHEDULE FLAT MOUNTEO KWOLE SET {99Zt4-145) AT 37 314" ON CENTER FROM PANEL 80TTOM M£TALUC TANDEM ROLLERS (99-17.195) AT EACH END OF PANEL BOTTOM RAILS UMINUM 6063-TS REW FQRCEVENT (668) AT ALL PANEL INTERLOCKS UMINUM 6063-T5 REJNFORCEAWNT (4237) INTERLOCK ADAPTOR AT INTERIOR FAG£ OF OPERABLE PAN& WT£RLOCK j n ADDED CHARTS 8 REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS D REVISED INSTALtATEDN DETAILS CHART #1 E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHFPT 1 4n pfe4sute ctwrf (psi) Frans Sa+glo F and Tote Flame W4h in) HogAt 30,0 0 42.D 477,7 9D.00 1DD,DD 136.00 143,00 POs Nap Pos I Nap Pos Nap Pos I Nap 84o 40.0 60.0 40.0 57.9 041151 52.0 4D.0 48,0 84D 40,0 60.0 40.0 a 48.9 40.0 45,4 92D 40.0 59S 40.0 I 51.7 AUX 46.1 40.0 42.3 86.0 40.0 56.6 40.a 1 49.0 1 40.0 43.7 1 40.0 40.0 CHART #2 WHERE WATER INFLTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHIFT 1 D,Wg'n pfomro tAaf! (PA Frans SNV* Parsal and To:N Framo W4tb {in) HDj9 u 3AD 36.D 42D 47.7 0n) 9D.L 1DA00 126.D0 f13.D0 Pos I Nap I Pos I Nap Pos I Nap I Pos I Nay 84.0 60'0 60D 57.9 57.9 5Z 52A 48,0 48.0 W.0 60.0 60.0 54.6 54.8 48,9 489 45,0 45:0 925 59,6 59.6 51.1 SL7 46.1 48A 42.3 423 96,0 56.8 56.8 49.0 49.0 AN 43.7 40.0 40.0 CHART to Mumber o/sachor toraLans faqulfeu Framo sk 4o Parini and Total Ffama wuh (in) 3d.0 74D 42.D 47.7 9A0 08.0 126A 1420 HIS I jamb I H6S I Jamb HbS 1amD H6S JamA 7 6 7 6 8 6M7S86 9 S 7 6 8 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/4-40 XIX SGD 143" x 96" REINFORCED ELEVATIONS F.A. 1 08-00503 SCALF NTS °" 02/23/09 L 2 OF 9 L R08ERTO LOMd %S P.r:. 1437 WODEIFORD RD LEWt6V& & NC 27= DATE ! APPROVED 03/06/12 FR,L 10/15/13 ER.L 12/06/13 R.L. 08/05/15 R.L 06/22/17 R.L SIGNED: 0612212017 GEN" AfOF Luis R. Lomcs P-E. Fl. No.: 62514 1/2' MIN, EDGE DISTANCE WOOD FRAMING 1 3/8* MIN. OR 2X SUCK EMBEQMENT BY OTHERS 1 3/8- MIN. 1/4- EMBEDMENT MAX. SHIM 10 WOOD SPACE SCREW 1/2- MIN, EDGE DISTANCE 10 WOOD SCREW OD FRAMING OR 2X SUCK BY OTHERS EXTERIOR 11 11 d 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING 08 2X SUCK INSTALLATION NOTES, 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WTH ASTw E21 12 10 WOOD SCREW BE SET IN F APPROVED MIN, JENT WOOD FRAMING OR 2X BUCK BY OTHERS REV DESCRVrON DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTNC 10/15/13 R.L. C ADM FLANGE INSTALLATIONS 72/06/13 R.L 0 REVISED INsTALIATIGN GETAAS 15 R.L. 1/4' MAX, E REVISED 11`11`7-ALLATION DETALS 06/22/17 R.L SHIM SPACE INTERIOR El EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x W REINFORCED FRAME INSTALLATION DETAILS DRftX F.A. 08-00503 5CIIE NTS 02/23/09 ]-3 OF 9 L ROVERTO L OUAS P.E. 1432 ACWFORD RD LEw)sva4& Ac 27= SIGNED: 0612212017 to AYOF Luis R. Lomas P.E, FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR LF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE ii 1 /4" MAX - SHIM SPACE 1/2' M;N. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE WSTALLA77ON NOTES' i. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT By OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM F-21 12 dS OR RILLING IR TO BE SET IN 3ED OF APPROVED d-ANT 1/4" MAX. SHIM SPACE 1/2" MIN, EDGE DISTANCE INTERIOR J10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR REVS Dry REV DESCROMON DATE APPROVO A ADDED CR4JM 03/06/12 R-L 8 REASED PER NEW TESTING 10/15/13 R.1- C ADDED FLANGE NSTALLATIONS 12/06/13 R,L D PSASED WSTALLATION DETAALS 08/0-5/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 1 R,L p JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 4y E NGRATZ. PA 17030 a 51SERIES430/440 XJX SOD 143" x 96' REINFORCED FRAME INSTALLATION DETAILS jq OTAYi: T OF 4 0 R 1101. DRAW oll" 01 IlLy 08-00503 E 01ONAL 111110 Luis R. Lomas P.E. FL No.: 62514 NTS 1— 02/23/09 1-4 OF 9 ILROWRTOiOMASPZ 74W WOWFORD RD LEvfisvuLF- Ac V= 4344n-0609 fAw4S@kAwt3spv — RDtSONS 1 1/2" MIN. .. 1" MIN. v o[scR+pnaw aTE ,waxrnmSEPARATION _ EDGE DISTANCE A ADDED CKARTS 03/06/12 R.L 6 REVISED PER NEW TESTING 10/15/t3 R.L 1 1/4" MIN. 1 1/4" MIN. 1/q" C ADDED FLANGE iNSTALLATIONS 12/06/13 R.La . d EMBEDMENT EMBEDMENT SHIM SPACE D REVISED INSTAL1.AT)ON DETAILS 08/05/15 R.L J CONCRETE/ E REVISED INSTALLATION DETAILS 06/22/17 R.L. MASONRY BY OTHERS _ 1' OPTIONAL MIN"-- —1 DGE IX BUCK DISTANCE .. TO B£ INTERIOR PROPERLY SECURED SHIM SPACE v SEE NOTE 3 SHEET 1 3" } 3/16" TAPCCN SEPARATION EXTERIOR 1 INTERIOR 3/16' TAPCON , t SILL TO BE SET IN EXTERIOR J A BED OF APPROVED 3/16" TAPCON_ SEALANT JAMS INSTALLATION DETAIL i CONCRETE/MASONRY OPTIONAL 1X BUCK CONCRETEMASONRYINSTAL.iATION MASONRY/ BY OTHERS TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 a ; •A ' i _r NOTES: 7 1 MIN. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, EMBEDMENT NOT SHOWN FOR CLARITY. a • Q'_,. - 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE a DESIGNED INACCORDANCE WITHASTM E2112 SIGNED: 0612212017 z PN, 1" MIN. MI WINDOWS AND DOORS LLG 1111sItIrII SEPARATIONEDGEDISTANCE650 WEST MARKET STREET ,5 ;' LDSjtYi VERTICAL CROSS SECTION GRATZ, PA 17030 ` • G E N'y' 9; CONCRETElM4SONRYINSTALLATION e SERIES 430/440 XIX SGD *• 0 1" •'k'- 143" x 96" REINFORCED ,yp FRAMEINSTALLATIONDETAILSlDa , ' 3AT OF aaAWN: owc NO, Rtv 'F":•OR.OP•;t'*' saac NTS aa>£ D2/23/09 08— 53 OF 9 E ,// l j NAi- * L. RO&ERTO LOMAS P.E. Luis R. Lomas P.E. KVWOODFORDRDLEWISVALE, NC 27= Nomas bJan7spr,can FL No.: 62514 0 FRAMING i 2X BUCK BY OTHERS 10 WOOD SCREW EXTERIOR 10 WOOD SCREW OD FRAMING OR 2x SUCK By OTHERS T' / 2" MIN, EDGE DISTANCE MIN. ENT 1/4- MAX_ SHIM SPACE INTERIOR 1/2- MIN, EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESfGNE0 IN AGCORDAACE WITH ASTm E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT EMBEDMENT REV,WONS D--CAL-7m DAT!: APPROVED ADDED CWTS 03/06/12 R,L 8 REVISED PER NEW TESTING 10/15/13 R,L ADDED FLANGE INSTALLATIONS 12/06/13 R-L 0 REVISED INSTALLATION DETAILS O8/05/15 R.I- 1 3/8- MIN, EMBEDMENT 1 /4' MAX, E REVISED INSTALLATION DETAILS 06/22 SHIM SPACE 1/2" MIN. EDGE DISTANCE INTERIOR 10 WOOD SCREW EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2x SUCK WOOD FRAMING OR 2X SUCK INSTALLATION BY OTHERS MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143- x 96" REINFORCED FLANGE INSTALLATION DETAILS Dplwil F.A. 08-00503 saLE NTS JoOE 02/23/09 Is"=6 OF 9 L. ROBER70 LOMAS P.E. 1432 WOODFORD RD LEWSYXLE, NC 27= 4344",Vw yea naype.,mm SIGNED: 0612212017 1illltjjjo/ 5 p TAM T0' Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE By OTHERS 1/2- MIN. EDGE DISTANCE i. r-A I =tfIL)H liv I crili-ipf 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATTON NOTES" 1. iNTER/OR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WI TH ASTM F-2 112 1/4' MAX. SHIM SPACE OR LUNG L TO BE SET IN BED OF PROVED SEALANT 1 1/2' MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX, SHIM SPACE RE14SONS REY A ADDED CHARTS 03/06/12 R,L 8 REVISED PER NEW TESTING 10/15/13 —w—L ADDED F.'ANC-E INSTALLATIONS L D REVISED INSTALLATION DETAILS 08/05/16 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 "L JAMB INSTALLATION DETAIL MET4t. STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAIM, F.A. 08-00503 NTS 1-17, 02/-2375-7--7 OF 9 L P08ER70io"As p'z A3Z MOOFORD RO UW6VXLE. NC 270M 4-4m-06W a 'W. SIGNED: 0612212017 IR to 4f 00 1/ 0/0 'kxIINACE \\\ Luis R. Lomos P.E. FL No.. 62514 1 1/2" IN, 1" MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS 1/4" MIN. EMBEDMENT OPTIONAL ix BUCK TO BE PROPERLY 1 4"MAX. ESECURNOTEE3SHIMSPACE SHEET 1 3/ 16' TAPCON EXTERIOR 3/ 16- TAPCON —\ MASONRY/ CONCRETE BY OTHERS acrtlrw; Iv,v VERTICAL CROSS SECTION CONCRETElMASONRY WSTAUAT ION INTERIOR T 1/4' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1" MIN. EDGE DISTANCE s 3" MIN. SEPARATION 3/ 16' TAPCON SILL TO BE SET IN a + A BED OF APPROVED SEALANT CONCRETE/ MASONRY BY OTHERS 7 1 1/4" MIN, EMBEDMENT 1" wt". EDGE DISTANCE INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVISIONS OESCkPnON O+,iE nPPR.NW ADDED CMARTS 03/06/12 R_L REVISED PER NEW TESTING 10/15/13 R.L ADDED FIANCE INSTALLAT*Ns 12/06/13 R.L REVISED INSTALLATION DETNIS 08/05/15 R.L. REVISED ixSTALLATIDN DETA;Ls 06/22/17 R.L. O Elli JAMB INSTALLATION DETAIL CONCRET& MASONRY INSTALLATION NOTES; 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MIN AS TM E2112 III WINDOWS AND DOORS LLC 650 ) PEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN, DWO NO. F. A. 08-00503 NTS I WE 02/23/09 8 OF 9 L ROB£R1O LOMAS P.£. 1432 nVOOF'ORD RD LaWSVXLE. NC27023 34- 680•0609 r,?wmiis6j14Axrr, ra.cwm SIGNED; 0612212017 M61 = Luis R. Lomos P.E. FL No,: 62514 1 5/8' MiN, EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP --— 1 1/4' MIN. EMBEDMENT x BUCK BY OTHERS, lX BUCK TO BE PROPERLY SECURED EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE METAL STRUCTURE BY OTHERS TRIM — INTERIOR HOOK STRIP n' OESCKiFMON CA -If APPROVED A ADDED CHARTS 03/06/12 IR.L 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R:L 0 REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/2' MIN, EDGE DISTANCE 10 SELF DRILLING SCREW 1/2' MIN. PANEL EDGE DISTANCE EXTERIOR !U INTERLOCK NOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8 1 ' MIN. EMBEDMENT HOOK STRIP 1. A—\ 10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X 8UC4VAWD FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS owc ego. F.A. 08-00503 s ALE NTS 1— 02/23/09 1— 9 OF L. ROBERTO LOMAS P.E 14= WOODFORD RD LEWtSVJUE. SC 270n SIGNED: 0612V2017 0 10111111/ RLo A oTAT OF q,/ tt,DhIAL1` . Luis R. Lomas P.E. FL No.: 62514 OCIS Home Log In User Registration Hot Thpics Submit Surcharge Slats & Facts Publications FBC Staff i BCIS Site Map' Links Search db drProduct Approval00USER: Public User Application Detail IIIIIIII!IIII I M01, la -R12F1FL9174 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Mark Garon Mark Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr, Pensacola, FL 32514 850) 474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Rhone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida License PE-46718 Quality Assurance Entity Inter -Lek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey R Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence ?_Q_I Z, PQ F Referenced Standard and Year (of Standard) Slaftftrndl DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Sections from the Code Year 2012 2012 Florida Licensed Professional Engineer or Architect EL5)L74 Rj.LEqjLi ja i qj Fti, tiqL_B±pWt . _gL Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Products FL # Model, Number or Name 9174.1 -5-1-2-076-100 / 9100 #0228 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 15120 / 6100 / 9100 #0229 Method I Option D 08/11/2017 01/02/2018 01/02/2018 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: 1. 15,30/-17.00 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door I, a replacement door. 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: 1-25.90/-28.80 Other: Description 9' Max width. 8'-9" Max height, Max section height 21". Glazing available in top or intermediate secLion. Installation instructions UalzijlU-IU- 22aa:'E.RS#f p-p sWRpd ndf Verified By: Gordon Thomas FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports EL21ZA B12 AE WD2017-OOI.R2_EyALUAlWa2tRWl-_FL912_4,2Df Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21", Glazing available in top or Intermediate section. Installation Instructions EaJ74 _B 12 jj__DZZ9 naKq S L2j7j__UZ I I n -tL Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section, Installation Instructions F 174 R12 jj0 318960-_P I 0-_S_Ljdf L74 _RjLJLjQZAq4_P Tr iqLLI . n_td&(Jf FL9174 R12 11 . 4 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Patty, Yes Evaluation Reports z_fL_91/P LF Created by Independent Third Party: Yes 9174.4 5120 / 61.00 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21", Solid onlyII - no glazing available, Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other, Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions EM EU174 Tjtat--CL)agr sj(n &,TAf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 9' Max width, 8'-9" Max height, Max section height 21". GlazingIIavailableintoporintermediatesection. Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other; Installation Instructions EO —174-RIZ-9-3914-94.±IL-hacK E-L,9-1-74iR12JIL 3 1C2Q 16latDb (annectloq -Su ignfl-stAf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports 1-9 i n, 11q p Q r Created by Independent Third Party: Yes 9174.6 i 5120 / 6100 / 9100 #0235 16' Max width, 8' Max height. Max section height 21". GlazingIavailableIntoporintermediatesection. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39,20/-43.70 Other: 9174.7 15120 / 9100 #0232 Limits of Use Approved for use in HVHZ., No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12,40/-13.80 Other; Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.8 15120 / 9100 #0233 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +18,50/-20.70 Other* Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. 9174.9 15120 / 9100 #0236 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30,00/-3350 Other: 9174.10 15120 / 9100 #0237 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ*. Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174.11 5120/5140/6100/9100/9400/96001 #0600 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.12 5120/5140/6100/9100/9400/96001 #0601 Limits of Use Approved for use in HVHZ: No Installation Instructions PI P— L 174 RI-) TT _IZ462Q .lambC Qnnef-j:ip j)o) fjijp Pjf___ 5_ *_ Verified By: Gordon Thomas P.E. FLORIDA PE 46716 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions EL21L4-- R1LjLD22 L' 9 2-.§-5.124t ELn-L4 BJ2 7 r n Char sigagqpdf EL9174_,R.12 JL-IgA62 P Verified By: Gordon Thomas P.E. FLORIDA RE 46718 Created by Independent Third Party: Yes Evaluation Reports EL9JZA- R-LL-& Pf Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height, Max section height 21", Glazing available in top or intermediate section, Installation Instructions F- L917-4- 3 FL21ZA B12 11 - 4 P k Verified By: Gordon Thomas RE. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports Jiqn- R=q- rj,_Fl,2jZ4_jLQF Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions 15MpjLIP Verified By: Gordon Thomas R.E. FLORIDA RE 46718 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 21", Glazing available in top or intermediate section, Installation Instructions la n W, PA LA1Z4_R-12 I ZAj§ b donne- S t1qn Supp_ -_j36? j_ QP_ _4PL_-- Verified By: Gordon Thomas RE. FLORIDA RE 46718 Created by Independent Third Party: Yes Evaluation Reports fLq.L74 RELF Created by Independent Third Party: Yes 9' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section, Installation Instructions Lq1? a -- - F-L91Z4 E- 0jZ4_-R I 2 JL_3_ 246% PLEA.lamb QqAfLectiau-i --agned-DIff p Verified By: Gordon Thomas RE. FLORIDARE 46718 Created by Independent Third Party: Yes Evaluation Reports EMZ,,!_B 12 Aj_ 1: k tp 11.7-QQLR-2vdLr 'ionkp--LL%L F -E- d— f Created by Independent Third Party: Yes9' Max width, 10' Max height. Max section height 24" Glazing available In top or intermediate section. Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41,00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 RI ion R ort fL3174 PDE Created by Independent Third Party: Yes 9174.13 15120/5140/6100/9100/9400/9600 16' Max width, 10' Max height, Max section height 24". Glazing available in top or Intermediate section. 602 Limits of Use Installation Instructions Approved for use In HVHZ. No Approved for use outside HVHZ,- Yes Impact Resistant: No Design Pressure. +15,301-17,00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other. Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 E0Laj0_&pQrt FLqA,74,PDF door, Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/96001 #0603 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure. +23,00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure I designed as partially enclosed or door is a replacement door. 16' Max width, 10' Max height. Max section height 24". Glazing available In top or intermediate section. Installation Instructions EL912A R EL9124 RL 2_,U_324620 P16 lamb Verified By: Gordon Thomas RE, FLORIDA RE 46718 Created by Independent Third Party: Yes Evaluation Reports Ft I74 _R12 AE_WQ 2QLZ:QQ1R2 EvaLy r 4.PDE Created by Independent Third Party: Yes 9174,15 5120/5140/6100/9100/9400/9600 16' Max width, 8' Max height. Max section height 24" Glazing1 #0604 1 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant; Yes Design Pressure: +39.20/-43.70 Other: 9174,16 5120/5140/6100/9100/9400/96001 #0605 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure I designed as partially enclosed or door is a replacement door. Installation Instructions EL?_ 74 R12- 11 _agL_ 9.17 Verified By: Gordon Thomas R.E. FLORIDA PE 46718 Created by Independent Third Part)(: Yes Evaluation Reports FI,,.%14--R12 17 L FE _KJ 74,PQFA Created by Independent Third Party; Yes 18' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. Installation Instructions f U174 R1 2 Ui L E— L91424211- Verified By: Gordon Thomas P.E. FLORIDA PE 467.18 Created by Independent Third Party: Yes Evaluation Reports 1 / 4. PPE Created by Independent Third Party: Yes 9174. 17 5120/5140/6100/9100/9400/9600 181 Max width. 8' Max height, Max section height 24" Glazing I #0606 available in top or Intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +30.00/-33,50 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door, Installation Instructions LhApt _ aLqn q dj j iff E- L1LZ4--1K12-JL-j24.62Q-Ptf JaML) Conned Wn SmA)j Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Partv: Yes Evaluation Reports i.,- f Kf Created by Independent Third Party: Yes 9174, 18 5120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No --j 41 ,&Q9 -1%)_4 5 O_Ljo( Approved for use outside HVHZ: Yes F TZ4 -KI2 jt-40?1,94_21jL rgLk L Chkit 11' I _5Mppj_Q L ApAf Impact Resistant: Yes Design Pressure. +39.20/-43.70 EL2LZj_RjZ_jLjZ45 0 C PJAJLrnqonrL4ZctiorL i ggagdf d k __Sqp pOther: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 9174.19 15140/6100/9400/9600 #0608 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.20 15140/9400/9600 #0607 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant* No Design Pressure: +25,90/-28,80 Other, Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Created by Independent Third Party: Yes Evaluation Reports FL917,1 RtZ_ALAD 7 09 RZ a q i ReL)Q_ctE_L _1 4ZQJA_ _Ev&_q 7__EQE Created by Independent Third Party: Yes 18' Max width, 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions E19_1 Z4_91ZJL39M4__P I LjiAck__au e-r ntC a rsi ne-0w2L _&df Verified By: Gordon Thomas RE, FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports EL9174 -P F Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section, Installation Instructions PL= hart 5jg_OS d_.tid EL91174 RIZ I Verified By: Gordon Thomas RE. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes qn :: _Z§Ak_gJpjr Stofte,_Road latia e PhP - ,-Tkt_ _11st- 1 9 pp- 59- FLIZ 9 - A 4L The State of Florida Is an AA/EEO employer. CopytIght Z007-2013 Sta&C of Eigrlqa, :: Privacy Statement ;: 8Ql;essll;iflftv Statement :: RC(V2d 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 8504137.139S, -Pursuant to Section 455.275(l), 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 ernalls provided may be used for official communication with the licensee. However email addresses are public reco-cl, 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 bSX9_. Product Approval Accepts. MCIMEM Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1) 1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued, 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Kornish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 1. Introduction/ Scope O\\ ll I I I///, / / OVA Q, No. 46M STATE OF Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174, The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P I, Backer Steel D. Wayne Dalton Drawing No. XN 17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E,, dated June 10, 2011 Ill. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSIIDASMA 108-2002 and ANSI/DASMA 115-2005. ANS11DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSIIDASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 A ik-74.3-' FL 9174.-4— FL - 9 - 174.6 9-665 9605 9605 9605 9605 Door Size W x H) 9' x 8'-9" 16'x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 2--6.901 80 sf 15.30/ 09Pg - 7, 25, 901 80 - s ZqP30. 00/ 33. 50 psf 4320 49. 60 Psf—fBacker Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga TYP- 2- Drawing # 318958-P8 318959-P9 318960-Pl 0 318996-P6 319022-P6 Impact Yes No Yes Yes Yes Table 1A - Doors under Evaluation FL 9174.6 '- FL 9174.7 FL 9174.8 FL911744-- FL9174.10 Model # 9605 9605 9605 9605 9605 18,- x8,-9" 18'x8' 3000/ 18' x8' Design 3920T—-- IZ4 01 1 —8.50 39.20/ Pressure 43302s f 3,80 Sf 2q.72 --P—$f_:qq.50 p sf 3.70 p f 4sBacker Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Yes No No Yes Yes Rating N. Table I B - Doors under Evaluation ,go 0 NO, 46718 (P STATE OF 441- x' 40 2 VAL t 0N FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14-- FL 9174.15 Model # 5145/9405 145/640--'-- 5145/9405 5145/9405 451 9405 Door Size 9' X 10' 9' x 10' 101 16' x 1 - 0, 16'x 8' WxH Design 26,90/ 41.001 15.30/ 23.00/ 39.20/ Pressure 30.80 psf 46.30 psf 17.00_psif 25.00 psf 43.70 ps, Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga, Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030 -P6 Impact No Yes No No Yes Rating Table IC - Doors under Evaluation tr FL 9174.16 FL 91-74.17 '--F-L-9-174--.18 FL 9174.19 FL 9174. Model # 5-1 51-45—/940-5--- 5--1-45/-9-'4-05 Daor Size 18, x 10' 18' x 8' 18' x 8, 18' x 8'-9" 1-67 x —81-99 W x H) Design 15.30/ 30.00/ 39.20/ 18,501 25.90/ Pressure 17,00 psf 33.50 Psf 43.70 psf 20.70 Psf 28.80 _psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031 -P5 319032-P7 319035-P6 319034-P5 319033-P6 Impact1cf — No No Yes No No Rating Table I D - Doors under Evaluation C. Conclusion NA D: -rly0 No, 46718 STATE OF N S " 0 M, LA Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 5th Edition 2014) and 6th Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) 1 have no financial interest in Overhead Door Corporation; (2) 1 am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 6IG20-3.009(4), F.A.C. 3 June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1) 1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the reports are being issued. 4) 1 do not have, nor will acquire, a financial Interest in any other entity involved In the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 i1. NON -IMPACT RESISTANT GtAZWG OPT" - dB0' MINIMUM SSB GLAZING IN MOLDED FRANCS SCREM,£O 13 GA NORIZ ANNYE- TOGE7HER WITHA UNINIUN OF (6) #6A1' SCREWS RSTALLED 10 TOP OR INTERMEDIATE SEC30M (PATH OR 4AiXOJT DECORATPE INSERTS) HEFTS UNIFORM STATIC DESIGN PRESSURES SHOON CO THIS ORAVONG- GLAZING 13 CA FLAG ANGLE - SHALL HAVE A MAXMI.IM HEIGHT OF 13,75' AND A MANIMUM LENGTH Of 16.75'. GLAZING IS NOT IMPACT 16 CA MIN HORN- RESISTANT AND DOES NOT MEET THE REOLIR£AIENTS FOR TRACK NND_5ORNE GERMS REGIONS. 2. IMPACT RESISTANT GLAZING OPTION - IMPACT 5/i6il^5 • RESISTANT GLAZINGG SYSTEM!MAY BE INSTALLED IN TOP MIN 3 AS OR iNTERMMATE SECTION (10711 OR WITHOUT DECORATIVE SHOWN) NNSERTS) L GLAZING SHRILL BE 1/4' MAKRCLON-AR 16 GA MIN V£RT- POLYCARBONATE OR EQUAL GLAZING $HALL HAW A MAXIMUM HEIGHT OF 15.21' AND A MA)BANN LENGTH OF TRACK 50. 00', GLAZING IS gNAC7 RESISTANT AND DOES MEET THE RECIU MENTS FOR MOO -BORNE DESIUS REGIONS 5/Tbx1-5/b' LAG - SEE DETAIL E ON GREET 2 FCR ASSEMBLY DETAILS, SCREW AT EACH GLAZED SECTION REWU S REINFORCEMENT BRACKETS JAMB BRACKET ATTACHED TO U-MAR ON UPPER INTEGRAL RIS (SEE DETAIL G SHEET 2). 16 CA J-STRUT SCRE41£D TO LOWER 1/4-2W/16' TRACK- NITCORAL RIB OF SECTION AND OPERATOR SIRE TO RE DOLT AND 1/4-20 SEA FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) PANT APT EACH X JAMS 1/ 4-T4x7/6" SELF ZRVi CAWTir SCREW TO AnAGH BRACKET LOCATION THE J-STRUT TO W. INTEGRAL RM3 ARD OPERATOR STYE A'. THE CPNIEAt1NE OF THE DOOR PER DETAIL T OR SHEET 2, 3. VINYL OR WOOD DOOR STOP NAILED A MA)BADM OF B' D. C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS RIMMUM 7/ir TO WET NEGATIVE PRESSURES, 4. KEY LOG(, STD£ LOCKS OR OPERATOR REWRED. 5. CONSTRUCTED MOTH FOAMEKWA 15 CA STIFFEIEO- JAMB BRACKETS POiUViALLRETHNYPLACEfiEMKALLYPLACEAMIFOAMSEESCHt3COCAFOR6AAi1NA,OR FACER STEEL AND A BONDEDTO30ECFACERINANITY', ON, N E PO! 1LTt41NAlE DACXER, OR 32 GA STEEL BACKER. END AND TY7PE ANDTYPE CAP TO HAVE A 11' DEPTH. S. THE DE.SGN OF THE SVTPPOKTING STRUCTURAL KEY LOCK OR SOD£ LOCI, ELEMENTS SHALL BE THE RESPONSIBILITY CF THE BOTH ENDS (NOT PROESSONAL OF RECORD FOR THE BULGING OR REQWREO VAIN OPERATOR STRUCTURE AND IN ACCORDANCE WITH GU MY DJLDINr; SEE NOTE 4). SLIDE RAW CODESFORTSELOADSLISTEDONPisOWO. LOCK SHOWN FOR 7. ODOR JAMB TO BE MINIMUM 2A5 STRUCTURAL GRADE CLAM FY LUMBER. REFER TO JAMB COHNEC710N SUPPLEMENT FOR R141EL (4) SECTION SDtO j ATTACHMENT TO SUPPORDNG STRUCTURE. DOOR SHOYN. SEE SHEET B. LOUVER OPTION - 90a" LOUVERS IN di0? OED 2 FOR U-BAR LOCATIONS ON DOORS WITH OP -MA 040' FRAMES SCREVO TOGETHER WAIN A LWMI.n1M OF (6) SECTION CUNflBES AND Oxl- SORETS INSTALLED II THE 0071OM =710N. LOUTS ARE NOT IMPACT RESISTANT AND DO HOT MEET SEE NOTES 1 AND 2 ON TITS SHEET FOR GLAZING fl9• BGNS' THE REOWRENAENTS FOR DEBRIS REGIONS. LOUVERED SECTION R£O RCS OPERATOR STILE TO M£ FACTORY I;STALLEO AT THE C£NIERLRNE OF THE DOOR, SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE Vw H ODOR LWTORM LOAD EACH JAMS (P.F) YDOMIG- u l ANTI i caa/-W»,V T; 1151i 1T11//j7/ I - 3k : NO. 77945 Q-'" T STATE ANAL. i• t'.''• 675 COUImi ROADI 46ML`0tAt1Y ROAD 16I NowT HCM, cHp I a vc >ras u x NSTace S{ PROFES*mx. DIGWMIS 5EH a PROX"D Y Fw 3 ~ 4ADl OF rwr . --am w:uas SEE U-BAR NOT ON STET 2 FOR U-SAR 1NSTALLA710M 20 GA ENO CAP AT - 1 FASi£NFR T71PE 1Ii1jAT CAPS AND BOTTOM RETAINER. RUDE A D NTERADDS HINGE CRUDEANDI, OPTION. CHANLOUVGED STRUT COTIFICATIO14 METHOD FROM COLORED E TO STAMPECGNUMBER. OR 3/B/C6 PS A0 SUPERIMPOSED DESIGN PRESSURE LOADS ON SPPO47YNG STRUCTUREANDCLARIFIED NUMBER OF FASTENERS AND CENTER REOURED FOR NARROWER DOOR RR'uTH3- MRD S/ICf04 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDEO M'JDd b1O0. OWIED NOTE B TO ATE THAT LOUVERS ARE NOT IMPACT RESISTANT, GAIT 6,ww FATBRACKET S. ADDED FOR ATKDSTT, ADDED Z HRTRACKDETAILSH'c£x 2 CRT 4/77/06 R-. PB ADDED IMPACT ITO B'-V. ADDED NIGH WFT AN0 "OF PITCH TRAGIC 7N6T& CRT 7/22/0B r PS UPDATED TIRE GILL GOT 1/2H/7D PIG ER31526 i Acom 0605, AID T SACKER NOTES RFWRED( 5ON DOOR W01WS) CENTERSGREATERPER NTHANESO 51233/2D17 1Y-O', ( 3) CENTER HNOES PER J0011 REQUIRED 04 DOOR WIDTHS LESS THAN OR EQUAL TO 1Y-O'. FOLLCM4 DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-204/16- TRACK SOLT AMC RUT. FOUJOMNNG IXNENSON DENOTES OACK INSTALL JAMS BRACKET INSTALLED IN BUTTERFLY SLOT SO ADDITIONAL HARDWARE NEEDED TO ATTACH 70 TRACK, DOORS WTH HIGH LIFT. ROOF PITCH. AD/GR GREATER THAN B' IN HEIGHT REWIRE USE OF CONTRUOUS WALL ANGLE SEE AWPL04ENT TRACK CHART FOR DETAILS STATIC PRESSURE WINGS IAPPROYEp SZ£S SCALE: N.T,S. SIZE: A e DESTON ( PSF): IM, NTH: 16'-0' n Wayne n 4 TEST ( PSF} +3B.Ba 4320 1MA% HEIRRT: B' 0' AYA4 DATE 3/ 8/ 06 I NAME GOT 1•,/' NpaLLB1. WACT/CYCLIC RATED {YES/401: YES MAX S£C7 {IM HE;LRTT: 21" ECKE0 4/6/OB IRIS J Iff r t GARAGE ODORS MODELS 5920/ 9100j9605 DICED I of 2 IA DIVISION OF OViRREAD DOM CORI ORAWIHO PART Na REV, SS ADD" ONUVE 1 ru+ sAcmrA_09lDA 325i4 IND£OAD SPECIF;CATION OPTION CODE 0230 318060 P10 13 GA AOUSTABLE TOP ___DACE U-BAR OVER INTEGRAL RW 13 CA ADAMIABLE ASTACR BOTTOM BRACi(ET FUTURE ATTACHED TO WIN THE B) PRE -PUNCHED TOP FIXINARE TO BOTTOM U-5AR WITH (2) PRE -PUNCHED HOLES "` HOLES EACH END FACING UPWARD 1/4-14.x7/W SEIF GRILLING 1N BOTTOM OF V-8AR / AND ATTACH TI18R END CAP AT CIOMPT7iE SCREWS WITH (2) 1/4-,14%5/8' EACH END III {2) 1/4-14n7/a' / Oft TiIE SCREWSSELF D usa MPT17 SCREWS I j FOR STANOARO TRACK ALA (I) j 9 / 4-14s7/a' SEF LWG FORLOWHEADROOMCHIMPTIEMcx ( OF WHI iMPAC7 ZTiiM TICK AREUSEDTGATrAC'{ED THE ICY' DETAIL A BRAac£; AS SHOWN). LCW HEADROOM TRACK 13 GA ROLLER SLOE ATTACHED TO IN TOP OF it -BAR PLACE U-BAR OVER INTEGRAL Rib WITH PRE-PUNCHEDFi WITH {) 1/4-CfiBPTtTE SIRENS. USE k G MIN410E TO ENSURE TNF ( a) PRE -PUNCHED HOLES EACH ErG FACING UPWARD AND ATTACH THRV END PROPER ALIGNMENTROLLERS CAP AT II END WITH (2 1 4--14X7/a' SELF DRILL'.NG CAJMII5 7E t5 CA HINGE ATTACHED U-8AR PLACED OVER TOP W17H { 4) 1/4- r F4 RteOH 'HE BOTTOM SECTION $FIAt.L (Xd.Y CR1Mf' TTRE SIR ATTACHED R#RU END CAP AT EACH WAT ARE FA FHp WTH {1 a/4-74xk/ SELF ORALWO CRIMPATE LOCATED ON SHE ATTACHED)S, BOTTOM FLANGE# 7}{E U-aAR NOTE', DUE TO CLEARANCES REQUIRED TO 2' HILDA STO INSTALL SCREWS AT ,1}E ENDS OF THE ROLLER VOTHA- U-BARS, ALL U-BARS SHALL BE 4-1/ 2' STEM WS7AU.£O ON SEC. PRIOR TO INSTALRINO ROLLER SUCTS AND TOP FDCVJRE ON THE U-BARS SEE ATTACIALCHT N07U ON THIS SHED. tb GA HNGE ATTACHED --- PLACE U- BAR DICER WTEGRAL RM AND ATTACH WTH {6) 1/4-20>S/8' CRNP CRaiPRiE SCREWS (2 OF WTH {2} T/h201b1a' . ARE FACTORY VHCH ARECRYVITACIMPTI7ESCREWS U PRE-PUNCHED HOLES AT 3 EACH SNTERAFLIATE HINGE ARC FELD INSTALLED INTO LOCAIXON (1 MW FLANGE TOP LEAF. AND 1 O:' O4 U-9AR ANO BOTTOM YM4H 15 i&1D ISTALLED BINGE LEAF AND 1 THRIJ FHRU PRE- PIMCNEO MR*_ . - WE8 OF U-BAR AND N u- eAR) DEAIC INTEGRAL AD OF SECTION) 12 GA BOTTOM HRAfidffi FACTORY ATTACHED WTH r3) T jh14zSJa' / PLACE U-BAR OVER LYTEORAL AD WITH CRDIPTi7E SCREWS BRICK A II N" A N TCLEAR 8( D7TO BM RACKET ATTACH 7NRU CAP AT EACH 00 WTH ( 1) 1/11-14,015' SELF ORILLLNG CRBMIITE SCREW AS FOR IMPACT RESISTANCE, SHOWN AND USE (1) 1/4-14D/6' SELF BOTTOM BRACKET MLST HE ORlLUNG CRAM", SCREW ACROSS THE SCREIIED TO HE BOTTOM U-BAa WITH BOFTOIJ Of THE BOTTOM WHAR AT EACH PRE -PUNCHED HCLE AT EMERY 2) 1/4-14X7/ a' SELF DETAIL D HINGE LOCATION. USE (1) i/4-2QY5/a' DRILL'HG 1RWPTM;£ SCREWS. SE£ !UPACT BOTTOM RRACICT CIRUPTITE SCREW AT AIL OWR PRE -PUNCHED HOLE LOCATOO L DETAIL 7HS SHEET. OETA3L A USED ONLY ON IMPACT - GRAZED SEC" - 11 CA W-TNFO CEMENT BRACKET ATTACHED MTN W 1/4- 11.7/3" { SELF Lwo i\ Q3CRMPT17E SCREWS ( 2 C THROUGH BOTH BRACKET AND V-BAR) ' 3DTAII G X1ike4AT CENTER tin£ OF DOOR 1HRU J-STRUT X AERATOR BRACKET. 8D1E: -STRUT & SCREW ONLY REOUIR£0 ON IMPACT GLAZED SECTIONS SEE ROTE 11 1 3 1 t BBX3/4' M?N SURJLESS S REiYS WITH STAINLESS BACKED RUB MAXWASHERS--_--._, 3-- t%2' O,-- MA ES4y,} { r7-- ..__._._._. k aNe.., BEAD GZ iNO. '•: ZE 77945 *- S ax SEALANT UiR Z EOWVALENT 0 STATE OF = L( 74 ` FACER STEEL c10RIOP'. •'' 1'' S/ANAL#* c 17111lTS1Ri1 4576'lF ,L XfM91, & I 4sN M., H RQMDIwC71i . MW1WJF. AM 7TW4s Ta 117455 PlROFW63 OIGHIER•S SEAL PROWOM O4T FOR I£AACAT,'JM R WW+0.D.IP M-*L:TKN 9LT NON-SRADCTURAL DECORATIVE BJN£ R YANDOW iilM DETAIL E 5) SECTION DOORS n{ G) 3. 16 CA, St U-BARS LOCASNIEGRA1, AMISS AS SHOWN4) SECTION DOORS Y" ( 5) 3', 18 GA. 80 KSI U-SARS LOCATED OVER INTEGRAL INS AS U- 8 R AITAO? MENi NOTES 1. ALL U-BARS SHALL BE PLACED DYER INTEGRAL RINDS AIM ATTACHED IHRU PRE-PUHCIEC HOLES vArX (2) 1/4-14X5j8' C ILIPTITE SCREWS AT EACH ITITRMEYUTE MORAL LGCATTON, (2) 1/4-14X7/a- SELF DARLING ORM"TE SCREIIS AT EACH END CAP (EXCEPT SM MY - BARS ON BOTTOMSEC7iUN - SEE DETAIL 8 AND O THIS SHEET), (2) 1/4-14.15X CR;MPOT£ SCREWS APPROXIMATELY ANYWAY BETWEEN END OF COCA AHD INTERMEDIATE HINGE LOCATIXW, AND ( 1) 1j4-144/E' CRIMPME SCREW APPPRROAMATELY H' FROM EACH END. FOR DOOR WIDTTIS GREATER THAN 12'-0'• THERE SHALL BE A TOTAL OF (20) SUCiV3 A7TACH100 EACH U-BAR EXCEPT 80TH U-SARS 6N BOi TOM SECTION SHALLHAVE A TOTAL OF (18) SCREWS EACFL FOR DOOR WADINS LESS THAN OR EQUAL TO 12'-IY, MIERE SHALL 8E A TOTAL OF {tb) SgiEY'S ATTACHING EACH U--8AR EXCEPT BOTH U-SARS ON IT" SECTION NON-SIRUCTII,AL DECORATNF_ SHALL HAVE A TOTAL OF (14) SCREWS EACH. WIER WINDOW 'fiiN 2. VI THE EXOEPT74N Of THE (s) PRE-PURO MED HOLES 1N 1/4- PCtYOARBONATE THE TOP OF EACH END USED FAR ATTACHMENT CE THE ROLLER SLIDE'S AND THE (( 6) PRE -PUNCHED HOLES SN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF PIE TOP FIXTURE AND UNLESS NOTED OTHERMSE ON THIS S'ECFICATION DRAWING, ALL PRE-PON04ED HOLES IN ALL U-SARS SHALL BE 1 ATTACHED 10 :HE DOUR YATH 1/4-14X5/8' CRIMPTITE SCREWS. 3, 18 CA U- BARS SHALL BE STAMPED '46' APPRY)aMATELY a' FROM EACH END, TO ADDED 5/GJ07 am FOR WIDTHS IMFED . IAMB XETSCHEDULE FOR OPTION, ADDED UW X DETAIL SWEET 2. 4/17/08 7/ 22/Ca UPDATED 711L£ BLOCK a/ 2I/to ER31526 ED "m AND XER NOTES 5/23/ 2017 STATIC PRESSURE RATINGS APPROVED SIZES SCALE; N.?S. SIZE: A Wayne T S}CD1 { PSF): ?25.90 -28.80 MAX W.,DTK 16•-G' DATE 7NA £ i .jj •1• „ DQl TEST (PSfj +3555/ 43,2Y LAX HEIGHT. B'-9` MI 3/8/06 1 CRT o /„ IMPACT/CYCLIC RA7EC ( YFSLN1 Oj: YES MAX SECTION HE)GHT. 21' ECX£D 4j$fD$ tiR9 GARAGE DOORS 7t MODELS 5120/9100/ 9605 SHEET 2 OF 2 1A O"NSKN OF OWI3RHEAD DOOR DRAWLING PART NO. REV. P£Ns nna 32325, f 11NDLOAD SPiCFICAT;OIV 0 iGtJ CODE 0230 j 31596c) Flo SPLICE PLATE LOCATION SEE SCHEDULE MAX 12" if VAX 12" MAX 2" 12" MAX 2" VAX T— CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. D.A)M , XGRNr ' ?f 4376 CCtRiT, AQA0 IV, f Nl r o c PE 77945 TX PE 11736E FROFUMONAL "OHMEWS SF41 PRo=Eo ONLY FoR YEWOTAT CfIONM*AQ CE-AAS, E CLIP DETAIL CUP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUO; WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/ 4- X 7/16 SEMI, TUBULAR RIV17S- 11 GA MIN CLIP SEE SCHECJLE— RS> W- E28"-c 2 117 GA MIN CONTINUOUS WALL ANGL: E- stAE J o No. 77945 % kN SAS or OVAL eV 11 fill, RACK 3) 1/ 4--20 TRACK R CARRIAGE BOLT CARRIAGE 1/4"- 20 NUT TYPICAL CLIP BOLTING DETAIL ACK 1) 1/ 4--20 TRACK OR CARRIAGE BOLT WTH 1/ 4"-20 NUT TYPICAL Ma RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1/ 4"-20 TRACK OR CARRIAGE BOLT WITH 11/ 4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE C-HART MAX DOOR MAX PSF VA 0 TH 9*-0" 4-46.0 PSF/-52.0 PSF 1; 6'- 0" 46-0 PSF/-52.0 PSF 8'-0" 45,0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART ADd//]] ;Pt* on. DOORS 3395 ADOWN DRIVE ENSACOLA, FLORMA 32514 850) 474- 9890 REVS3ONS L ANGLE 12 FOOT ATED 6/ 11/03 V?CA` ED FORMAT. REASM ALLOWAaLE SVRES TO 00/-5ZOO PSF FOR DOOR VOOTHS, WEED 'TEXAS WALL U' To ' CON71wous 1 ANGLE`. ADDED ISTRATE MOUNTING AIL, CHANGED To N HD ANCHORS 4/2/ 07 CHANGED FORMAT, M MODELS 9800 8024 WDI OVERLAY TRACK CLP fEDULE, 5/ 21/ 0,7 UPOATEC MODELS ED IN CHAR73. HATED SPLICE & CUP EDULES. 9/ 96/ 07 10/ob/ w UPDATED CHARTS TO VNATE THE USE OF 8 CUP ( 0 ACROSSREPLACEDLRD). 10/ 24-/07 UPDATED STEEL INTING DEW - i D'/ 11/os EXPANDED 1- 1/2* TO 16- 004DR THICKNESS kRT UP TO 14 ! HICH. 2,'11/ 08 UPDATED TITLE cX 5/ 2/ 10 VPDATF0 TITLE CK. RELOOVED CHART. UPDATED =U Ric. SP5/ 17SHEET 1 OF 2 DRAWNG PART NO. REV. 307494 P11 2 314" ±1" EDGE DIST E60XX MIN. 1/8 111, V 2224- 24 MIN 31115" THICK STEEL FOR MOUNTING 5/16" x 1-5/8" WALL ANGLE LAC SCREW ORR EQUIVALENT ll To4T MIN 2 x 6 NC,,2 0 TRACK CLI SPF (G=0.42) OR BETTER AT EACH C l 1/4-20xg/16" HOLE OR PAIR OFF HOLE LOCATIO'N Z J TRACK BOLT AND 1/4-20 HEX NUT V,DUN-,,NG TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL; WALLTANGLE MAY BE MIN EDGE DIST -ETTACHED TO SUPPORTING STEEL A . 4 QNCREjLS-Q,UN,7jNG DETAIL DW.TN£ I KORPOW, PE 4575 COUNW ROAD 160 CUNT hcpE. ow PE 7794 -X PE !17W5 ENSM*7-R'S SEAL PROIADED ON-'f FM W-WF;"ON CF WNEXOAD CCWVAUCTi L*TN WITH MIN. (1) 1/4-2Ox7/8" SELF DRILLING SCREW 'WITH, 1" C.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDING 318" SIMPSON TRITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 11/4-20x9/16' TRACK BOLT AND 1/4-20 HEX NUT TRACK CUP kp NO. 7794,5 ATE OF 40RIDP- ZONA L R-A--7K S U P P-: E M E NT CHART Wayne iWDalton. GARAGE DOORS 3395 ADDISON DRIVE ENSACO" FLORIDA 32514 850) 474-9890 CK-CLIPS-TEXAS L ANOLE 12 FOOT : ATED UPDATED FORMAT. REASED ALLOWABLE SSUM TO i.00/-52,00 PSF FOR DOOR ID T) 1 S, INDEED -TEXAS WALL IC To -CONTINUOUS I ANGLE". ADDED STRAIE MOUNTING AIL CHANGED TO HmGm FORMAT. n ..M. ;$Do 8024 WITH OARLAY RACX CLIP OULE, 8/21/07 PDATED MODELS D IN CHARTS 1TED SPLICE & CUP B/D5/07 PDATE MOUNTING IL ORAWKICS, 10/05/07 PDATED CHARTS TO NATE 11-E USE OF THE Un'A7Erl STEEL N`DNG DETAIL H 04/1 I/C6 EXPANDED 1-1/2* TO a' DOOR TH;CKNESS kRT UP 70 14' RICH. 12/'; 1 /08 ADDED MODEL 8740E ATED TITLE SLUG}: 6/2/10 UPDATED ITTLE 0<, REM, OVED CHART, UPDATED TITLE cx SHEET 2 OF 2 DRAWNG PART NCI. RV/, 3.z 07494 pil Wayne ZDalton. GARAGE DOORS 3395 ADOWN DRVE PEJNSACOLA. FLORIDA 32514 850) 474-9890 Ko.......... . OCENisil-. NO- 77945 STATE OF A, .4.11"I'm MIX 6WAr'E 4 KORWSH, RE 4576 ={FP RaA I" WWRT ".fJ4 0 t;lo F PE 779- " PE 117WB i 6- MAX FASTENERS PER SCHEDULES I THRj 4 MAXIMUMSPAC?NG 6' MAY LOCK MIMMUM 2.4 STRUCTURAL GRADE SEE 07ALS I, Z AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. LUMBER FOR DOOR HEIGHT ATTACHMENT TO WOOD SUBSTRATE OR wwww 2x6 FOR ATTACMEMENT To CONCRETE AND GRoul FILLED GAIL, T"I" iii L(2) 3/3- SIMPSON 77M HO SCREW ANCHOR W77R A 1 1/4" WASHER AND A M,'WWJiA EMBEDMENT WTH CF 2-3/4- AND A MINIMUM EDGE DISTANCE OF 2-3/4-. QCJAX I WNWN 250C P CONM= NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 20855 LBS. DOOR WIDTH Imum zxSSOLilh'FRN PX HEADER LOCK LUMBER 4' 3/8' WMFSDN TITEM HO SCREW ANCHOR IMTM A 1-/4' WASHER AND A WHIMLIM DYBEDMEN7 Ofil-,H OF 2-3/4- AND A MWIMUM EDGE DISTANCE OF 4', QEJAL 2 MINIMUM FD C44 NOTF' MAXMJM DESGN LOAD CAPAQTY OF 240o Lss. REMSIONS P17 UPOATZIO TITLE BLOCK ESC 6/15/17 MIN44LA4 2x6 #3 t HEADER LOCK SOUTHERN PMNE 3RAC3SET COMBER 4) 3/8' Df LAG SCREWS WITH lf, /4' 0_0 W=F11_1 SCREWSSCRFSHALL MUM PENMA7" Of 1- 9/32- INTO THE MAIN Slippopi MEMBER. DETAIL3 wMAX3MiJAfps!.! N LO DATNAME E CAPACITYOF 24-10 1 1 - LBS. JDRAAfN 1 5/24/07E SHEET I OF 2 lrH:pv nl I PROFESS L LNQSF.ER-. SEAL PRCV= CM Y POR DRAWNG PAR' Na. PEV, V Mmxo o CONSTRUCT MTkts, iAMB CONNECTION SUPPLEMENT 32462C p16 Wayne Dalton, GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA, FLMDA .32514 850) 474-9890 PC 77915 TX PE 117358 nof7mos, Di%w:ER's SEAL PROM= 0,-f POR OF CQNIURDC, XTIAL& MIN 25M PSI CONCRETE tt2m, MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD or THE STRUCTURE. DESJGN OF SUPPORTWO STRUCTURE SHALL MIN 2 3/4. 9E THE SOLE RESPONS15LITY Of EDGE DIST THE PROFESSONAI OF RECORD—, FOR THE STRUCTURE 4 3/1. 5MIPSfN n N HD, 3/ 4'MEMoj;' M 6' BETWEEN JAMB BRACKET LOCATION JAMB BRACKET TRACK BaTANO 1/ 4-2REX NOT TUCK k I I I I I I / I I I //,, ENS,- or t4o.770, 45 OF 44/ Z STxm 0 4 L.` - PLORYD- 51A MIN 2 n 4 SPF (C-0.42) OR SET-,V? WALL STUD HOM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE.. DESIGN OF 5,PPOR71NG STRUCTURE SHALL BE MHE SOLE RESPONSISILJTY OF THE PROFESSIONAL OF RECORD FOR -,,fE STRUCTURE —I I EXIMORHOLD BACK jNTErdOR,;- SHEATHING S/ 16- LAG SCREW WITI-I T l 1-9/ 32- EMBED IN 0 CENTER Of JAMB R' STUD 1 4- OR A V AJAMSBRACKET A. BOLT AND 1/4- 20 HEX NU, TRACK MAX 420 LaS PER ; Ar, SHEET 2 JAMS CONNECTION SUPPLEMENT REVISIONS P17 UPDATED TITLE BLOCK ESC 5/ 15/77 DRAW',NG PART NO. # REV. 324620 -16 1/2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear, dProduct Approval Rib' USER: Public User Proouct ADDLQyALUenU > Pr > Aaujjcation Liss > Application Detail FL # FLI9715-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Silver Line Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 651) 264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com on Berrian One Silverline Drive North Brunswick, NJ 08902 732) 435-1000 jonberrian@slbp.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By ELj9j_15_R,3_COI _COI i in - -14 Standard AAMA/WDMA/CSA 101/l.S.2/A440 AAMA/WDMA/CSA I0I/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 J114,VP Sections from the Code https://floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDqtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d IF, 1 /2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 FL # Model, Number or NameDescription 19715.1 Series 2900/4900 Single Hung I Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 11SlNl Q4z SS 2017-06-iS.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E, 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation j FL19715 R3 AE PER4875 SS 2 1Z:--14.gdf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3II_SWD012 SS 201,7-06-14 odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 gS 2QjZ-06-14 2ddf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window T _..._ .. __ _----- ------ _ ._ _ _. _._..__—_ _-- Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD010 SS 2017-0-I4.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See Installations Inskructions and Product Evaluation I EL19715 R3 AE PER48Q.5 S$ 2017-06-14.pdf Report for design pressure tables and limitations of use. ( Created by Independent Third Party: Yes 19715.4!Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use f Installation Instructions Approved for use in HVHZ: Yes ELI9215 R3 II 5WDQId. 5S 2017-06-14.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL1971,.5_93 AE PER4806 SS 2Qj7-Q614.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes ConjaCj„IUs :: 2601 Blair Stone RosId Tallahassee FL 32399 P -487-1824 The State of Florida is an AA/EEO employer. CQoyright 2002-2013 State of Florida.:: Privacy Statement :: &Ce5sibilitv 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 sen 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 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds 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 wi< 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 licens under Chapter 455, F.S., please click here_ Product Approval Accepts: j aGMck Credit Card Safe https://foridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufHV5nRNMfolDM5dhG310CYhzgZSGo1vg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF I,LSTA..LATeON ANCHORS DEPICTED IS TAE MWAAUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED, INSTALL INOMDUA INSTALLATION ANCHORS WITHIN A TOLERANCE OF 1112 INCH THE DEPICTED LOCATION & SPACING IN THE ANCJiOR LAYOUT OETAJI S L£., WITHOUT CONSIDERATION OF TOLERANCE$). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHLM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/3 INCH. $}AIM WHERE SPACE Of V16INCH OR GREATER OCCURS. SHIM(SJ SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, FJN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCR£WSOR 11 GAUGE ROOF9J ING"tS OR gg COMMON NAILS OFFFKJ(NT LENGTH TO ACHIEVE I.1J2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 31V EDGE DISTANCE, FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 08 SELF - TAPPING SCREWS, Of SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 FIR PEN T M BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN, 3/3" EDGE DISTANCE, THROUGH FRAME INSTAUAT) Nv: FOR IN$TALLATlQN INTO WOOD FRAMING USE NIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1JZ INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. THROUGH FRAME INSTAUATON; FOR INSTALLATION THROUGH IX BUCX TO CONCRETE/ MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3 361NCH DIAMETER IT W TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-2/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4- EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE MO SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL - MINIMUM EMBEDMENT AND EDGE DISTANCE E'XCWDEWALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEE L AND SIDING, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON - IMPACT) ZENIERAL NOTES. I. THE PRODUCT SHOWN HEREIN 15 DESIGNED ANO MANUFACTURED TO COMPLY WITH THE 6TH EDITION FLORIDA BUILDING CODE If BC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING; AAM/ UWOMAJCSAIOIISS.2/A440-MllI 2, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRAN$FERJUNG APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCH.7£CT OF RECORD FOR THE PROJECT OF INSTALLATION, 3. III AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN, REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION, 4, THE INSTALLATION D£TALLS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. !F SITE CONDITIONS CAUSE INSTALLATION TO DEW TEFROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NOWKVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTANEO FROM MLAK-DARE RER OR AH7. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE, 6. WINDOW FRAME MATERIAL: PVC 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO NOT INSTALL 7. IN ACCORDANCE WITH THE 6TH EDITION F8C, WOOD INSTALLATION ANCHOR$ INTO MORTAR JOINT$. EDGE DISTANCE 15 MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED FROM FREE LOGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF OR SHALL BE Of A DURABLE SPECIES AS DEFINED IN BLOCK. CHAPTER 23, 13. 06TALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 8. GLASS MEETS THE REOUIREMENTS OF ASTM E 1300 MANUFACTURER' S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL, NOT BE GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY Of 0-55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSL D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSL F. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47,B MIL 10.0478' a 18 GAUGE). MIN, :12' EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063-T5- MINIMUM WALL THICKNESS OF IJ16'. MIN, 112' EDGE DISTANCE, TABLE OF CONTENTS SHEETREVISION 5ri££T DESCRIPTION 1 - INSTALLATION? 4 GENERAL NOTES 2 - ELEVATION 3 - ANCHOR LAYOUTS 4 - VERTICAL 4 HOREZONTAL SECTIONS (NAa FEN) EFVERTICAL 4 HOFaZONTAL SECTIONS (THRC)U6H FRAME) HORIZONTAL SECTIONS, BUCK INSTALLATION, 4 GLAZING DETAIL. MAX OVERALL SIZE 4OT+FI6. DE5I6N PRESSURE - MISS - BRA_ I WIDTH { HE16HT 36' 1. O/X 35 / -35 PSF NON IMPACT 38" 64' O/X 50 / -50 PSF NON IMPACT 38' 74' O/X 50 / -50 PSF NON IMPACT 38° 77" O/X n / -35 PSF NON T:MPACT w 6Z' OIX 50 / -50 PSF NON IMPACT 48" 72" O/X 35 / -35 PSF NON tWAC'T 48. B4° O/X 20 / -20 PSF NON IMPACT 52" 72° O/X 25 / -25 PSF NON IµPACT 36' 3. 75, O/X (ORIEL) 35 / -35 PSF NON IMPACT A8° O/ X (ORIEL) ZO / -20 PSF NON IMPACT 72" 62" O/X-O/X 35 / -35 PSF NON IMPACT 72' 84' O/X-O/X 35 / 35 PSF NON IMPACT 76" 62- O/X-O/X 50 / -50 PSF NON IMPACT 75° 72' O/X-0/X 50 / -50 PSF NON IMPACT 76' 77' O/X-O/X 25 / -25 PSF NON IMPACT 80° 74, O/X-0IX 35 J -35 PSF NON IMPACT 1. 74' OIX-O/X 30/-30PSF NON'IMPACT I08' 62" O/X-O/X-O/X 50/-5CPSF NONW,PAGT 308' 72" O/X-O/X-0/X 50 / -5L1 PSF NON IMPACT 1; W I O/X-O/X-O/X f -25 / -25 P5F E NON IMPACT 0440Y sww by HNc F. Now*. PE ftL ;I— FL#; F129715 DIAW.2D17,MI5 Wll1 D8-04*W Mwrline 4 a7 lti18I5QTI E I Ki+ IL D KY+D64A4 CHE L; LvuNm cones Y „ 4 K NwNJI AITYT`- "-: IJJLTLINN A n T 2 an p v N6 #: SW0002 JUT-, 1 OF 6 MAX. FRAM HEIGHT 91! iit MAX FRAME WIDTH 48- ELEVATION SINGLE HUNG WINDOW MAXJFRAME WzDrri 9V MAX FRAME HEIGHT 74" E' cc ELEVATION TmN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONAGUPA'nOms FOR ALL 2901-4901 RATINGS, SINGLE UNIT CONFKWRATX)NS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL ZM-AM RATINGS, TWIN UNIT CONMURATIONS rF::\ 147— MAX FRAME HEIGHT 84* MAX. FRAX HEIGHT 91 MAX FRAME WIDTH 48- ELEVATION SINGLE HUNG ORIEL %iMDOW MAX FRAME WIDTH 108" Zs E . 7 ELEVATION TRIPLE SINGLE HUNG WINDOW 31 Silver line 11ArKkrsLn V) Z13ZIz-, Z DWG #; SWO002 SHEET: 2 OF 6 2" MAX, 11" MAX FROM --j 1 O.C. CORNERS 11" MAX, O.C. i f 2" MAX. FROM CORNERS SULL if NtOiPREA t1AX O" of IRwA, snalp..uU ssu ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW b" MAX, FROM20" MAX CORNER O.C. 20" MAX. O.C. i 6' MAX FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW i' MAX FROM 4 1/2" MAX CORNERS { O.C. L 4 I/2^ MAX. J O.C, 2" MAX — FROM CORNERS 6" MAX. FROM. CORNERS 16 1/2' MAX. 6' MAX. FROM CORNERS 41/2" MAX. O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 12 3 MAX.AO. G.G. P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW 6" MAX. O.C. I - MAX FROM CORNERS 6" MAX. FROM CORNERS ~ T 16 U2" MAX O.C. 6' MAX. FROM CORNERS 6" MAX. O.C, ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 12 MAX. O.G. ANCHOR STRAP P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW Silver Line kr,Arldetsw now t AOWt+DODAt Win, ewt .axa w emcz vm O3O Nma apr 'S zpz aN Our x z< iiry q w4 M was a 4 D .o to ZLU Ou cA c z v O L.0 O W Z }mcm cz o _ 2 0 N6 #: SWb002 4EET: 3 OF 6 CONCRETE/ MASONRY BY OTHERS 11/2* Mm EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY & ZX WOOD S= By OTHERS X WOOD BUCK By OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/8' AkTN. 8 Wool) SCREW EDGEEDGE DI$T. ANCHOR EXTERIOR FINISH Y OTHERS PERIMETER V4* MAX. SEALANT J SHIM SPACE O.A, UNIT By OT HEIGHT EXTERIOR jIII SEE GLAZING J INTERIOR DETAIL, SHEET 6 VERTICAL SECTION HEAD -2XWOOD BUCK NAIL FiN SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR UNIT HEIGHT PERIMETER SEALANT By OTHERS1/4"MAX EXTERIOR MX SHIM SPACE BY OTHE:PI Ate WOOD SCREW INSTALLATION ANCHOR — 3/8- MIN. j WOOD SUCK By OTHERS EDGE DIST, SEE SHEET 6 FOi----- CONNECTION DETAILS CAULK BETWEEN CONCRETE/ MASONRY NCRETE/ MASONRY 4 ZX BY OT HER$ WOOD SUCK BY OTHERS I 1/z, MIN. EMBEDMENT VERTICAL SECTION 4 SILL - 2X WOOD SUCK umt AN Silver Line 01A moH1/4" MAX. MIN. 3/8" EDGE DISTANCE Z t HIM SPACE SASH REINFORCING w j v X, SEE SHEET 6 FOR REQUIREMENTS NX,, 3 THREADS SEE GLAZING PENETRATION BEYOND DETAIL SHEET 6 METAL STRUCTURE F2 INTERIOR # 8 G.A. 5 SELF-TAPPINA, SCREW I METAL NC METAL STUD BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 I NO EXTERIOR FINISH BY OTHERS - 7 EXTERIOR PERIMETER SEALANT By OTHERS O.A. in m UNIT WIDTH z Lu 4Y HORIZONTAL SECTION JAMB - METAL MD MAIL FIN LL al y a x 1!, N;2 Z DWCI SWI) 002 SHEET: 4 OF 6 10 WOOD _CREW INSTALLATION ANCHORCONCRETE/ MASONRY BY OTHERS r ' CAULK BETWEEN ° CONCRETE/MA50NRY BY OTHERS EXTERIOR FINISH BY OTHERS f PERIMETER SEALANT BY OTHERS / i I 1 O.A. EXTERIOR / UNIT / HEIGHT SEE GLA2IN6 DETAIL, SHEET 6 3I4" MIN, EDGE DISTANCE 'S 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR U4' MAX. E CONNECTION DETAILS SHIM SPACE SASH REAJFORCINC, SEE SHEET 6 FOR REQUIREMENTS SEE GLAZIRJG 11/2" MIR DETAIL SHEET 6- EMBEDMENT INTERIOR 1/4' MAX SHIM SPACE INTERIOR E VERTICAL SECTION HEAD - 2X WOOD BUCK THROUGHFRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN 4 TRIPLE CONFIG. ONLY. SEE O.A. VIEW -ANCHOR STRAP UNIT J PLAN PIN 50-2495-2)' DETAIL AT HEIGHT RIGHT FOP. I.N5TALL. REQ. PERIMETER SEALANT BY OTHERS v4" MAX SHIM SPA n 1 EXTERIOR FINISH BY OTHERS °• - e EMBEDMENT PRECAST SILL BY OTHERS INSTALLATION ANCHOR T .. 4 I3/4"MIN' ° EDGE DISTANCE p VERTICAL SECTION Cj SiLL-00NCJWWMA50NRY THROUGH FRAME EXTERIOR MIN.3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2"EDGE DISTANCE 10 GR 5 SELF -TAPPING SCREW IN5TALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET I INSTALLATION NOTE :4 UMETER SEALANT OTHERS O.A. LlFiIT WIDTH HORIZONTAL SECTION 5 JAMB- METAL TUBEJSTUDORAPPROVEOMULLION THROUGH FRAME 5) #14 PANCAYS _-{FAA SCREWS FR+ FRAME, HOL TO ACCOMOD 0.0620 HORS rKUM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION 30 CONA2ETEIMASOANi , USE (4) 3I16" ITW TAPCONS PER STRAP, MIN. 1-1/4' EMBEDMENT, MM 1-3/4" EDGE DISTANCE, B. FOR INSTALLATION TO METAL STUD, USE (4) #10 5ELF-DRZIX3 6 SCREWS, GR. 5, PEA STRAP. MIN. 3 THREADS PENETRATION, MIN, 3/4' EDGE DISTANCE, C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP, MIN. 1-1/2' EMBEDMENT, MIN. 1" EDGE DISTANCE, Silver Line I A aS }xLVEiaxNE ORIVF roar oaur„»zsc w m oz rtr. cn:7 aawoo z<rZ 0 INTERIOR INTERIOR 3 SMALL' FRAME — `LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE' BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION /H HORIZONTAL SECTION MEETING STILE " INTERMEDIATE FRAME MULUDF7 I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (O/X), DESIGN PRESSURE •/- 35 PSF 36 X $4, (O/X), DESIGN PRESSURE+/- 35 PSF 38 X 74, (O/X), DESIGN PRESSURE -/- 50 PSF 38 X 77, (O/X), DESIGN PRESSURE •/- 35 PSF 72 X 84, (OIX-ON, DESIGN PRESSURE •/- 35 PSf 76 X 72, (O/X-O/X), DESIGN PRESSURE *I- 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE +/-50 PSF 108 X 72, (O/X-O/X-O/)(), DESIGN PRESSURE +/-50 PSF P c:-STEELINTERMEDIATEFRAME'LARGE'REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE +/- 35 PSF 0 - 57EEL INTERMEDIATE FRAME "SMALL" REINFORCING TS NOT REQUIRED FOR THE FOLLOWING SIZE/RATING5: 76 X 62, (O/X-OIX), DESIGN PRESSURE -/- 35 PSF NOTE: ALLBLAZING CONFIGURATION$ SHALL COMPLY WITH SAFETY GLAZZN& REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 . GLASS LOAD RESISTANCE, 9/B" Oh. Z.G, GLASS EXTERIOR /\ INTERIOR i MIN. Cd A$$ am UZI 1/9' SETTING BLOCK -T GLAZING DETAIL I NOTE: L LOCATION OF BUCK OR WINDOW ANCFIORS MAY BE ADJUSTED TO MAINTAIN r MIN.CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C- SPACING SPECIFIED 15 NOT EXCEEDED, 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4' ITW TAPCON ANCHOR - 4° FROM CORNERS 16' MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 1/4- MIN. EMBEDMENT U2" MIN. EDGE 2• MIN. EDGE DISTANCE 015TAWE CONCRETE/ MASONRY BY OTHERS RUCK INSTALLATION DETAIL C Silverline i tk{{ I 1 tf•......... Ot£ UVEX3,4 O.T4 NMa tVas Cc waesOZ M n Z 0Z ° 2 zh Z 4'1y'Ejj V k wS hO j; Lgwc wzCz mcz 4c o 5f i En 14 rrrrlrltttt''* z xti JKI O DWG #: / S Y O0 O2 SHEET: 6 OF 6 @.,\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2944/4944 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval 111 'AR Report No. 4875 6t" Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation ,instructions, SWD002 Prepared for: Silver Line Building Product One Silverfine Dr. North Brunswick, NJ 0 902 Prepared by: Jernies F. torero, P.E. Florida Professional Engineer # 73778 Date: Ohl l 4/20 l 7 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' 001111111/ 11 S. F. Q *e' Hermes f{.NHrto, P.E. Florida No. 73778 BUILDING N m'm—0 FL#: FL19715 4@A\\ ' OO/14/2O17 m Ape ectSolution inEvery Drop ~ 'Date epo' rt No 4875 cencateofAutho,izvuon: a9s78 Product Category: Product Sub - Category: Compliance Method: Product Name: Silver Line Building Products Single Hung State Product Approval Method (1)(d) Series 290O/ 49O0Single Hung Window Scope: This isaProduct Evaluation Report issued byHermes F.Noen\P.E.(FL #B778)for Silver Line Building Products based unMethod ildofthe State ofFlorida Product Approval, FloridaDepartment ofBusiness and Professional Regulation - Florida Building Commission, Limits of Use: Hermes F.Noveo\P.E.does not have nor will acquire financial interest inthe company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6 th Edition Florida Building Code, See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. l. This product has been evaluated and is incompliance with the 6*Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall beaslisted and spaced asshown ondetails. Anchor embedment into substrate material shall bebeyond wall dressing orstucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6 1h Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis byolicensed engineer orregistered architect. 5. See Installation Instructions SVV0O02for size and design pressure limitations. HennesF. Norero P.E. Florida No. 73778 Page 2 of 4 BUILDING 0 N NUnW m'0— FL#: FL19715 APerfect So|udDate' Ob/ 14/2017on|n veryDrop - ReportNo 4875 cem,ateofAutho, izmion:29s78 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (F8CUrganization #: DUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAK4A/VVDMA/ CSA10lA.S.2/A44U-OD/1l 1. Product Testing performed byArchitectural Testing FBCOrganization #TST15S8) Report: Dated: 89241,01- 10947 5/ 18/2 12 0329.02-109-47 3/I7/2014 0375.01-109-47 3/11/2813 0328.01-109-47 1/03/2014 C7074.0I-109-47 6/17/2013 C7075.81-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01'109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01'108'47 3/03/2015 E5612.01-109'47 5/07/2016 E7244 01-109-47 6/16/2015 E7250-01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01'109-47 10/21/2015 E9I23.01-109'47 I0/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBCOrganization #: QUA2515) 3. PVC profiles meet requirements ofVVDK4A/HaUK8arkVVD'61inaccordance with AAK4A30 Hermes [Nonen4P£ Florida No. 7377O BUILDING N m~— 2/A \\ APerfect Solution inEvery Drop 16 CertificateofAuthorization: z9s78 Installation: 1. Approved anchor types and substrates areas follows: Nailing Fin Installation: FL#: FL19715 Date: 05/14/ 2017 Report No: 487S A. For two by(2X)wood frame substrate (K4in.3.G.=U.S5),use #@PHWood Screw 0R11 Gauge Roofing Nails OR 1DdCommon Nails type wood frame anchors ofsufficient length tnachieve minimum embedment of1SO" into wood framing. B. For steel stud substrate (Min 18 Ga,, Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by(2X)wood buck substrate (K4|n.S.6.=(l55),use#1DPHVVoodScreuxtype ingaUationanchomofsufhdent|enQthtuachieveaminimumembednnentof1SO"|nto the wood substrate. B. For concrete ( Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one hy(lX),non-structuraLwood bucking isemployed, use 3/16"diameter [TVVHVVH Tapcontype concrete screw anchors ofsufficient length toachieve minimum embedment ofl.Z5°into concrete ormasonry. C. For concrete (Min. f' c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where woodbucNngbNOTemp|uyed'use3/1G"diamoeter[[VVHVVHTapcpntypeconcreie scvewanchorsofsuf0dent|en6thtoachievemninimumembedmentof1.25"into concrete or masonry. D. Forsteel stud substrate ( Min 18 Ga., Fy = 33 ksi), use # 10TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F.Noreno,PI. Florida No. 73J78 Page 4 of 4 Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Ennall 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, RE. Validation Checklist - Harcicopy Received Certificate of Independence Referenced Standard and Year (of Standard) Mandl Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect fW121 R5 _L" Sections from the Code Product Approval Method Method I Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 FL # I Model, Number or Nam!_ Description 13192,1 [Cemplank Lap Siding fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. N/A Other: For use In HVHZ Install in accordance with NOA 17- 0406.06 13192.2 1 HardiePlank Lap Siding Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ, Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ Install in accordance with NOA 17- 0406.06 13192.3 1 HardieShIngle Individual Shingles Limits of Use Approved for use In HVHZ. No Approved for use outside HVHZ; Yes Impact Resistant: N/A Design Pressure: N/A Other-, Installation Instructions FL13192 R5 11 ER RIO-2683-17 Plank Wood Metal E[ijMg,Ddf FL 31 R -2 7- 7 Plank FL13192 R5 11 ERRIO-2§0a-17 I nk SP bing nrif FL13192 R5 II NOA 17-0406,06,12ft Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 8E ERR 0-2 - Plank Wand Metal Er_a_mg_p_df ELL3192 A - AnA QA ptif Created by Independent Third Party: Yes fiber -cement lap siding Installation Instructions FL1-17 PI k I Frnmi- nrif L13192 RS 11 ER RIO-2688-17 P .f EL1312 EL13192 R5 11 N9AAMAMAMW Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports ErAmad FL13192 RS AE Plapk W. h in .f Created by Independent Third Party: Yes fiber -cement individual cladding shingles Installation Instructions Frar'ne.pdf FL13192 R5 11 HardieShinoIe-1ngAI Verified By: Ronald 1, Ogawa 24121 Created by Independent Third Party: No Evaluation Reports Frarnt,pdf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggeredIIedge, half round edge) Limits of Use Approved for use In HVHZ' No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions fLt1192 faMg,pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL A PI hin Created by Independent Third Party: Yes 13192.5 1 Prevail Lap Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. For use In HVHZ install in accordance with NOA 17- 0406.06 fiber -cement lap siding Installation Instructions FL13192 RS 11 ER RIQ-2683-17 P kW ea]Famt- nrff FL13192 R5 11 ER RjQ-2k07-j.Z elgak Shinale to QMUpdf FL13192 R5 II ehi- -if FL13192 R5 11 NOA 17-0406.06.Ddf EL13192 R5 11 Prevail-LaD-Sidina--installation.Ddf Verified By: Ronald I. Cigawa 24121 Created by Independent Third Party: No Evaluation Reports F[gme'Pd FL13192 R5 AE ER RIO-2687-17 Pt n h'n t rmi I -if FL13192 R5 AE ER RIO-2688-17 n wSP he hinn Mf Created by Independent Third Party: Yes fZMLaq_VA :: 2601 Blair Stone Road. Tallahassee FL 32399 RtQngL850::7-i624 The State of Florida is an AA/EEO employer. QqpydqtL_2007-20jj5l;4Le 9f FIgugA, :: :: Accessibility Statement :: RgqjQj5taLemen 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(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, RS, must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee, However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click b2rg_. Product Approval Accepts* M W111 A ER M Credit Card Safe Florida Product Approval For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardlePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO- 2687-17, or RIO-2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. POIENIL South MULTIFAMILY SIDING PRODUGTS Lap Siding -, INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH -, TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THiS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. Store flat and keep dry and coveted prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from breakage. The manufacturer is not responsible for damage caused by improper storage and handling of the product. A OUTDOORS INDOORS i. Position cutting station so that wind will blow dust away from user f. Cut only using scom and snap, or shears (manual, electric or pneumatic), and others in work area. 2. Position cutting station in well -ventilated area 2. Use one of the fotiot ng methods: a Best I. Score and snap ii. Shears (manual, electric or pneumatic) - NEVER use a power saw indoors b. Better: 1. Dust reducing circular saw aquippppad with a -NEVER use a circular saw blade that does not cartryry the Hardieblade saw blade trademark Ha bladeTm saw blade and HEPA vacuum extraction -NEVER drysweep - Use wet suppression or MEPA Vacuum c. Good: i, oust reducing dicular saw with a Hardieblade saw blade only use for low to moderate cutting) Important Note: For maximum protection (lowest respirable dust production), the Manufacturer recommends always using Tost%level cutting methods where feasible NiOSH approved respirators can be used In conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available at www,prevailsiding.00m to help you determine the most appropriate cutting method for your job requirements, It concern still exists about exposure levels or you do not comply with the above practices, you should always consult a qualified industrial hygienist or contact the Manufacturer for further k fore atkm saaam,as GENERAL REQUIREMENTS: PrevailTM lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application, PrevaitT" lap siding can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing, Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam €nsulationtsheathing. A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Install PrevatIrm products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6" is required (fig. 3). Maintain a V - 2" clearance between PrevailTM products and roofs, decks, paths, steps and driveways (figs, 4, 5 &, 6). Maintain a 114" clearance between PrevailTM products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum 1" gap between end caps and siding Figure 1 Double WallSingle Wall Construction (flg,8). Construction Construction Install kickout flashing at roof -wall junctions (fig. 9). water -resistive barrier let -in brae Adjacent finished grade must slope away from the building in accordance with local pIywood 24' o.c, max. building codes - typically a minimum of 6" in the first 10'. OSB sheathing Do not install Prevail"'" products, such that they may remain in contact with standing water.— Prevail' lap siding must be installed on vertical wall applications only. DO NOT use stain on PrevaiP products. For larger projects, including commercial and multi -fatuity projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie@ Siding Products" at www,JamesHardie.com. INSTALLATION: JOINT TREATMENT Required for Factory Built Color Finish, Recommended for Primed product) It is not recommended to use caulk at field butt joints. Figure 2 water -resistive barrier joint 1-18, pplanlfs Um moderate oantact install factory finished edges together at butt joints. As required by local building code —Apply caulk in accordance with caulk manufacturers written application instructions. no Q water -resistive o harrier o0e 0 o fastener 0 0 0 Install a f t 14' starter strip to 0 0 ensure a consistent plank angle O 0 leave appropriate gap between planks and trim, then caulk"' WARNING: AVOID BREATHING SILICA DUST Prevail'" products contain respirable crystalline silica, which is known to the State of California to cause cancer and Is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. Dur'' installation or handling: 1) work lo outdoor areas with ample ventilation; (2) use fiber coment shears for cutting or, where not feasible, use a Hardiebtader sawbladeanddust -reducing :liar saw attached to a HEPA vacuum; ( hwam others in the immediate area; (4) wear a properly -fitted, MOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures, During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep For further information, refer to our installation instructions and Material Safety Data Sheet available at www.prevallsiding,com or by calling 1.677-236-7526, FAILURE TO ADHERE To OUR wARN(NGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS t'ERSONAL INJURY OR MATH, MOMS PR1007-P114 7110 1=- N CLEARANCES Install siding and trim products in Maintain a V - 2" Maintain a V - 2" clearance At the juncture of the roof and vertical compliance with local building code clearance between between Prevail"' products surfaces, flashing and counterflashing requirements for clearance between the Prevail"m products and and decking material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure 5 manufacturer's instructions. adjacent finished grade. Figure 3 driveways. Provide a 1" - 2" clearance between the water-resisfiv stud siding water roofing and the bottom edge of the barrier Figure 4 ,w, siding and him. F1 ure 6 concrete vantage I lap siding Maintain a 1/4" clearance between the bottom of Prevail' 11 products and horizontal flashing. Do not caulk gap. Figure 7 siding Do not 1/4' gap Caulk sidinf flashing WS-11 , Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and and cap fascia Figure 9 KICKOLIT FLASHING Stop fin Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with d rJ9 e6v .0. step flashing. Where the roof terminates, install a kickout to deflect water away from De* flpthe siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Kickourt Flashing( To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all PrevailTm lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James HardieTechnical Services if you are unsure of applicable compliance documentation. stud 24" --- 0. C1 max, 24" Figure 10 Figure 11 1 1/4" min. studwater- reslstive 0. G. max. overlap Minimum overlap barrier for Both Face and Blind Nailing blind nail d 0 min, 1 1/4" face nalli o overlap water - resistive water - resistive barrier 1 114" min. barrier overlap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products, t The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit wwwjlconline.com. Me see General Fastening Requirements. P2/ 4 6110 RM Fasteners must be corrosion resistant, galvanized, or stainless steel. Electra -galvanized are acceptable but me exhibit premature corrosion, The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing Prevaillm products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING PrevailTN products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended, Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig, B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush RM Countersunk, Caulk il 0addnail do not under Da NOT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on PrevailT"" products. complying with ASTM C920 Grade NS, Class 25 or PrevailTM products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulking/sealant manufacturer's written Do not paint when wet. For application rates refer to instructions or ASTM C1193. paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new Prevaillm lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer, Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAILTm SIDING AND TRIM PRODUCTS WiTH FACTORY SUiLT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oillalkyd base paints on PrevailT'" products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS SQ 1 sQ -1Q0 sq.ft.) 51/4 exposure) 4 PREVAIL" LAP SIDING WIDTH 6114 71t4 7112 8 5 6 6114 6 314 8114 7 91/4 8 91/2 8114 12 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNITION: PrevailT"' lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Coded Section 1401,10,1405,15, and 1405,17.2; and the 2006 international Residential Code@ for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P3(4 7110 0 2010 JHTL, All rights reserved, TM, SM, and 0 denote Additional Installation Information, trademarks or registered trademarks of JHTL, Warranties, and Warnings are available at POREVAIL www.prevailsiding.com MULTIFAMILY SIDING PRODUCTS P4/4 7/10 1/2/2018 Florida Building Code Online 13CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear dbAll Product Approval USER: Public User Erg r y> Product or Aoolicatign_5ftqr.> &pLic Si nList > Application Detail FL# FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/ Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence ftaahuff Referenced Standard and Year (of Standard) 50DAand AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D hw M https://www.floridabuilding.org/pr/pr_appjtl,aspx?param=wGEVXQwtDquk24AUC`/`2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 12194,1 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 Alumunurn Coils Aluminum Soffit 1mits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure, +80/-90 Other: See Evaluation Report for limits of use. Aluminum soffit panels Installation Instructions ELUM—R" 1 FOj 54.ff(!;_,5_0,ro_Lp,df Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports 59ffL!:S'fMLW Created by Independent Third Party: Yes M IM The State of Florida is an AA/EEO employer. CQUyEiaLit 200Z-24I3 Statp of Florida.:: e_ri_v&U_5jdtg_m_tnj :: _AQr, il i i : : RgW_ndj5jdLqMgjtj 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 sen 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 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S, must provide the Department with an email adch 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 wis 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 licen! under Chapter 455, F.S,, please click here . Product Approval Accepts: M W] 10 M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcr\Nmooed2jQ%3d°/3d 2/2 Certificate of Authorization No. 29824 l752OEdinburgh Dv Tampa, FL]3647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6 mEDITION (2817) Manufacturer: ALUMINUM COILS, INC. Issued September /.20/7 50U1West Knox Street Tampa, FL33834 813) 249-8743 Manufacturing: Tampa, FL Quality Assurance: PR| Construction Materials Technologies (OUA011O) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404. 51170810 Properties: Wind Resistance REFERENCES En& Report No. Standard Year Certified Testing Laboratories ( TST1m7) CTm184nw AAMA 1402 zmm Certified Testing Laboratories ( TST157r) CTL^2o76W AAMA 1402 2009 PR|Construction Materials Technologies (rSToo78) AC|X-003-02'01 A*mm1*oz zuVs PR|Construction Materials Technologies (T8Tu87O) Cme03-02-02 AAMA1vU2 2009 LIMITATIONS 1 This report isnot for use in the HVHZ. 2. Design wind loads shall bedetermined inaccordance with F8CSection 1688. 3. Soffits shall belabeled inaccordance with F8CSection 17OQ.1O. 4 Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBCcompliant installation detail shall prevail, 5. Installations shall meet the minimum ventilation requirements of FBC section 1203,2. 8. Field fastener withdrawal may be required by the 4HJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements, 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 81G20-3. ALC/50O1 5 FL12194-n6 Page of This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LuCofany product changes mquality assurance changes throughout the duration for which this report is valid. This evaluation report does not express no, imply warranty, mnmu#ion, recommended use, o,other product uovuuven that are not specifically addressed herein. ad 0 0 ALUMINUM COILS, Soffits TECHNICAL SEnv/CsS,LLC PRODUCT DESCRIPTIONS 3/8~F-Channei Preformed nominal O.01O-inohthick, 3105H-14aluminum F-channei See Appendix Dfor dimension drawings, 30"J- Chanmd Preformed nominal U.81O-inohthick, %1O5H44aluminum J-channe. See Appendix Dfor dimension drawings. Fascia Preformed nominal 0. O19inohthick, 31O5H-14aluminum fascia. See Appendix Dfor dimension drawings. 18'`Q4Soffit Preformed numina| O.O125- inch thick, 3105 H-14aluminum soffit panmo provided in 16- inuh sections. The reported net hnevenh|mdon areas ave22 3 inzxin.hfor the 'full vent' configuration and 11.1 in/|in.ftand for the 'center vent' configuration. See Appendix Dfor dimension drawings. 12~T4Soffit Preformed nominal O.0135-inohthick, 31U5H-14aluminum soffit yan*uprov edin 12- inch sections, The mg free ventilation areas are 12.5 in in.ft for the 'full vent' configuration and 42 in~8in.ft for the 'center vent' configuration. See Appendix D for dimension drawings, mWARI-Ram This evaluation report is provided for State v( Florida product approval under Rule 01Gon-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, inmaoatm", recommended use, o,other product attributes that are not specifically addressed herein. N—IsAll C R E E K ALUMINUM COILS, INC Soffits MEMO= Im"O' COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6 th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. t1jJ111111111 R, P N— No 74021 Cc STATE OF 44/ N W- 111111110t CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation, Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC150013 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. l[EC*w/oAL Scmv|CES,LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix The following notes shall boobserved when using the assembly tables below, 1 Maximum Design Pressures (MDP) were calculated using a 1.51 margin of safety per FBC Section 1404.5.1. 2 RafertoiIMII£TIONSandsectionoof#hioevaluabonwhenuaingthe!able(o)below. 3 RofnrtohNSL2LLA[IONoeuiionofthiomportforinataUokiondetai|whonthoinfonnadonimnotexp|ich|yo1a1edhortheooh*ctodamammb}y. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5 Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall bedesigned byothers in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall bedesigned Uyothers inaccordance with FBCrequirements tomeet the minimum design requirements for the project. 7. Typical fastening details are as follows: Fastener Fastener Location Location b 12" T4Soffit —4- inc o Fastener Fastener Fastener Fastener Location Location Location Location Fastener Fastener Location Location pl 2 84- lO Page 1 of 8 This evaluation report isprovided for State ofFlorida product approval under Rule h1Gz0-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC cl, 16" Q4 Soffit — 8-inch o.c. Fastener Location 11— Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max, One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 40.0 24-inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch0.072-inch One (1) min. 1 3/4-inch long x 12F-2 Max. 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. MasonMasonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 Inch o.c. ALC15001.3 FL1 2194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width ps) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min, 314- inch x 1/4-inch crown fine (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min, 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel I inch o.c. Approved Systems for 16-inch overhang with F-Channel Wail Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga+ 114-inch crown x One (1) min. 1,75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1 -inch leg staple spaced max. 0,072-inch diameter finishing nail with min. 3116- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch O.C. One (1) 18 ga+ 1/4-inch crown x One (1) min. 1+75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c, panel lap inch head spaced 12-inch o.c, One (1) 3/8-inchhead dia, nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. I 3/4-inch long 16F-3 Max" 16-inch Wood 1+25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0,072 inch dia. x min. 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min, 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max' Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0-072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c, inch head dia. trip nail 36.1 1 1 1 1 1 1 1 spaced 48-inch o.c, ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. A v -1 CREEK ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 16F-5 Max Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1 -inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c, o.c. and securing each panel inch head spaced lap Max Three (3) 18 ga.114-inch crown x I- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width Psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 16J-1 Max, Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c, crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 ALC 15001,3 FL121e4-R5 Page 4 of 8 This evaluation report ioprovided for State ofFlorida product approval under RvleO1G2O-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits Appendix Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 crown x 1 -inch leg No.2 SYP staple spaced Max inch crown x 1-inch rafter with one each panel lap inch crown x 1 -inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. finishing nail with min. crown x 1 -inch leg Nominal 1x2 staple spaced Max inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min' 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced crown x 1 -inch leg Nominal 1x2 staple spaced Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch 0.072-inch diameter 801 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min ' 3/16-inch head spaced ALC15001.3 Fu2 94-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LuCv/any product changes o, quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TEcHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pst Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1 /4-inch crown x 1 -inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1,75-inch x Max inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1,75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0,072-inch diameter finishing nail with min, 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 114- One (1) min. 1.75-inch x Max inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2,25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. MI-, ALUMINUM COILS, INC Soffits Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female Max One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1 -inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1,75-inch each panel lap 16-inch o.c. finishing nail with min. 3/16-inch head spaced LC 5VV 3 FU2194-R6 Page 7 of 8 This evaluation report isprovided for State ofFlorida product approval under RvleO182O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report isvalid. This evaluation report does not express nor imply warranty, installation, recommended use, orother product attributes that are not specifically addressed herein. 41 ' CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1 -inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. 1/4- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood lestaple spaced gfinishing nail with min. 60 inx 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8- inch o.c. 3/ 16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24- inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max, 4-inch o.c. rafter spacing is 24- inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1 -inch one ( 1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No. 2 SYP Three (3) 18 nail straight -nailed female lock or One ( 1) 18 ga'Y, anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One ( 1) min. 1.75-inch Max. rafter with one x 1 -inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J- 2 16- inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8- inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/ 16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16- inch o.c. 24- inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each battenlrafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24- inch o.c. ALC15001. 3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRovED SYsTEms section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. ( Installation Detail 12F-1 & 12F-3 Y1 /P" J T.. . I "h " 21) o -7 d -1 ,,, r stub _1 7en I ASCIA SLIP BOARD FASCIA TRIM SOFFIT ( OVERHANG WIDTH VARIES) FASCIA LIP 1/4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/ 8" X 3/8" STAPLE 16" O.C. PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 FL1 2194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC System No. I Installation Detail 12F-2 3/4- X 1/4- CROWN STAPLES USING A DIAMOND PATTERN I F' CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN 1-3/4- TRIM NA)LA PAINTED S.S. 48' D.C. ALUMINUM COILS, INC Soffits Appendix B 1 3/T BETWEEN %SOFFIT STAPLEOPENRAFTERSTAPLES1 1, DIAMOND PATTERN k —j U, " BETWEEN/ IDETAIL FACIA BOARD STAPLES / X-5 3/4- X 1/4- CROWN STAPLE W ON CENTER SDFM-rnax. 12-iroc h span 1- 3/4- TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/ 4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001. 3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LILC System No. I Installation Detail 12J-1 3/4- X 1/4* CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN J—CHANNEL 1-3/4- TRIM NA) Sc rewed to f3offit with Qae(l #B x PAINTED S.S. 48" 1 /2" x 3/8" head 0-c' diameter screw, 16' O.C. SOFM—rnax. 12-inch span R9094MwMini.1-31 ALUMINUM COILS, INC Soffits WE= 3/r KTWEEN SOFFIT STAPLE QlAMQNQ PATTERN FACIA BOARD j L'r ME / I DETAIL IT 3 ASCIA CAP 3/4' X 1/4' CROWN STAPLE W ON CENTER 1-3/4- TRIM NAIL PAINTED S,S. FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE WININSWANZIMMU, ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail NAILII- TRM NAIL FASCIA BOARD EDPAINTED FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD 16F-1 I SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER To SOFFIT & FASCIA OETAYL SOFFIT; MAX 16" SPAN MASONRY jjISUBSTRATE ALC 15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, ALUMINUM COILS, INC Soffits Appendix B No. I Installation Detail a .' e; , " , '..' I - ' , FASCIA SUP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 161F-3 I I 1 1\-"F" CHANNEL oi El,k !,, FASCIA LIP 1/4" STAPLE SOFFIT TOI ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S. S. 1 3/4" TRIM NAIL MIN, 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001,3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLEOPENRAFTER DIAMOND PATTERN 3/4- X 1/4- 1 DETAILCROWNSTAPLES KTVMIUSINGAONOSTAKES PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4- X 1/4- CROWN FACIA BOARD 8' 1-3/4" TRIM NAIL STAPLE ON CENTER 1-3/*' TRIM PAINTED S,S. NAILJ CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR X 1/4DOWN3/4* CROWN STAPLE I SOFFIT-tnax. 16—Jnch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits Appendix System No. Installation Detail PAINTEU 5,S, FASCIA CAP SOFFIT] OPEN RAFTER CROWN STAPLE FASCIA BOARD 1-xi- CROWS SOFFIT & FASCIA USING A DIAMOND DETAILPATTERN: REFER TO-\ STAPLES 16F-2 & SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER TO SOFFIT Z FASCIA DETAIL 8 SOFFIT: MAX. 16" SPAN SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN FU2 8*-RO Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC nfanyproduct changes o, ' 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, IN C R E E K 0111-1aaw.uICAL SERvicEs. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER SOFFIT STAPLE ST DIAMOND PATTERN Q ETA] L FACIA BOARD 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 Ti-CHANNEL 3/4' X 1/4" CROWN 8" 1-3/4- TRIM NAIL -3 FACIA BOARD 1-3/4- TRIM NAIL STAPLE ON CENTER PAINTED S.S. J'-TRtM"L PAINTED S.S. 48' FASCIA CAP O'C' 3/4" X 1/4' CROWN STAPLE SOFFIT -max. 16-i-nch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC 15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. o",*- P F7 P 1< ALUMINUM COILS, INC Soffits Appendix System No. Installation Detail 11- TRIM NAIL FASCIA BOARD r,4. CROWN FASCIA CAP STAPLES SOFFIT PATTERN; REFER TO 1'.1' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTER14 I TM NAIL FASCIA BOARD PAINTED &S, SOFFIT & FASCIA DETAIL 24F-4 1-4- CROWN STAPLE FASCIA CAP; REFER To SOFFIT FASCIA Ring Shai* Nal at WOOD SUBSTRATE- mry Rafter SOFFIT STAPLE DIAMOND PATTERN Fu2y*f6 Page 9 of 12 This evaluation report isprovided for State ofFlorida product approval under Rule O1G2O-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this reporl is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not spocifioaoyaddressed herein. CREEK TECHNICAL SERVICES, ILLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I i. TRIM RAIL FASCIA BOARD PAINTED S.S. N ED 14- SMOOTH SHANK FASCIA CAP ROOF HAILS SOFFITSOFFIT 1'4' CROWN STAPLE I I' TRIM NAIL — IAIIIA BOARD PAINTED SS SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 rq" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT A FASCIA OEML Nominal T"r SYP Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafters Ajh one 7d Ping Shank Nail at every Rafter WOOD SUBSTRAIE------' it ALC15001 3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix System No. Installation Detail I J- TRIM NAIL FASCIA BOARD PAINTED S,S, FASCIA CAP SOFFIT] I-x.1- CROWN STAPLE I TRIM NA1 FASCIA BOARD PAINTED S,S SOFFIT FASCIA 24F-6 I-q- CROWN JAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Batten Anchored to SOFFIT; MAX. 24- F-CHANNEL Rafters with one 7d Ring Shank Nail at MASONRY- every Rafter Fu 94-R This evaluation report isprovided for State ofFlorida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, ILL-C ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I- TRIM NAIL FASCIA BOARD PAINTED S.S. j- CROWN TAPES + I FASCIA CAP USING A DIAMOND SOFFIT PATTERN, REFER TO CANTILEVERED T'xJ- LROWN STAPLE SOFFIT STAPLE RAFTER j - OiAMONO PATTERN L Of IAA FASCIA BOARD SOFFIT & FASCIA PANTED S.S. ND DETAIL 24J-1 & 1-.J' CROWN STAPLE 24J-2 — — — — --- --- FASCIA LAP; REFER — TO SOFFIT b FASCIA DETAIL 3., N4mmal I' x 2' SYP taatterss scabbed between rafters and SOFFIT; MAX. 24' 1 3J8 1-CHANNEL secured with one {S) 7d rsrlg 7!1 shank nail siraKjnt- Sg to I ""Ughthe ra}Ser vain he eni! tt WOOD SUBSTRATE xat *" batten or two (2) 741 ring shank nazis toe-naited on eKhat ."* of ute t) lte{n at Itze i batteNraRer mterse00i / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 F112194-136 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1 Wind speeds for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B.C.and Dshall beuadefined insection 1O0Softhe F8C. 3, Design wind loads are provided only for walls/soffits with mean roof height less than mequal to(0-ft. 4. All calculations are based onaneffective wind area /f1O-ft orless. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. G. Wind directionality factor, Ku= U.85 7. V""ixshown inthe tables below. Design pressures are multiplied byO.8 inaccordance with Section 1600 1.3oftho FBC. 8, Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. Q. Zones 4and 5shall bedefined aashown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. pluS4-n0 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. i ALUMINUM COILS, INC Soffits Appendix C best n Wind Pressures for Soffits in Ex sure B Building Type Zone Mean Roof f Basic Wind Speed h 14 10 160Height170180190200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42,2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 negated 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36,4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39,5 44.9 7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19,2 21.7 24.3 27,1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30,0 30 10.8 12.7 14.7 16.9 19,2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13,1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 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. D ALUMINUM COILS, INC Soffits Appendix C le !12n Wind Pressure`s for Soffits in Exnure, C Building Type Zone Mean Roof Height (ft) ndInd SpeedasicWi ph), 120, 10 140 150 160 170 180 190 200 20 21,7 -25.4 -29.5 -33.8 38.5 43,5 48,7 54.3 -60.2 25 22,6 -26.6 -30,8 -35.4 40,2 45.4 50.9 56.7 -62,8 30 216 -27.7 -32,1 -36.9 41.9 47.3 53.1 59.1 -65.5 4 40 25.0 -29.4 -34.1 -39.1 44.5 50.2 56.3 62.7 -69.5 Enclosed 50 26.2 -30.8 -35.7 -41.0 46.6 52.6 59.0 65.8 -72,9 60 27.2 -31.9 -37.0 -42.5 48.3 54.6 61.2 68,2 -75.5 Negative Loads) 20 26,7 -31A -36.4 -41.8 47.5 53.7 60.2 67.0 -743 25 27.9 -32.8 -38.0 -43.6 49.6 56.0 62.8 70.0 -77,6 30 29.1 -34.2 -39.6 -45.5 51.8 58.4 65.5 73.0 -80.9 5 40 30.9 -36.3 -42.1 -48.3 54.9 62.0 69.5 77.5 -85.8 50 32.4 -38.0 -44.1 -50.6 57.6 65.0 72.9 81.2 -89.9 60 33.6 -39.4 -45.7 -52.5 59.7 67.4 75.5 84.2 -93.2 20 13.9 16.3 18.9 217 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 363 403 4 30 15,1 17.7 20.6 23.6 26.9 303 34.0 37,9 42.0 40 16.0 18.8 21.8 25.1 28.5 32,2 36.1 40.2 44,5 50 16.8 19.7 22.9 263 29.9 33.7 37.8 42.1 463 Enclosed 60 17.4 20.5 23.7 27,2 31.0 35.0 39,2 43,7 48.4 Positive Lo 20 13.9 16.3 18.9 21.7 24.7 27.9 312 34.8 38.5 25 14.5 17.0 19.7 22.6 25,8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37,9 42.0 5 40 16.0 18.8 21.8 251 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37,8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001. 3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Roof Height (ft) BasicWind Speed mph) 120 130 140 150 160 170 180 190 200 20 2&0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54,1 60.6 67.6 74.9 30 27.9 32,8 38.0 43.6 49.6 56.0 62.8 70.0 77,5 4 40 29.4 34.5 40:0::] 45.9 52,2 58.9 66,1 1 -73,6 81.6 50 30.6 35.9 41.6 4T8 54,3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42,9 49,3 56.1 63.3 70.9 79.0 87.6 Negative Loads) V 32Aj I 31.111 43. 7, rn IU. I A . A 712.2 80A 89,11, 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 613 69.2 77.5 86.4 95.7 5 40 36.2 42.5 49,3 56.6 64.4 72.7 81,5 90.9 100.7 50 37.7 44,3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 F 60 38,9 45,7 53.0 60.8 69.2 78.1 87,6 97.6 108,1 20 16.7 19,5 227 26.0 29.6 33.4 37.5 41,7 46.3 4 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43,3 48,0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22,1 25.6 29.4 33.4 3T8 423 47.2 52.2 50 19.6 23.0 26,7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19.5 22.7 26,0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30,7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31,8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33,4 37,8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56,1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 318" J-Channel 3/4" -- 1/8" HEM 1 5/8" 3/8" ISOMETRIC VIEW 3/8- PROFILE ISOMETRIC WEW 318*1 PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits ALC15001.3 FL12194-R6 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, 16" 04 Soffit 0 2- 7YP 18* BLANK 3 / 8 PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 5/16" 7/8" 1 3 1/8" 1 7/81, 1 3 1/8" 1/2" 1/2" J/ 1/2- 1/2" 1/21/2" 1< ? 1/8- 5 F 1.TPY*TJF:M- =#z j ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Certificate ofAuthorization No. 29824 l7SZ0Edinburgh D, Tampa, FL3] 647 8I3)480' 342I EVALUATION REPORT FLORIDA BUILDING CODE 6 TH EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September /.2017 5OO1West Knox Street Tampa, FL33834 813) 249'8743 Manufacturing: Tampa, FL Quality Assurance: PR| Construction Materials Technologies ((3UAQ11O) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404, 51.170910 Properties: Wind Resistance REFERENCES En!Y Report No. Standard Year Certified Testing Laboratories ( rSTIs77) Cf[A 1847W AAmm14O2 2009 Certified Testing Laboratories ( TST15rr) CTu\2u70m KAMA14U2 2009 PR|Construction Materials Technologies (TST5Dr8) AC|X-003-02-01 awm1*o2 2009 pmConstruction Materials Technologies ( TSTo8ro) ACiX'002-02-02 aaMA1*02 2008 LIMITATIONS 1. This report is not for use in th*HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1008. 3. Soffits shall balabeled inaccordance with FBC Section 17O8.1O, 4. Installation of the evaluated products mheU comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these oounmu, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements ofFBC section 12O3.2. O, Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by u qualified design pmohamo| una| to onuuna the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 81G2O-1 ALC15Oo1.n Fu2194-R0 Page of This evaluation report isprovided for State o[ Florida product approval under Rule01G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report isvalid. This evaluation report does not express nor imply wmnuuty. inmaxation, recommended use, o,other product a«nhvve that are not specifically addressed herein. w 0 0 0 ALUMINUM COILS, Soffits TECHNICAL SERVICES. LLC PRODUCT DESCRIPTIONS 3/8"F-Chonne| Preformed nominal O.01U-inohthick, 31O5H-14aluminum F-chann*i See Appendix Dfor dimension drawings. 3/8" J-Cbanmd Preformed nominal 0,81S-inohthick, 3105H-14aluminum J-chanmd. See Appendix Dfor dimension drawings, Fascia Preformed nominal 081B- inchthick, 3105H'14aluminum fascia. See Appendix Dfor dimension drawings. 18"Q4Soffit Preformed nominal 0.U135- inohthick, 3105H-14aluminum soffit poneuprovided in 10- inch sections, The reported net free ve ntilation uoo ane22.3 inzxin.Mfor the 'full vent' configuration and 11.1 in~/|in.ftand for the 'center vent' configuration. See Appendix Dfor dimension drawings. 13"T4Soffit Preformed nominal O.O135-inohthick, 31O5H-14aluminum soffit 9un sprovided hn 12' inch sections. The mtheevenh Uon areas are 12.5 in`Uin. hfor the 'full vent' configuration and 4.2 in^8in.ft for the 'center vent' configuration. See Appendix D for dimension drawings. I&NORWID This evaluation report isprovided for State ,*Florida product approval under nuleV1GoO-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report wvalid, This evaluation report does not express our imply warranty, iostaoauo", recommended use, v, other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6 1h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 0 E N No 74021 cc Z STATE OF .40- A, 0 R flJONAU IfI11110 CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No, ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation_ ZacharyR. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation, Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B— Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC 15001.3 FL12194-R6 Page 3 of 3 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. 7[scHN|CAL SERx|CES.LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall beobserved when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.51 margin of safety per FBC Section 1404.5.1. 2 Refer1nlIMITATIONSandnectk»naof!hiaexa|uationwhenumingthotable(y)belmw. 3. RefertohNSOALLATyON aect)onofthionaporthorinutoUationdetaUwhen!hoinfonnadonisno1exp|ioidyoxatedhnrtheoo|eotedasoemWy. 4, The on -center (o.o.)spacing given isthe maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall bedesigned byothers inaccordance with FBCrequirements tomeet the minimum design requirements for the project. S. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90, Substrate attachment shall bodesigned byothers inaccordance with FBCrequirements tomeet the minimum design requirements for the project. 7. Typical fastening details are as follows: Fastener Fastener Location Location b. 12"T4Soffit —4-inc n Fastener Fastener Fastener Fastener Location Location Location Location Fastener Fastener Location Location IF pL294-R§ Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 01G20-3. 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, installaoon, eonmmonueu use, or other CREEK TECHNICAL SERVICES. LLC d. 16" Q4 Soffit —8-inch o.c. Fastener Location 1 I - Fastener Fastener ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-in h Overhang with F-Channel 16j-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max* One (1) min. 318-inch head dia, nail, One (1) min. 3/8 x 3/8-inch One (1) min, 1 3/4-inch long x 0,072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1,25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia, x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 1 inch o.c. I ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 314-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min, 1/4-inch 4816M-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia, trip nail spaced 48- 64.2 inch o.c. 1c.nnel-ting soffit to j-channe; O.C. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min, 1,75-inch x 16F-1 Max Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max, 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max, One (1) 3/8-inchhead dia, nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min, 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 inch o.c. O'c. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 314-inch long 16F-41 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia, trip nail 36.1 1 1 1 1 1 spaced 48-inch o.c. I ALC15001,3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 16F-5 Max Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1 -inch leg staple spaced 4-inch 0,072-inch diameter finishing nail with min. 3/16- t43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced Max Three (3) 18 ga.1/4-inch crown x 1- 1 -inch leg staple spaced 4-inch 0,072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min, 3116- t43.3 spaced 16-inch o.c. inch head spaced Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 16J-1 Max Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 ALC15001.3 FLz 3*-1 This evaluation report isprovided for State ofFlorida product approval under RuleG1G2O-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. TECHNICAL SEnv|«zES,LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No, Width W Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 crown x 1 -inch leg No.2 SYP staple spaced. anchored to One (1) 18 ga. 114- Max. inch crown x 1 -inch rafter with one each panel lap inch crown x 1 -inch 0.672-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0 072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced crown x 1 -inch leg Nominal 1x2 staple spaced Max. inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3116-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced crown x 1 -inch leg Nominal 1x2 staple spaced Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c, finishing nail with min. 3/16-inch head spaced ALC 50O 3 FL1219+R0 Page 5 of 8 This evaluation report isprovided for State ofFlorida product approval under Rule D1G2O-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, mother product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1 /4-inch crown x 1 -inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One {1) min. 1.75-inch x Max inch crown x 1-inch rafter with one 16-inch o.c, securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inchc Wood leg staples in 1) min. 2,25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 114- One (1) min. 1,75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1 -inch 0.072-inch diameter 2417-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2,25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min' 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ME TECHNICAL SERVICFs, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width ps) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga, 1/4-inch crown x 1 -inch leg staple securing the Nominal I x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min, 3/16-inch head spaced 4-inch o.c. ALC 15001,3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No, Width psfi Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga. 1 /4- one (1) min. 2,25- inch crown x 1 -inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.114-inch crown through the rafter securing each panel One (1) 18 ga. '/- One (1) min. 1 .75-inch Max, rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min, 2,25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0,072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2,25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga ' I/.- anchored to ga. 1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1 - inch One (1) min. 1.75-inch Max. rafter with one x 1 -inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. t53.3 inch x 7d ring pattern spaced 16- min. 2,25-inch x 7d securing each panel 3116-inch head spaced shank nailchinch inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each battenlrafter nail with min, 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC 15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Ft TECHNICAL SERVICEs, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SysTEms section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 & 12F-3 m1n, "09", dil"-- P'n "'I'b ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. PAINTED S.S. 1 3/4" TRIM NAIL MIN, 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001,3 FL1 2194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICEs, LLC System No. I Installation Detail 12F-2 3/4* X 1/4' --, CROWN STAPLES USING A OIAWND PATTERN I f- CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN ALUMINUM COILS, INC Soffits Appendix B 31W Xrvl:EM SOFFIT STAPLEOPENRAFTER DIAMOND PATTERN i U, " SCTVVDI / /' DETAIL STAFUS FACIA BOARD N / M 3/4- X 1/4- CROWN FACIA BOARD STAPLE 'a' ON CENTER 1-3/4 TRIM NAIL 1-3/4' TI;UM NAILA PAINTED S,S. PAINTED S.S. *8" FASCIA CAP 3/4 x 1/4- CROYIN STAPLE SOOT- max. 12-inch span SOF:FF I'Tj I SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER SOFFIT STAPLE QETAILL-', FACIA BOARD NET I ON CENTER USINC A DIAMOND PATTERN FASCIA CAP 3/4 X 1/4- CROWN 8' 1-3/4' TRIM NAIL FACIA BOARD i—CHANNEL 1-3/4- TRIM NAIL STAPLE ON CENTER PAINTED S.S. screwed to soffit with one(l) #8 X PAINTED S.S. 48" FASCIA CAP dMeter screw, 3/4 0. C. STAPLE SOFFIT — max. 12-inch span SOFM WOOD OR BLOCK 5QFFIT FA5QJA SUBSTRATE DETAIL ALC15001, 3 Fu219*-R6 Page 3 of 12 This evaluation report mprovided for State u,Florida product approval under nule51G2O-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. TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail NAILII- IRIM NAIL FASCIA BOARD FAINTED S,., ED 411- FASCIA CAP SSOFFITOFFIT 1 1-4- CROWN STAPLE OPEN RAFTER FASCIA BOARD 16F-1 SOFFIT FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA F' CHANNEL -XI DETAIL MAX 16- SPAN MASONRY SUBSTRATE Fu 94-R This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, insta|lanun, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICEs, LLC System No. I Installation Detail Mll . 3/8" haad cia . ..ail wlt.K fill 11 e ng a, z T n e r, t r w r-- o, s -, it? is t - a I , Tnin . '-'? . lul,7 la. 1 nail as al--ve. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 1 1 1 11 -"F" CHANNEL FASCIA LIP 1/4" zM STAPLE SOFFIT TO ASCIA BOARD #T501 8" X 3/8" STAPLE 16" O.C. S. S. 1 3/4" TRIM NAIL 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FI-12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. -T Installation Detail 16F-4 3/4' X 1/4' -1-, CROWN STAPLES USING A DIAMOND PATTERN I F- CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP 00 J- WOOD SUBSTRATE 1-3/4- TRIM NAIL) PAINTED S.S. 48' O.C. ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLEOPENRAFTER QIAMOND PATTERNjEl " JKTVEENJ I -DETAIL FACIA BOARD STAPLES / W-14 3/4- X 1/4- CROWN STAPLE *8" ON CENTER SofFIT-max. 16-inch span 1-3/4- TRIM NAIL PAINTED S.S. SOFFIT FASCIA CAP 3/*- x I /*- CROWN STAPLE ALC15001,3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No, I Installation Detail 16F-2 & 16F-6 ALC15001.3 zi S1 USING A 01 PATTERN; At SOFFIT ! DIAMOND P) F- (MAN WI SUBSTRI FL12194-R6 AFTER BOARD CAP; REFER FIT & FASCIA MAX. 16 I I- T PAI ALUMINUM COILS, INC Soffitq Appendix B FASCIA BOARD FASCIA CAP l-,4- CROWN STAPLE SOFFIT & FASCIA DETAIL 3/8 SOFFIT STAPLE DIAMOND PATTERN Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. rr CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN CHANNEL 1-3/4' TRIM NAILJ PAINTED S.S. 48" O.C. SOFFIT —max. 16-inch span ALUMINUM COILS, INC soffits Appendix B 31W XrfM I SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD j DETAIL ST 3 FASCIA CAP 3/4- X 1/4- CROWN FACIA BOARD STAPLE W ON CENTER 1-3/4* TRIM NAIL PAINTED S.S. FASCIA CAP I A. 3/4" X 1/4" CROWN STAPLE W_10_ ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J- TRIM NAIL FASCIA BOARD PAINTED S,S, 1-x*' CROWN —FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO 1,"q- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL I TRIM NAIL FASC A BOARD PAINTED S S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 I-Q- CROWN STAPLE FASCIA CAP; REFER 70 SOFFIT L FASCIA Df TAIL Jim" 1'x2' SYP Batter, Anthored to SOFFIT; MAX. 24" CHANNEL Rafters .0h one 74 Ring Shank NaO at every Rafter WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TEo*w/CAL SERv/CES,LLC ALUMINUM COILS, INC Soffits Appendix System No. Installation Detail PAINTED S,S 1_ SMOOTH SHANK ROOF NAILS SOFFIT I-xj- CROWN STAPLE I I TRIM NAIL FASCIA BOARD PAINTED S,S SOFFIT FASCIA 24F-5 CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 1. FASCIA DETAIL Nov . '.' ", _\ Riq Shx1h Mail at e ery Rafter WOOD SUBSTRATE—,—, ALC15001.3 FL z 8*fRO Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does not express no, imply warranty, ingaosmon, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, L.L.0 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t- TRIM NAIL FASCIA BOARD PAINTED S.S. I4bA T-NAILS i FASCIA CAP SOFFIT I-q* CROWN STAPLE I l iTRIM NAIL '• FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA ilETA11 24F- 3 & 24F- 6 1" x1" CROWN STAPLE FASCIA LAP; REFER TO SOFFIT 3 FASCIA DETAIL l Nominal I'x2' SYP Batten Anoored to SOFFIT; MAX. 24' F- CHANNEL Rafters rlth one Td i Ring Shank Nail at 3 every Rafter MASONRY ' s i1 di1 1 ALC15001. 3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, ILL ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J- TRIM NAIL FASCIA BOARDEJNJAIL, PAINTED S.S. 1-4- CROWN I FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN, REFER TO r j- CROWN STAPLECANTUVERED SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA I TRIM NAX PAINTED S.S, DETAIL 24J-1 & I-Xj- CROWN STAPLE 24J-2 FASCIA CAP, REFER TO SOFFIT b FASCIA DETAIL Nominal I' x 2" SYP twlen3Nominal sca,Dbed between rafters anO SOFFIT; MAX, 24* 3/81 CHANNEL sewred wen one (1) 7d ring stranx "I straight-nasieo Mmuo the rafto, mto the enO WOOD SUBSTRATE of the batten of two (2) 70 g "nk ,Ws toe -mile;! on either woe , Vie t)atlern as the caftentratef mtefselcwn SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL1 2194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TECHNICAL SEmv/cEs,LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of thoF8C. 2. Exposure B.C.and Dshall beaydefined insection 180Softhe FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based onaneffective wind area of10_ft2urless. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 8. Wind directionality factor, K«= O,85 7, V,*ieahowninth*1ub|eubelow. Dooignpnsuuumoavemu|dpUedbyO.Oina000ndanoewhhGeodon16OQ.1.3cf the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. Q Zones 4and 5shall bedefined oashown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. Fu2194-R6 Page 1 of This evaluation report isprovided for State oxFlorida product approval under nole51G2V-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 1 TECHNICAL SERVICES, LL4 ALUMINUM COILS, INC soffits Appendix C De2!jn Wind Pressures for Soffits in Exposure 8 Building Zone Mean' Roof Basic Wind Speed rrip), LC 15001.3 pU2 94-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits 0T.-IMEM Design Wind Pressures for Soffits in E"sure C Building Type Zone mean Roof Height ( ft) B isicWind'Speed mph) 120 130 140 150 11W, 170 180 190 200 20 21.7 25.4 29,5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35,4 40.2 45.4 50,9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65,5 4 40 25.0 29.4 341 39.1 44.5 50.2 56.3 623 69.5 50 26,2 30,8 35.7 41.0 46,6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 4Z5 48,3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34,2 39.6 45.5 51.8 58,4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62,0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84,2 93.2 20 13.9 16.3 18.9 21,7 24,7 27.9 31,2 34,8 38.5 25 14.5 17.0 19.7 22,6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32,2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 333 37.8 42.1 46.7 Enclosed r 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 213 24,7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 173 20.6 216 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21,8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42,1 46.7 60 17.4 20.5 23.7 27,2 31,0 35.0 39.2 43.7 48.4 ALC 15001,3 FL12194-R6 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. ALUMINUM COILS, INC Soffits Appendix C Qesi n Wind Pressut'es for dSoffits in Ex osure D Building Type Zone Mean Roof Height Basic Wind,,Speed 12t? 130, ,., ;. <; 140 i 50 ; ' t 0 i fiO 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54,1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29,4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30,6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 Mg 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72,2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 -40.4 -46.9 -53.8 -61.3 69.2 77,5 -86.4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81,5 90.9 100.7 50 37.7 44.3 51.4 58.9 67A 75.7 84.9 94.6 104.8 60 38,9 45.7 53.0 60.8 69.2 78.1 87,6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33,4 37,5 41,7 46.3 25 17.3 20.3 23.5 27.0 30.7 34,7 38.9 43.3 48.0 30 17.9 21A 24.3 27.9 31,8 35.9 40.2 44.8 49.7 5 40 18,8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34,8 39,3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35,9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 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. TECHNICAL SEev/oEs,LLC ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15003 ru2194-n6 Page 1 of 4 This evaluation report isprovided for State ofFlorida product approval under Rule 51G2U-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report isvalid. This evaluation report does not express nor imply warranty, installation, recommended use, o,other product attributes that are not specifically addressed herein. Fascia 5 3/4" 3/8" 11$" HEM 6"FASCIA 3" BLANK r 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 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. ALUMINUM COILS, INCCREEKSoffits TECHNICAL SERVICES, LLC Appendix D 16" 04 Soffit 15" BLANK 3 / 8 PROFILE 175' REF ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 5/16" 7/8- 1 3 1/8" 1 7/81, 1 3 1/8" 1/2" 1/2" 1/2" 11r 112" 3/8' 13.75" BLANK 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D END OF REPORT ALC 15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 (320-1 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 , Florida Building Code Online BCIS Home ' Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map , Links Sear daLow4k Product Approvalbu* USER: Public User Product Anoroval Menu > ErQdmLj_gr AuptiLA_`fin _5e, rh > A2QLiotign List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harner mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity LIL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 YAM 2016 2010 2011 ff.,W411111tiM Product Approval Method Method I Option D file:///C:/Users/ERappold/Desktop/2017°/20PRODUCT`/`20APPROVAL/Florida%20Building%2OCode%200nline.htmi 1/2 1/2/2018 Florida Building Code Online Date Submitted 09/07/2017 Date Validated 09/12/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 CertainTeed Asphalt Roof Shingles Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design pressure- N/A Other: Pefer to ER Section 5 for Limits of Use 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles EMW The State of Florida is an AA/EEO employer. Qpyright 2007-2Q13 5jdLc_QLEtQrjdj'L :: :: &Cg55jbiIjty 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 sen 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 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds 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 wig 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 licen! under Chapter 455, F.S., please click here , Product Approval Accepts; MUMHM Credit Card Safe file:IIIC:lUsersIERappoldIDesktopl2Ol7%20PRODUCT%20APPROVALIFlorida%2OBuilding%2OCode%200nline.htmI 2/2 ERD EVALUATION REPORT CertainTeed Corporation 2UMoores Road Malvern, PAl9355 EXTERIOR RESEARCH @kDESIGN, I.LC. Certificate v/ Aumvmomm#95o3 353[HP| 5T|ANSTREET, UNIT #13 OXFORD, OO647 203) 262-9245 Evaluation Report 3532. 09.05-1113 FI-5444-1112 Date ofIssuance: O9/ 22/2O05 Revision 13:Q9/05/ 2V17 SCOPE: This Evaluation Report is issued under Rule 61G20'3 and the applicable rules and regulations governing the use of ounstructionmateria|sintheStateofRorida.ThedocumentadonsubmittedhasbeenreviewedbyRobe'tNieminen, P.E.fu/ 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 6 th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein andF0C 1507'2.7. 1/R905'2'6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid undl such time asthe named product(s) changes' the referenced Quality Assurance ducumentationchange4orpruvisionsoftheCodethatre|atetothep, oductchan@e. 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. TiinityJERD requires a complete review of this Evaluation Report relative toupdated Code requirements with each Code Cycle. 4ovsmISawsmn The Evaluation Report number preceded by the words 7iinity!EBD Eva|uated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. wspscnom: 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 12, Prepared by: Robert J.xx. Nieminen,PE. The facsimile seal appearing was authorized byRobert wiervnen, P.E. on 09/05/2017. This does not serve as an electronically signed CERTIFICATION c*INDEPENDENCE: z. ninhY|sno does not have nor does itintend toacquire cxwill it acquire, a financial interest in any company manufacturing m distributing products itevaluates. 2 Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates, I Robert Niemmen' P.E. does not have nor will acquire, a financial interest in any company manufacturing ordistributing products for which the evaluation reports are being issued. u. Robert Nieminen,Ps. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product, s. This is a building code evaluation. Neither Trinity | sno no, Robert wieminen' 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. r TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 61h Edition 2017) 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 1507.2.5, 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 3. REFERENCES: En, tity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/ 08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/ 2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON- HVH2 EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 2 of 12 TRINITY ER0 4. PRODUCT DESCRIPTION: 4.1 Cr20=,XT=25, XT1~3Wand XTm 30|Rare fiberglass reinforced, 31obasphalt roof shingles. 42 Arcadia"', BelmontO, BelmontO |R, Carriage House ShangleO' Grand Manor Shangleg' Landmark TM. Landmark= |R' Landmark = Pro, Landmark = Premium, Landmark = TL, Landmark TM So|a,is and Landmark=So|arisiRarefiberg| aoreinforced,|am|natedaspha|troofshinA|es. 43 NorthGaterm is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake`". Presidential Shake°^ |R' Presidential Shake TL11 and Presidential So|aris`" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras", Highland Slate Tm and Highland Slate'm IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot"" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shang|e Ridge"°' Shadow Ridge~, CedarCrest`~, Cedar CreStTM |R' morthGate Ridge and NorthGateAccessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. G. LmxnxTomS: 5.1 This is a building code evaluation. NekherThnityJERD nor Robert Nieminen P.E. are, in anyway 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 isnot for use within F8[HVHZjurisdictions. 53 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings ofthis product. 5.4 5.4.1 All shingles noted herein are Classified in accordance with F8[Tab|es 1507.2,7.1 and R905.2.6.1 toASTKx D3161, Class F and/orA5TM D7158' Class M' indicating the shingles are acceptable for us in all wind zones uptoV,m = 150 mph (V"I,= 194 mph). Refer to Section 6for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shan8|e Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with AST,N D3161, Class F. All except mmrthGate Ridge and mmrthGateAccessory require use ofBASF Sono|astic NP 1 adhesive or Henkel PLO Polyurethane Rouf{k Flashing Sealant, applied as specified in manufacturer's application instructions, for use inwind zones uP toV°,d=15Omph ( V,/^=194mph). 5.43 Classification byA3TK8 D7158 applies to exposure category B or C and a building height of6O feet or |ess. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific toeach shingle. 5.4. 3.1 Analysis in accordance with A8TK0 D7158 indicates the measured uplift resistance (Kr) for the Certa|nTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris"') exceeds the calculated uplift force (Fr) at u maximum design wind speed of V,,°« = 150 mph (V,x = 194 mph) for residential buildings located in Exposure Qconditions with no topographical variations (flat terrain) having mean roof height less than nrequal to5Ofeet. The shingles are permissible under Code for installation inthese conditions using the installation procedures detailed in this Evaluation Report and [e/to|nTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Oesign, I.I.C. Evaluation Report 3532.09.05-1113 c* tificote«/x"m"uzation #9503 o~EDITION (2nz7)pucmom'xvxzEVALUATION po44*nzz certwnTeeuxsphalt Roof Shingles; (610)e1-S847 Revision 13`09/0$2017 Page aofo RINITY ERD 6. INSTALLATION: 6.1 Roof deck, slope underayment and fasteners shall comply with F8C 1507.2 / R805.2 and the shingle manufacturer's minimum requirements. 6.1.1 Undedayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 611320-3' per FBC Sections 1507.2.3, 1S07.2.4 or R9U5.2.3. 62 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 62.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 2507.2.6orR90S.2.5. Staples are not permitted. 6.2.2 VVhenetheruofx|opeexoeeds2lunitsvertica|in1Zunitshodzonta|,uye\he"5teopS|ope~dinections. 63 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth inF8C Section 1511orR80Oand [ertainTeedpublished installation instructions. 64 LOW AND STANDARD SLOPE STEEP SLOPE ENGU8H 12" 12" 12" 5*3' mmillt MBRK r 2mMM) Shingle tnilgle ShingleFa ,, YFigure /u4: Out tdis, then mmback mmvkticap mowk w En&bmtnensions sboun), Us,- four nails and six sTots of asphalt roofing cernmfor every full shingle (Figure x. Asphalt roofing ceuen,meeting ASTMo4586 ryipwuusuggested. fleeting Cement Apply /'( usmm' l spots o/asphalt ,vwm«cemon/ oocie,each tab m' wi. Figure x-4: Use/ ou,nartsmid ^mspomofmPMmxme" onskvp sOlm C^llExcessive use wroofing cement can cause okmgtes mmmxrs agure,u«oInsmuwton qfw4ps^knmthe bimand m4es. 6.4.1.l Fo/4STM D3161, Class F performance use BASF "Sonolastic" N PJTM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, uc Evaluation Report ssszuy.0s- Rz unmaotev/^vm"rizvuo #9503 s~EDITION pmznmcmom'xv*zEVALUATION po444-no cenamremaAsphalt Roof Shingles; (610)651'5847 Revision 1a`o9/ 0$zo1r Page 4u,z2 6.5 6.5.1 LOW AND STANDARD SLOPE Use SIX nails for cwtl, full shingle located as sllmk n below 25 r,n) 1" (2$ THP) -+^ Flgrrre _: tse six nails f«r erei:r fzrfl sbinghe 1` TRINITY ERD STEEP SLOPE 1 se SIX nails and 1:01 R shots of asphalt roofing cement for eery (till shingle as shown b(low. Apple asphalt roofing cement 1"(25 min) from edge of shingle. Asphalt rewfing cement the tins; ;is7'.M 1) 4586 r pe 11 is suggested. Fivlre ,3. 1 se sir with anrt ferrrr spots of asphalt roofrrrg cement on steep slopes. Hip & Ridge for Arcadia T": Cedar CrestT"', Cedar CrestT"' IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic* NP1TM" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line 3/ to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. 8. 12' --i 203 tent) f 5 f Hand -sealing adhesive 4" 114" • - 3/4" 24_ — - - w •e-- 1" Dab of asphalt cement between - 1" shingle layers Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization t#9503 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 6.6 Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. Additional nazis if TqQ,md TRINITY ER® Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement— for every full Belmont shingle- Apply asphalt roofing cement I" (25mm) from edge of shingle. See below, Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. v less 1'(25 mm 16 U7111 6.6.1 Hip & Ridge for Belmont"' or BelmontO IR: 6.6.1.1 Option 1: For BelmontO, refer to instructions herein for Cedar CreStT11 or Cedar CreStT1 IR hip and ridge shingles. For Belmont* IR, refer to instructions herein for Cedar CreStT" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont*: ShangleO Ridge Figure 17-18:Sbangle" Ritige, Exposure Remove tape from the right side 8' and fasten SECOND Fasten the leftside 85/8, RIGHT FIRST "-/ LEFT Figure 17-19., Installation qfSbangtet Ridge shingles on baps and rid vs. 6. 6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NP1'm" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RI2 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13: 09/05/2017 Page 6 of 12 TRINITY ERD 6.7 CARRIAGE HOUSE SHANGLER AND GRAND MANOR SHANGLE": LOW AND STEEP SLOPE STANDARD SLOPE t'se seven nails and three spots ol'asphalt rooling cenivol for every I'se five nails for every full Shangiv. till Gravid MauorShanov, I'se five balls and three. spots (if asphalt roofing cement for every full Garr*e house Shangle and Cvrawnial Slate. Apply asphalt cooling cellie"t 1" (25 111m) (roill edge of shingle Is suggested. 6 5/8" t38 n1m) 220 mm) or less figun,174 6'arritige House Sbangle, or Owlenni(it Stine1 6 "n m) till (220,w 25 mm) -_Rootmg Cement--- tgurr / 7- 5: ltben inslafting Grand.11fanorSlu owles on slwp sloibes, use,wrwrit nails and lbreexpois (!f aspikill "iqfing ceineat 6.7.1 Hip & Ridge for Carriage House ShangleO and Grand Manor Shangle: Refer to instructions herein for Shangle" Ridge hip and ridge shingles MU LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4** 12" 1-(305 mm} --j--(375 min)- —1---(305 mrnf- 1" (25 min) bim)--- Ma ilable F At e LANDMARK TL NorthGate: 13W" 13" 131/2" j-(343 mm)—j— (330 mm)-- (343 mm)- —1 1 " (25 mail 1" (25 rim) h4uw 1,14: Use four malls for ereri fid/ sbiugle, WIDE NAILING 12" 14 14' AREA (305 mm) -- , f375 rrm) - 1 (335 mm) hail 1' 25 mm) Uvpw aww nap Ine Na$ng uses W low and standard skp*s (fron, 2:12 to 21,12) Nal betw"n wpW & kwmr Ices as stown above, Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthorization #9503 6 T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R1Z CertaInTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13; 09/05/2017 Page 7 of 12 STEEP SLOPE I'se six nails and four spots of asphalt roofing cement for every full larninated shingle. ','cc below, Asphalt roofing center)( should meet MTNI D450 T},pe 11, Apply I" spots of asphalt roofing cement uti(]e each corner and al about 12'* to 13" in from each edge, METRI( DIMENSIONS 121-11--- 305 riri) T, Nail Area For steep" t 25 Mrn) Re 143/4"--- 12" — — 375 mm) (305 min) lease Tape Cement STEEP 12' SLOPE 1—(305 n NAILING F 0— I" 25 rom', N, J'TRINITYERD LANDMARK TL 343 mm) (330 mm) (343 mm) mr1l) 1"(25 mm)----1 A tz , / T.-r 25 mm) (25 ram) NorthGate: 14- X4" Figure 13-5: Use ski; nags and fourspots of asphalt ty)qftng cetntmi on storpsdopei 12" 305 rr 1'( 25 mm' Nailing areas for steep slopes (greater than 21:12) and " Stonn-Nailing" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridge for Landmark'", Landmark'" IR, Landmark'"" Pro, Landmark T" Premium, Landmark'"" TIL, Landmark TM Solaris, Landmark"" Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge TI or NothGate Accessory 05mm) ( 250mm) 5 O.M) (150mm) (125mm) ( 125mm) 1 Notch for Centering 12" t 131/4' 337min) 305"") Notches for Alignment to T the Top Edge of the Prevaus 180inin) Cap for 5' (125min) ExposUre English Dimension Shadow Ridge — Exterior Research and Design, I.I.C. Certificate ofAutharization #9503 6 T" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 75/ 8" 196mm) Metric Dimension Shadow Ridge- Evaluation Report 3532.09.05-RI3 FL5444- RI2 Revision 13: 09/05/2017 Page 8 of 12 T 13 /4" ( S37 9 271q,71 250 mn — I I GeMeh,N Ncich AjiQn these notches to top edge of Wevio(is rmase NorthGate Ridge TRINITY ERD 13 1/8" 333 mm) 6 518- *^l 1 6 5/8" 01168MM) (168 mm) T Centering Notch 194 MM) (337 mm) Align these notches to top 7 5/8" 194 mm) edge of previous course. AccessoryNorthGate 1 2. Laying Notch 5. (125"11r) Figure 1,J-20: t1se lafing nohbes to center shingla on &ps and ridges, and to data t&3 comwl emposum 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic" N PITM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest"", Cedar CreStT" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S-R13 Certificate ofAuthorizotion #-9503 6 T' EDITION (2017) F8C NON-HVHZ EVALUATION FL5444-RI2 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For tow and standard slopes, use five trails for each full Presidential shingle as shown below. Nailing h-------- 40"------ Guide Lines (1016 mm) 5 114' ! 133 mm) .__.. 14114" 11t2' 30mtn} (362 mm) NOTE: Apply nails on painted guideline. Figure 16.6• Fastening Pies& entfal and Fre ck"tlal TL Shake sbingkas on low anti stantlartf slopes. 1 3 TRINITY ERD STEEP SLOPE: For sheep slopes, use Bute nails for each full Presidential shingle and apply I" dtanteter spolc of asphalt roofing ceinent under each sldngie Lab. After applying > nails in between the nailing guide fines, apply 4 nails I' above tab cutouts Making certain tabs of overlying shitigle corer nails, T t' diameter asphalt roofing cement Ft ure 16.7, Fastening FN%idential mid hnsirktntial TfL Shakes shingles on shop slopes. 6.9.1 Hip & Ridge for Presidential ShakeT"" Presidential ShakeTM IR, Presidential Shake TLT", Presidential SolarisT": 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges, Apply shingles up to the ridge (expose no more than 7" from the bottom edge of the "tooth." fasten each accessory with two fas- teners, The fasteners must be 1 3/4" long or longer, so they penetrate either 3/4" into the deck or completely through the deck, Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12" x 12"; Portland, OR produces 97/8" x 131/4" accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1TM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar CreStTM, Cedar CrestTl IR hip and ridge shingles. 6.10 LOW, STANDARD AND STEEP SLOPE: mm} t 3t3 stun} t7 i inns} (230 mm1 I mml C230 mm) (230 mol L diT[J' 0' i„ t.. I— V5 nun) (25 nun} : (2,10 rn=n} rni 9 nnn} FFgreee I S- i, Hrrterrrrrg IGrfh rr+,r,thiu{(^z errr.pre(.VoFr.a for arerp stolx", uw five nuns and cigkn spars, of as(thau rooliog Figaw 15- 3. tastcening Ualkwu SbinA ea on cement for caeh full i heerxs slungle as shmkn ab wr. AF1bp I' Lore rutASlrrrtt& rrrt.Golxs (15mm) diamekr spats of rooloo; maknit (h.STht n 45%IVtx 11 For lore and standard slopes, rise Gar nails for etch full ug rucct) antler cant lah cornet Press shingle Into Place; do ma Hatteras shingle as shown above extxt e cement. CA(TIONz Too nrorft iixofing motto tman eauw shmgies to truster. Exterior Research and Design, LLC, Evaluation Report 3532.09.05-R13 Certificate ofAuthoriration # 9503 6M EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RlZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 K TRINITY ERD 6.10.1 Hip St Ridge for HatteraSTM: 6.10.1.1 Option 1: Accessory for Hatteras Figure 15 -14, 18 three-piece units separate to inake 54 Hatteras Acressmy sbing4e!& 6.10.1.2 Option 2: Cut Hatteras Shingles 1 91' -..- 7-2-3-0 MR17) 460 1111`0 460 nim) Cap Cap p Shingle Shingle a S hCijan j'l e, Figure 15-20., Cut Hatteras shingles to make cot-ir cap. Figure 15-21: Installation (?f caps along hips and rid?m 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic" NP1" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: STEEP SLOPE: Use FIVE itails and FIGIffspoLs of asphalt rooting ceircrit* for each qX 0 J.X 7(.,-- full flighlaiid Slate shiogle. For I'Martil-Dade, SIX nails are required, Apply V diameter spots of asphalt roofing comeat ender cacti tab Qs" corner Asphalt roollogcement iiieedtigkSTM D4586 1}1)c 11 is ajkgested, J six .11 ItM1111."11 Nalled OW WI$1 0,471 as SIX ml J- nvh 0dAwl "s ahPxnl TiVire 11-3., 17* 1717 nails far etxr y ffigbkoid VWIeshingle figimc (Ise fAF nails curd efgbi sIvIs ofaspbedi roqfingetwent u?j&,,r each tab mrwr CAUTION: Excessive use of roofing ce(fteii( Call cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slater" Highland Slate TM IR: Refer to instructions herein for Cedar CreStTM, Cedar CreStTM IR or Shangle Ridge T" hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532,09.05-R13 Certificate ofAuthorization #9503 6 T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 11 of 12 612 LOW AND STANDARD SLOPE TRINITY ERD STEEP SLOPE pxxouuand four mwsv[unmmt^"mo cement [or every (till Am» le as,,ilom`h,|vnAsphalt n",m`x°moxm,mvuoI'xcw6w I*vy, Ui,`ngges/4\v/,|'|^(25mm>sp"/,v[as,haltpmm`u m*m, mwmun, Rooting Cc 6121 RefertoinstrucbonsheveinforCedarCrestTM' CedarCreSt=IR,ShadmwRidQeTM' NmrthGoten/Shong| eRidQelmhip and ridge shingles. 7. Lxacuwm: 7. 1 Each unit shall bear a permanent label with the manufacturer's name, logo cky, state and logo of the Accredited Quality Assurance Agencynctedhenein. 72 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 8. BUILDING PERMIT REQUIREMENTS: Asrequired bythe Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S- MANUFACTURING PLANTS: Contact the named QAentity for information on which plants produce products covered by Florida Ru|eG1G20-3 QA requirements, 10. QUALITY ASSURANCE ENTITY: ULLLC— QUA9§ ZS;(414)248f6409;kaven. buchmann@us.uioom END OfEVALUATION REPORT ' Exterior Research and Design, uc Evaluation Report 3532.09.05-1113 Certificate */»,momomm#9s03 o'"EDITION un14mcwow'ovxZEVALUATION pu444n12 C*rtainTevuAsphalt Roof sm"ole,; (610)e5/- 5847 Revision o:oo/os/zno Page om12 1/2;2018 Florida Building Code Online r BCIS Home i Log In User Registration i Hot Topics Submit Surcharge Stats & Facts O4Pror duct Approval USER: Public User L P[gduct Aoyal Menu > Erq4uL(9r-An2jrujiQn ' Sedr&h > ApphL&Qn I ist > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri— eden@tamko,com Kern Eden kerri_ eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri— eden@tamko.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL1232 98 fUALP& Referenced Standard and Year (of Standard) SAAD-dArA Y-W ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https: lAwww.floridabuilding.org/pr/prapp_Ati.aspx?param=wGEVXQwtDqtF2AezuarjgOlAramDGm5ebt5wRVV28J8d8c6l CFKFGNQ%3d%3d 1/3 1 /2/2018 Florida Building Code Online Q Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 12328.1 Method 1 Option D 10/05/201.7 10/19/2017 10/20/2017 12/12/2017 ASTM Slate Surfaced Roll Roofing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.2 ASTM Tile Underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.3 i Master Smooth Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.4 i Moisture Guard Limits of Use Approved for use in HVHZ; Yes Approved for use outside HVHZ; Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.5( No 15 ASTM Limits of Use Approved for use in HVHZ:' Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.6 No, 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Roll roofing surfaced with mineral granules Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMK Verified By: Zachary R, Priest 74021 Created by Independent Third Party: Yes Evaluation Reports Under-layfflgaL5 final,pdf Created by Independent Third Party: Yes Coated organic underlayment Installation Instructions 12 328 R8 II TBP14001.4 2017 FBC Eval ReoortTAMKQ UOderlayMgnts final.odf Verified By: Zachary R, Priest 74021 Created by Independent Third Party: Yes Evaluation Reports U,gderlayXpeg final.f Created by Independent Third Party: Yes Asphalt saturated organic underlayment Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval RepoajAMKQ ULiderlayments flD3Lpdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports EL1232 R8 AE TBP14001.4 2017 FBC Eval RepQLLjAtZQ UBderlavment jfinal.odf Created by Independent Third Party: Yes A self adhering modified bitumen underlayment.__ Installation Instructions 123 > L II TBP14001.4 2017 FB t aderlayingnts final, jdf. Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports Asphalt saturated organic felt Yes organic felt Installation Instructions Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramOGm5ebt5wRW28J8d8c6lCFKFGNQ°/a3d%3d 2/3 AI NA A IZA TECHNICAL SERVICES, U U C EVALUATION REPORT Manufacturer: TAMKOBUILDING PRODUCTS, INC. P. O. Box1404 Joplin, MO048O2 417) 024-8644 Quality Assurance: ULLLC(OUA8025) Category: Roofing SUndodaymenb Code Sections: 150711 Properties: Physical properties PRODUCT DESCRIPTION TAMMQ@ASTM Slate Surfaced Roll Roofing TAMKO@ASTM Tile Undedayment TAMKO@ Master Smooth TAMMO@ Moisture TAMKO@No 15ASTM Asphalt Saturated Organic Felt TAMKO@No. 15UL Asphalt Saturated Organic Felt TAK8KQODNo. 30ASTK8 Asphalt Saturated Organic Felt TA88K[x@No. 38UL Asphalt Saturated Organic Felt Certificate ofAuthorization No. 29824 17520 Edinburgh Drive Tampa, FL33847 FLORIDA BUILDING CODE, amEDITION ( 2017) Issued October /9,2017 ASTMD0380.Class M. Type Uunderlayment constructed from organic felt saturated with asphalt and coated onboth sides with asphalt and surfaced with granules. ASTM D 6380, Class M, Type 11 underlayment constructed from an organic felt saturated with asphalt then coated onboth sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated onboth sides with asphalt and surfaced with afine mineral. For use in non-HVHZ only. Self -adhered, A8TK4 D 1370. fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape, ASTM D 226, Type I underlayment constructed from a non - perforated organic felt that is saturated with asphalt. A8TMD220.Type |undedaymertconstructed from anon-perforated organic felt that iu saturated with asphalt, ASTMD228 Type Uundedaym*n constructed from anon-perforated organic felt that b saturated with asphalt. ASTMD228.Type Uundadaymoo constructed from anon-perforated organic felt that is saturated with asphalt. TAMKO@TVVMetal and Self-adhe,ed.flexible, A8TMD1Q70and TA8103.rubberized asphalt sheet mmnbveno Tlk*Undedayme, d with a polymer film on the surface and a removable release film on the adhesive side. TAMKO@TVV Self-adhened, 0axbla, ASTM D 1970. rubberized asphalt sheet membrane with a Undedaymment polymer film unthe surface and aremovable release film onthe adhesive side. This evaluation is provided for State of Florida product approvalumer Ruleh1G20-3. The manufacturer shall notify CREEK Technical Services, LLCofany product changes , quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nu, imply warranty, instanativn, recommended use, o,other product attributes that are not specifically addressed herein, CREEK TAMKO BUILDING PRODCUTS, INC. j K TAMKO Underlayments TECHNICAL SERVICES, L-L.0 TAMKO@ TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. 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 1l8" 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 TAMK06 TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture GuafdO shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOID 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: TAMKO® 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 Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shin les Shin les Roofin Shakes Shin les Concrete Tile TAMKO@ ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO(b ASTM Tile N N N N N Y Underlayment TAMKOOD Master Smooth Y' N N N N N TAMKOO Moisture Guard@ Y N N N N N TAMKO@ No. 16 ASTM Asphalt Saturated Organic Y Y Y Yz N N Felt TAMKOOD No. 15 UL Asphalt Y Y Y Yz Y N Saturated Organic Felt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOV No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKO@ TW Metal and Tile Y Y N N N Y Underlayment TAMKO(D TW Underlayment Y Y N N N N TAMKO@ TAM -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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. a°0*@~0~ TA KOBu owGpnOoCUT8.INC. 0-U 0 0 rANIwOunu*naymemo TECHNICAL SERv/CES.LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance innot within scope of this evaluation, 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturers 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. O) All undedoymanto shall be (ne%a||od with the ru|| length parallel tothe eav*, starting at the eave. and lapped in uuooeoa|ve 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 manufacturers application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8} The undedoymen!shall not bainstalled over existing roof coverings. O} 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 G1G2O- 3. REFERENCES fnih Report No. Standard Year pmConstruction Materials Technn|ogien(TST049) TAP-192-02-01 ASnmO1S70 2015a PR|Construction Materials Technologies 9) T*P'193-0e'01 Gnmo1orV 2015a PR|Construction Materials Technologies (T3T0O4S) TaP-214-02'01 A8TMD4859 2016 PR{Construction Materials Technologies (T8r80*S) TAP'215'02'01 AGTmD220 oVVe pR|Construction Materials Technologies (TGr8U4S) TAP-216'02-03 AGTMD83VO 2003(2013) PR|Construction Materials Technologies (TGT5O*S) TAP-217-02'01Rev ASTND688V 2003(2013) PR|Construction Materials Technologies (TST8V^9) TAP'218-02'01 4SnND220 2008 PR|Construction Materials Technologies (T0TV043) T8P-219-02-01 xSTMo22O 2009 PR|Construction Materials Technologies (T3ToU4e) TKP-230'02-01 A8TNDu380 2008(2018) PR|Construction Materials Technologies (TST6o4V) Txp'222-02-01 SrMD48h9 2016 PRIConstruction Materials Technologies ( T8T604S) TAp'245-02-01 rAS103 1985 ASTMD47ao 2011 PR|Construction Materials Technologies T5049> TAP'311u2u1 ASnmD19r0 2015o pmConstruction Materials Technologies (TGT0O49) TAP'319-02'01 1 ACC188 2012 PR|Construction Materials Technologies (TGT0V48) TxP'387'02'01 Onmo18rO 2015o PmConstruction Materials Technologies (T8T8048) TAP- 888-02-01 AGTND1g7U 2015a VLLLC(T3T8s28) 13CA12269 8rMD22O 2009 This evaluation report is provided for State of Florida product approval under Rule 81G20-3.The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report isvalid, This evaluation report does not express nor imply warranty, ingo||ation, recommended use, urother product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC, TAMKO Underlayments 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. 4P 7 No 74021 13 •STATE OF 44J 0 R fill ON A CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:5 8 Q4 00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Ced ofAuNo a mNo2Q 4 CREEK 1752OEdinbunghDhvo Tampa, FL33647 13>4 O'3421 l F K kL ER V ES^ U K EVALUATION REPORT FLORIDA BUILDING CODE, 6 THEDITION (2017) Manufacturer: TAk8KOBUILDING PRODUCTS, INC. Issued October Y9,20/7 P.U. Bnx14U4 Joplin, MOG480 417)624- 6644 Quality Assurance: ULLLC(UUA8G25) SCOPE Roofing SUndodayments Code Sections: 1507. 1.1 Properties: Physical properties PRODUCT DESCRIPTION 7AMKO@ ASTM Slate ASTM D 6380, Class M.Type Uunderlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. T4MNO(9) ASTM Tile Underlayment TAMKO@ Master Smooth TAMKCKD Moisture TAMKO@No. 15A8TM Asphalt Saturated Organic Felt TAMNO@No. 15UL Asphalt Saturated Organic Felt TAxNKOODNo. 30A8TM Asphalt Saturated Organic Felt TAK8KO@No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M. Type Uunderlayment constructed from mnorganic felt saturated with asphalt then coated onboth sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated onboth sides with asphalt and surfaced with ofine mineral. For use in non-HVHZ only. Self-adhered, AST&4 D 1A70.fiberglass reinforced, modified bitumen sheet membrane with a m|nom| surfacing and o removable va|*aae 8|m on the adhesive side and removable selvedge release tape. AGTK4D220.Type |undedoymentconstructed from anon-perforated organic felt that is saturated with asphalt. ASTMD22S.Type |undnrlaymortconstructed from anon-perforated organic felt that is saturated with asphalt. A8TMD22S Type Uundodaymen constructed from anon-perforated organic felt that is saturated with asphalt. ASTMD220 Type Uundedaymen constructed from anon-perforated organic felt that iu saturated with asphalt. TAMIKODTVVMetal and 8elf-adhonad.flexible, ASTMD1QTOand TA31O3.rubberized asphalt sheet membrane Tl|eUndedayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKQOTVV Self -adhered, 8exNe, ASTM D 1970. rubberized asphalt sheet membrane with a Undodaymont polymer film onthe surface and mremovable release fi|monthe adhesive side. This evaluation report is provided for State of Florida product approval under Rum01G20-3. The manufacturer shall notify CREEK Technical Services, LLCorany product changes mquality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, orother product attributes that are not specifically addressed herein, CREEK TAMKO BUILDING PRODCUTS, INC. j"i, [, TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO@ TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. 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 TAMKO@ TW Metal and Tile Underlayment and TAMKO@ TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO@ 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 TAMKO@ 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: TAMKO@ 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 Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shia les Shin Ies Roofin Shakes Shingles Concrete Tile TAMKO@ ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO(D ASTM Tile N N N N N Y Underlayment TAMKO@ Master Smooth Y' N N N N N TAMKO@ Moisture Guard@ Y N N N N N TAMKO@ No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO@ No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO@ No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKO@ TW Metal and Tile Y Y N N N YUnderlayment TAMKO@ TW Underlayment Y Y N N N N TAMKO@ TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001 A FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. a-h0 m0 0a T KOBU|L0NGPRODCuTS.INC. 0-U.0 TAMKOunuw1avments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification ionot within the scope ofthis evaluation. 2> Wind uplift resistance innot within scope ofthis evaluation. 3) Installation of the evaluated product shall comply with this report, the FIBC, and the manufacturers 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. O> All undedaymontu shall be installed with the roll length pumU*| to the eave, starting at the eave. and lapped in auonmouivo 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 und*daymen\ shall not beinstalled over existing roof coverings, 8> Contact the manufacturer regarding specific exposure limits for each undedaymenL 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule O1G2O-3. REFERENCES Enigy Report No. Standard Year Pn|Construction Materials Technologies (T8T5O49) TAP-192-02'01 aGTMD1g7O 2015a pR|Construction Materials Technologies (TST 049) rAP-193-02-01 ASlMu1B70 2015a PmConstruction Materials Technologies (TSTOV48) Txp- 21**2*1 SnwooV6g 2016 PR/Construction Materials Technologies (TST6V4S) TKp- 215-02'01 xGTMo22§ 2089 PR|Construction Materials Technologies TBV*S) TAP-215-02'03 AGnMD838V 2003(2018) pmConstruction Materials Technologies (TSTOo*8) T^ P-217'02-01REv ASTMo0380 2003(20/3) pn|Construction Materials Technologies T00*3) TKP' 218'02-01 x8TMo220 2008 pR|Construction Materials Technologies (T8T5O*8) TAP- 2/9-02-01 ASTM D228 2009 PR|Construction Materials Technologies (TST6o49) TKP'220' 02-01 AGTmo630V 2008(2013) PR|Construction Materials Technologies (TGT0O4S) TAP-222- 02-01 ASTMD486S 2018 PR/Construction Materials Technologies (TSn5O*S) TAP- 245*2'01 TA31O3 1995 STMo^79n 2011 PR|Construction Materials Technologies T0048> TxP-311' 02~01 ASTM D/erO 2015o PR|Construction Materials Technologies (TGrOO48) TAP-3/ 9-02-01 1 ACC 108 2012 PR|Construction Materials Technologies (TST6049) T*p' 387'02'01 8TMo1g7O 2015u PR|Construction Materials Technologies (TGT6U48) TAP-388' 02-01 Snwo137O 2015a VLLLC(rST9828) 13CA12269 GTMD228 2009 This evaluation report is provided for State of Florida product approval under Rule 61G20-3.The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, inmmo*Vun, recommended use, orother product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC, TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 61h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. NN NO% ?Y R. N No 74021 STATE OF 4' Al *. 4 '?, R % CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:5 8 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation, 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. 1/212018 Florida Building Code Online 13CIS Home : Log In User Registration Hot Topics Submit Surcharge Stats & Facts 1, 4Product Approval USER: Public User EMgR.(t royal Meng > Product or AnDlication 521,tlh > AQWjidU9n Lig > Application Detail FL # FL3792-RIO Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year Miami -Dade TAS 100 (A) 1995 1 1 affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method I Option A Date Submitted 11/08/2017 https:/Ifloridabuilding.org/pr/prapp_dti.aspx?param=wGEVXQwtDqsFgPhXouzz9PGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 1/3 1/2/2018 Florida Building Code Online Date Validated Date Pending FBC Approval Date Approved 3792.1 i 135 Roof Louver 11/08/2017 11/12/2017 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation, 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Limits of Use Approved for use in HVHZ. Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation, 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet, 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3, Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Aluminum Roof Louver Certification Agency Certificate FL3792 R1 C CAC Lomanco 135-200Q - HQA Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Certification Agency Certificate Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 16051028.Ddf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate EL3792 R10 C. CAC Lofflal]Co ZQQ Se[jQs - a _NQAj5D5 IIQ23, Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions R10 11 Lomanco 700 Series - N Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports U92 810 AE Umancg 2QO Serica - NQA 16051028.pd Created by Independent Third Patty: Yes Aluminum Roof Louver Certification Agency Certificate FL3722 R10 C Cam. NOA IS-07Q%D9_W Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions EUZ92 _R1QJL_N0A_15_-_Q ladf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports EL3792 RIO AE NOA 15-0709.Q2j&f Created by Independent Third Party: Yes 1---l" - -- - ------- ---- 111111111111—— _1_1_111_1 ----------------------------- ........ - -------- - ---------- . ....... ... -- - ------ - ------------ ------- -- 1"00# The State of Florida is an AA/EEO employer. ,-_Qgy[Wbt 2QQZ-ZQ13 :: 9eftUj0_5jdLtaLV'U https://floridabuilding,org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsFgPhXouzz9PGbeVjdikEkuTrIzAU6DFsUombpCG3RoA%3d%3d 2/3 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.goy/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miarm-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 AI-IJ 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 of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 renews NOA No. 15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez, APPROVED M NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 83" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min, thickness 0.025" roof ventilation system with a 9,75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 CM =U NOA No.: 16-0510.28 I. CO NTY Expiration Date: 08/16/21M"1A"Pj%RQW ft WME_ Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with] '/4 " aluminum annular ring shank nails. With the first nail 1 Y4" from roof louver end and a minimum of 6" oc. at the front and backside of louver vent parallel to the ridge. And with the first nail 11/4" from roof louver end and a minimum of 8" o,c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the scams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf" cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply '/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant # 10-7 x 1- 1 /2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 WMAMI-DADE COUNTY Expiration Date: 08/16/21 lM"4$Wyj= Approval Date: 06/30/16 Page 4 of 9 DETAIL, DRAWINGS DETAIL A 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 750 SERIES LouVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-5 SERIES LOUVERED ROOF VENT 4 MMIAMI-DADECgMOUNTY NOA No.: 16-0510.28 W&wa Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LouVERED ROOF VENT 10110 1XII NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIA M" MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Lvww.miRmidade.2ov/economv Lowanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 renews NOA No. 15 -0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. F7 L. f'2 APPR OVED_J M NOA No.. 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Cate2ory. Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min, thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS I OO(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 WME COUNTY NOA No.: 16-0510.28 I-DAD02 Expiration Date: 08/16/21 10"IMM Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles, Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1 'A " aluminum annular ring shank nails. With the first nail 11/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1 '/4 from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the scams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf"cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply 1/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes, 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 6 1 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 MAMI-DADE COUNTY Expiration Date: 08/16/21 WWUWRO Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS r t I i 700 SERiEs LouVERED RoOF VENT NQA No.: 16-0510.28 Mar t•CnCaur rir I AMIIII ' O Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 CRUMNIV, 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 rKMAW, NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT 4 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED RoOF VENT END OF THIS ACCEPTANCE j NOA No., 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMP MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (N9 AJ www.miainidadL.gov/ecoiiomy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 renews NOA No. 15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. APPaOVED M NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date. 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-5 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-0 13-02-01 TAS I OO(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 WMIAMI-DADEC UNTY NOA No.: 16-0510.28 APPW0—YE--=D0 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1 '/4 " aluminum annular ring shank nails. With the first nail 1 Y4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 11/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 QMWAWMI - D A. MDE C 0 =U NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout, Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf"cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply 1/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant # 10-7 x 1- 1 /2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 3 3 feet. 4. Lomanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 6 1 G20-3 of the Florida Administrative Code, NOA No.: 16-0510.28 MIAMI-DADE COUNTY p7rimf Expiration Date: 08/16/21 IIIIIIIApproval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date, 06/30/16 Page 5 of 9 W 750 SERIES LouVERED RoOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT APPROVED NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERiEs LOUVERED Rom VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Comments Archived Product Manufacturer CAST.CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cparrino@castcrete.com Authorized Signature Craig Parrino cparrino@castcrete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino @ c astc rete. co m Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year ACI 318 2014 TMS 402 2016 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 10/18/2017 Date Validated Date Pending FBC Approval Date Approved Summary of Products' 11/14/2017 11/21/201.7 FL # Model, Number or Name Description High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes Approved for use outside HVHZ, Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other-, Superimposed loads shall not exceed allowable safe Installation Instructions load FLIS8 RIO Il N9A_j7-48ZLjR,"f FL15B RIO 11 NOA JL-QaU_Lj29 Verified By; Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ED EE Otar,t Us :: afiOl Blair Ston2 Road. allgkhassee EL 32929 Etj 8- E9A The State of Florida Is an WEED employer. Pqpyfi Q Refund gtai;ament Under Florida low, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall, If you have any questtons, please contact $50.487,1395. *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 It they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can he made available to the public, To determine If you are a licensee under Chapter 455, F.S., please click h ere . Product Approval (Accepts: AMWE Credit Card Safe MIAMI-I=)ADE IME MIAMI-DADE, COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONON11C RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADKINISTRATION DIVISION Miami, Florida 33175-2,174 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE( Myly,iniaraidade.goy/econoffly Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPr", This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ), This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade. County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the, right to revoke this acceptance, if it is determined by Miami -Dade County Product Conti -of 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) 411, 611 & 12" high Strength Precast and Prestressed Concrete Lintels APPROVAII, DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. JT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., 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 the 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 IMPACT ]RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo, RENEWAL of this NOA shalt 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. TERIVIINATION 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 sates, 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 ff 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 ffelmy A. Makar, P.E., M.S. 3 NOA, No, 17-082 1.18 Expiration Date: 09/11/2018 Approval Date: 09/2W2017 7- 8/-L,17 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 403-0605.04 A. DRAWINGS 1. Drawing No. F(D4612, titled "Precast and Prestressed Lintel Details "t sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Dra-yidng No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P, E, B. TESTS 1. Test report on flexural testing on 4 6 " & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel spechnem, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30,404A, dated 04110103, signed and sealed by Christopher A. 1-1amon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete lintels, dated 05129103, 207pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. z Calculations for Cast -Crete Lintels, dated 05129103, 140pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality S)atein'Manitalfor Cast -Crete Machine Fade Precast Lintels revised on May 1, 2002, 2. Cast -Crete Quality 4stem Manual for Prestressed Products dated 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drmt,ing No, LT4612, titled Cast -Crete 4", 611 & 12" Lintel Safe Load Tables", sheets I throligh 3 of 3, prepared by Craig Parrino, P.E., dated.Allarch 24, 2003, last revision dated March 11, 2008, B. TESTS 1, None. C. CALCULATIONS J. None. D. QUALITY ASSURANCE T By Miami -Dade County Bifilding Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy yjA. —MM a ka r, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL il 12-0209.12 A. DRAWINGS 1, Draiving No. FD461Z titled "Precast and Prestressed Lintel Details", sheet I 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 of .3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, RE, on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS L None. D. QUALITY ASSURANCE 1. By Mianfi-Dade County Department ofPertnitting, Environment, and Regulatory Affairs, E. MATERIAL CERTIFICATIONS 1. None. F. OTBE R 1, Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, RE, certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. I -rESTS T .None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE J. By Allianii-Dade County Departinent of Regulatory and Economic Resources (W-EP), E. MATERIAL CERTIFICATIONS 1. None. f eljny la&ka—X Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date. 09/11/2018 Approval Date. 09/28/2017 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 0 14-0903.03 A. DRAWINGS 1. Drcailing No. FD4612, titled "Precast and Prestressed Lintel Details ",sheet I Of 1, dated 03124103 and Drawing No, LT4612, titled "Cast -Crete 4", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and seated by Craig Parrino, P, K, on 08119114. B. TESTS 1, None, C. CALCULATIONS 1, Calculations for Cast. -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, RE, signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE J, By Miapfi-Dade County Department of Regulatory and Economic Resources (R.F.R), E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1, None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mianzi-Dade County Department of.Regulatoryand Economic Resources (RER), E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Ina, dated 08108117, signed & sealed by Craig Parrino, P. E. Helmy A. MaRar, PX, M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09111/2018 Approval Date: 09/28/2017 B-3 t NIGH STRENGTH PRECAST AND Sir- 4%4T4 PRESTRESSED CONCRETE LINTELS 4" SQJD LINTEL DATAA TABLE f 4 2 W-V 1(2) 03 NEW I RERM I 6" PRECAST U-LINTEL DATA TABLE E anaM 1 1 VA" i I" XMi r-10- 17/n WJT-r VA 4 1 I 11S J3Mi8A87w I X-5 f N A w #3 NEW e-10' 7/J2 AM WYA W-4, im-lrlmil- M-2: A 4 r-m DA49 ?a 4 13 1 312 REM vy 0= ME I AWMMM gjaz AT3 4 197-5 9' MECAZE IMTFL 3 SX 12" PRECAST LI-LINTEL DATA TABLE usup M! MUM J. K^poRp4 gnFAR T141 W i = WO) A 14. AM P MM 4. SM"M STWOM 6 M 12 DM LWELS - 2M M OAAot $0 ASTM ols $= IK 70TAL NW A - "W" AWWO ARC 00WAM StIMM coxmTr *M"Mu r. o Smc TA M All 4 i AIMr 11 MICH rM LAW, am OF VK AMMCMMI* M W- No. WOorPXMSTMU.% f. Z3W M FOR MWIM' " X- 4, TIU M RWNW 4FAWWAMM M= M win muss our a" ma we 10 st nvu MM S"rXWX'01 M 0 1 AN. 12 WXY lwwmms ATITR .0"M fTTP# foW. PRODUCT RTVj6L.: C, CO& 0, MyUCTRV-.VlSilO No 3CRAIG fwoito O R $ 324 OR 579 SEFFNER. FL 33584 FL RE, U0. NO44756 PRECAST AND PRESTRESSED LINTEL DETAILS MMM F"M VAIT; I tr I cif= MA FARMP.t PD.M* !14 0ENERAL WQJ 1) 11a1 in>s cmush Pa 4' €rm1d m 3U04 p f i 366tt i to unbivitw As at pTr ,Kiwi A65i I f40 m ar ASUd ttrfl trpo Tar 6 2) M solo bad WWaa Wad am mki mwat 4 W6 mcwrwi b.AV, foob for WA AI'd t M 11 9. sbs uiy Whl 1s U..9— G61/1 itchea 3) p{ adda to] morlor bad and hand 4) Tha = A*w b }aenU7eas tmFxda+ iiv peam2 :aduetiwn fa qtv& 42 wo added ,ebx. bgmpit 17'- 4' linW W44-22 -f- ggm v81' 1+ d - MBA a/ 14% , 4i 1426 (,$bT + t226 pit 5) 9 meet o eoaxd d f 04 of 6 k )a0 1 --4 &border t 3ss:ata totowlaMem *djtr0. %. fww. axA" cob s'. 5on t601.3.i ea 6) Shom ( 044 libl, as r.F*.d. 7) 4' sad :oido to ba bxlalkd a/ a bwiz.aWl and S vvtc • 6) 6ta ala onJotbdu asni d 8 a n e p j Vitt, the wow otafGl asA/« akc- avta dawmrala. s) iba ilwi sr oq sdWelo wzalltand boils tiara 91a -b kod hits br Um r1 x3saae rasb6stD m A .0 &l d d-near taw 1as tool of 12) 6' a 12' UAA am raanvt=WW x1, 5-1/2' W400kb. at U e,4. to ascwsokle rarTicd n8 MW=N aril grvjt sA. p Ths den sataa d WJSs ma ' b asklwraomualexdbbaaaafm of s4sm AStll C-626 0 Ysa' saoSag. 14)W4 kid va Vx6Gd at nail hofizamk? soda aha 3d ba dh d to U3a as Oho fn6af A146 d Y-6-1 iotd rsey .U.IA bl boil Ix Sao I. A i bod Sofa isadxoetd bad 15) Pax G paAa raw b*kls to shoes asa saN bad from 0" kasr b*d o}mw 16) For W.1 w4wmot sltrw, -sole boil fro MA >e'g t. bathskaa 17) Sofa bolo are a g kpoasd .1..bb bads. 16) Sots toffs lxs d as mRoW dargm amairab pw AM 530 wld 10 31G f9) resdamd k saw ,a rc A a the ."*ff (nt Kwrtra SE WE LVDA1. LOM ME FOR LOAD HA a FOR EKK ADDITI4 RE3NFORCEO CJAJ { RC i41) EULL OMRSE 1) 15 REBM FOR 6' 13MS 1/2' CLR i11' t (2 MBAR FOR 12' LthTELS e ca4 Gt60 SAFE LOADS FOR 4" SOLID LINTELS 41" ITY GRAVITY TYPELENGTH S8 S-6' ( 42 PRECAST 1180 4'--O' ( 48" PRECAST 959 4'-6e ( 541 PRECAST 789 10-(701 PRECAST 460 6'-6' ( 78' PRECAST 360 7'-e ( 9n PRECAST 260 9'-4' ( 11n PRECAST 156 10'--6-( 1261 PRECAST 116 12U8 A> rf+_" UPLW7 LATERAL LENGTH TYPE 4S8 4SS S-6' ( 421 PRECAST 687 371 4'-0e ( 481 PRECAST 597 320 4'-0' ( 54 PRECAST 529 258 5'-10'( 7q PRECAS7 407 14S 6'-5' ( 78a) PRECAST 368 S 1$ 7'-6' ( 901 PRECAST 280 87 9-4" ( 1121 PRECAST 187 55 10'-6'( 126" PRECAST 152 43 12F8 121" 12 12F16 10) H. M. =Hat l3at d •sx• s 1- 1 (' .,. .. .:. r' `.3:..4 i,^;l±*,,.h: 11) Sotiaa Nk added robe to ba lowtod d It. hoilom .1 tke to" s 3 }} 1 : y%.• ',., ' z'.. : a MODUCTAMSED 6U8 6F8 6F12 61`16 as aom, fq s with It., ;7a3tk Bi4)dl+ t3 C k , 0 2 1.18 Fsgt' #3eta 22i!$tC { -"* • ."';:may t..:: 7=r, r+ _.. ii + 4 y—F+ rasa ssMt Gaoucic.. snsum 9 •}7 : I s >t:z ti '+ eusslra IhdRN + 1 '•e:,''4c,#' 4x'gi .<,-,:,,s;,n scmatt .bat • • >*' '`!^ i4, ,i.9,; A,,.""- .:'-'•+' .'>$• '`^-' i 2F 1 v-23/2 i 'ra_ lAWOl=- (-axmra i '.' Sy^ ,ram "'?t.2 •> i:' i A: Oa WY sae _. AN1GP h:. , y' K•T'.',r... n+A ,: r,%:.^ r:;t:•ta'i 4• ~'; `.,is';:r i6 AGRlS I$8f • L- 4sr T. 4.' .>n _'". T fe _ iQ i1j . T9e R' IN105 li)lJeM[ D £f.Y laW4T ..r4 ia"; yr• ',;} 'd ". ¢:1+).'f t,''a ;• ._ aaa 4S$'• ,+*+i ~ M 0 gyp. 12F28 12F24 12F20 i'AMUCT RuviSiih r ae + • `` FGa f ^i" '= i3* y?: ,a• "* . + ST T ' ' Fk }moo ifh 111sF/orfda fmwva 5Ac a •' • • f • • • • • ~ { j', f CRAIG PARI?lN0 '1 unra No - fl fl 3 12'N0" ML=Tti • <p pl ,'' g24C#?579 1a• a 18 6F82 6F28 6F24 6F20 {*.,;+'Sf Ca'StLEk R1 w JH CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD 1ABLES 1 Cp GfHERAt AE1NS14N 6 1 14 a v` CJ=3 : OSM-14 WAD SUL f:1AW# 3/2t41S, M MQ P. f, - M, W'AN O WO00 LU612 SKU 1 OF 3. SAFE GRAVITY LOADS FOR S" PRECAST U-LINTELS Oaenl SAFE LOAD - POUNDS PER LINEAR FOOT j LENGTH TYPE 6f8-19 6F12^18 16-1 6f2ti-i M4-13 111 32-1B 3'-6' (421 PRECAST 2332 2675 3892 5050 148 7227 8297 9357 4'-0' (48) PRECAST 2025 2313 3692 5050 6148 7227 8297- 9357 4'-6' (54) PRECAST 1654 1087 3633 50% 6148 7227 8297 9357 5'-10'(70) PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-8' (781 PIS= 949 1078 1831 2850 4328 6737 3297 1 9357 7'-6" (90) PRECAST 771 883 1459 2188 3151 4524 6654 9357,E s T-4' (112') PRECAST 584 860 1058 i 1523 2084 1 2795 3731 5017 IV-6'(126 i PRECAST 503 566 895 1270 i 170S 2235 2898 3747 136) PRECAST 457 513 605 #133 1507 1952 2492 3163 12'-O'(144) PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-e(ISn PRECAST 373 417 646 895 1170 IM 1852 2285 14'-0'{168) PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4"(208) PRECAST N.R. 299 455 820 794 985 1198 3437 j) THE NUMBERS IN PA1EKHMS ARE PERCENT REIRICTIONS FOR GRADE 40 FIELD ADDED REBAR, SEE GLIERAL NOTE NO. 4 r -- t SEE GENERAL NOTES - SHEET 1 OF 3 8&P OF wmur SAFE LATERAL LOADS FOR 8" PRECAST i1-LINTELS SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4""*,M PIS Ata 4c4iA= SAFE LOAD -POUNDS PER LINEAR FOOT LENGTHTYPE 6U8 I 6F8 RCMV TYPE LENGTH 6F8-17 6F12-IT 636-1T 176F24- 7 6F28-1T 77 3'-e (42) PRECAST 587 1055 596 S-6" (42) PRECAST 1412 1225 2074 1800 2715 2357 3355 2913 3997 3470 46M 4027 5279 ' 45834'-0' (48) PRECAST 487 787 445 4'-0" (46) PIRMAT 4'--6' (54) PRECAST 416 609 344 4'-6" (54) PRECAST 1083 1592 2084 2577 3069 3562 4055, 5'-10'(70) PRECAST 300 350 198 5'-10'(70) PRECAST 831 723 648 1222 1097 8% IWO 1437 1249 fillto 1979 i777 1544 2357 2117 40 2736 2457 , 2135 3114 2797 2431 6'-6' (781 PRECAST 263 496 157 6'-6' (78) PRECAST 7'-6' (901 PRECAST 222 367 116 ' 7'--C (901 PRECAST 9'-4' (112) PRECAST 10'-6%128) PRECAST ii'-4'(136") PRECAST 173 151 139 a 352 276 311 74 58 49 9'-4' (112) PRECAST 110'-&'(26-) PRECAST 1l'-4-(1361 PRECAST 575 571i,, 1252 tx 3492 1732 1972 514 462 787 1121 1336 1553 1756 i 474 404 865 t. 985 m 1213 1442 1645 to 12'-0'(144) PRECAST 131 277 44 12'-0'(144')PRECAST 454 367{a 6#9 888 1093 1299 1506 3'-4'(160) PRECAST 117 223 35 13'-4-(160) PRECAST M8li 516 736 906 1076 124714'-O'(168') PRECAST ill 202 32 14'-0'(i$8) PRECAST1 4 02 285 475 677 832 989 1145 PRESTRESSED M.R. 130 21 17'-4' (208') PRECAST 253 208 335 476 585 t 693 803 SEE GEC i. NOTE 18 THE NUMBERS IN PAR-NTHE8i8 ARE PERCENT REOUCTICINS FOR GRADE 40 HELD ADDED REBAR. SEE GENERAL NO E NO. 4 E N, A4 vRofX7CT REvL%D us compiyieg with the Fjo id. Building Cn& Acs,:pau>ccxe o Z1.1& ticnl)ate 18 y 3 M1i 1t2 C9 w'to ADw x 1 RitP,R • CRAIGPAAIi1N4 M 1m 3' Q18 rc1'' t9 ti' 8324 OR 579 as co trwA,S1J1NAI- S-FMERFL &q,%4EUE1E11i° FL.P.E.i-N0,44756 nneCAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB WET 2 f SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS ss SAFE LOAD - POUNDS PER LINEAR FOOT LENGTHTYPE i2U8 15000tt1239 12F12- 7zfts t1F241 2e t2f24-2$ t 25 29 12sS1 28 3'-6" (421 PRECAST 3428 , 5&% 7619 9352 11060 12755 14433 4 -0' (461 PRECAST 29D 4232 5838 7619 9352 11060 12755 14ZS 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'- TO- (70'} PRECAST 1672 2320 3218 5234 8487 11060 12755 1443q 8'-6' (781 PRECAST 1383 1986 2679 14196 6 12755 14438, 7'-6" (901 PRECAST 1138 1628 2131 3218 4676 6T56 9753 13528. 9'-4' (1121 PRECAST 796 1216 1535 2230 3083 4167 . 5593 755 PRECAST 614 1043 1MIS i i853 2518 3323 4334 5532 11'4'(136'j PRECAST 518 945 1162 1649 2216 2893 3719 f 4748 j. 12'-O'(1441 PRECAST 456 878 1073 1513 2020 2517 33M 4206 t. 13'-4-(160' PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-0'(168") PRECAST 321 720 665 1 1204 1584 2017 2451 3106 17'-4'(208")PRE= KR. 451P 631 Sal 1141 1428n 17501 2102 19'-4'(2321PRECAST N.R. 343 477 700 925 7152 1380 1609 U) 1NE KOWRS C4 WEN114 is AM PUXM HEOUv M FOR GWX 40 FEW ADAEtt !#'BAR. Sff 6f1N9 & NOTE ND, 4 SAFE GRAVITY LOADS FOR 12" PRECAST W12" RECESS DOOR U-LINTELS SAFE LATIER4L LOADS Mna 40. oapt alaT lu taut s 4 PLF SAFAD LENGTH TYPE 12U8 12FO RCMU S- 6' (421 PRECAST 1295 4841 393 4'- 0' (48'j PRECAST 4'- 6' (54") PRECAST 1295 1049 4841 3922 299 2417 5'- 10'(70' PRECAST 681 2547 155; 6'- 6" (7n PRECAST 579 2167 12 7'- 6' (9i1') PRECAST 474 1771 914 9'- 4- (1I InPRECAST 355 1326 SS 70' O'(128 PRECAST 306 1143 454M 11'- 4 (IV) PRECAST 278 10411 38 12'- 0-(1441 PRECAST 260 971 345, 13'- 4"(1601 PRIEST 229 557 278 14'- 0-(16n PRECAST 216 809 251 i7'- 4'(20n PRESTRESSED N.R. 633 16 19'- 4"(232") PRESTRESSED N.R. 534 130 JCL V[IfcN'&. mvic 10 WE L 12' PRECASTY4 LENGTH _.__ 4n 4'- 4' (521 PRECAST 129; 4'- 5-. (541 PRECAST 121 5'- 8' (681 PRECAST 784 5'- 10"(701 PRECAST 747 6'- 8- (801 PRECAST 602 7'- 6' (901 PRECAST 504 9'- 8- (1In PRECAST 355 PLF n TK NLNBVtS W PARUMESLS ARE F'FRWK RWUCTM f9R VAM 46 FaV A017f'ARaWX E 67:3k'E& WE NO. fl1> 1iG'C a S. ipy. h i! l7ca,3 ' t - antra! °•`{{; 1 SEE GENERAL NOTES -SHEET 1 ©F 3 y FA a KNERAL REYWON 14703 1 MEMSER OF ' Q it '! ,. A OfJtERdi SEY im f - SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4E# IfR9't SAFE LOAD - POUNDS PER LINEAR FOOT t EJXG E 12FS-21 12fi2-21 IVIO-2T IXM-2T 12#24-17 2T 12F32-2T 3'- 6' (42-) PRECAST 2752 4287 5613 6938 8264 , 9589 10915 4'- T (4r PRECAST 23W 3721 4872 6023 7174 8325 9477 4'- 6' (541 PRECAST 2113 3291 4310 5328 6347 7355 8354 5'- 10'(70") PRECAST 1623 2527 3310 4092 4875 5658 i 601 6' 4' (78 J PRECAST 1444 2269J 2972 3675 4378 5081 5784 7'- 6- (90') PRECAST 1267. 1767 3194 3806 441741.5028 9'- 4' (112') PRECAST 1028 1171 Min 2590 303711 3553,4079 10'- 6'(126') PRECAST 920 947 1112 2281, 2764 32091.3653 0. 11- 4-(1361 PRECAST 858 829 1404 198240,j 2441 29D20,3354 40, 12'- O'(1441 PRECAST 814 A 753 1269 1788 2201 2616 3CQ2 13'-• 4-(1601 PRECAST 678 633 1057 1485 226 2169p 2513 14'- 0"(168 j PRECAST 622 586 974 1365 1679 1993 9 1T- 4"(2O8") PRECAST 434 427 635 9644 1182 1402 1623 19'- 4"(2321 PRECAST 356 370 3 817 IM i187 1372R 1) 79E t116 W$ 1N PAR KWS6 ARE RKENT W.MMONSFOR CRADE 40 MD MMO REWP. SU MWL FM NO. 4 SAFE UPLIFT LOADS FOR 12" PRECAST WI2" RECESS DOOR U-LINTELS o""'+ m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12041 12t1fW- 128f14- W18- 12922-2112Rti6-#12&k'3Q- 4'- 4' (5n PRECAST 1626 261L''i3746 4806 5857 6928 7489 4'- 6' (54 j PRECAST 1558 2592 3602 4623 5643 6684 7654 5'- 8' (581 PRECAST 1210 2042 2850 36H 4456 5273 6081 V- 10'(701 PRECAST 1173 1984 2769 3553 4338 5123 5908 6'- 8' (80 PRECAST 1020 w 1538 242813 3114 3802 4439 5177 7'- 6" (901 PRECAST 904t _FN f9',-; 8' (1161 PRECAST 703 09 77314 2163 1472 2776, j 3390 j 2181 2663 4003 4617 3145 3528 Y Ia omcTRBy1SGo ih tha PiaAda Rewpfe w lib .-o o ,03 f j 1,Jti,`' CAA1f3PAAA1N0 J8 AL + q SEff N61fl i=t 93584 44N+ FL.piE.21.10.)111 ml, CAST—CRETE 4", 6" & 12" UNTEL SAFE LOAD TABLES nLE NAue os3 F-f4 c;tAgif ar: sear: tus, Nm 3f24J03 ILNECN£0 8k PAPA&0. P.E. - 6f5. N0. 44756 N0. L146fl 4KfO 3 OF 3 MIAMPPAD MIAMI-DARE COUNTY NEW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND FCONOMTC RESOURCES (RICK) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T(786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCfJNQA)________ www.mianiidade.gov/economy Cast -Crete TJSA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be, used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ), This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Mianii 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-Dado 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" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and scaled by Craig Parrino, P.E,, on August 19,2014, bearing the 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 IMPACT ]RATING: Large and Small Missile Impact Resistant LABELING: Each lintel, shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo, 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 # 17-0227.15 and consists of this page 1, evidence, submitted pages E-1, E-2, B-3, E-4, E-5 & E-6 as well as approval document mentioned above, The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. UNTYM NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 7-8/Zl 17 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No, FD8, titled "Cast -Crete 8" Lintel Fabrication Details ",prepared by Craig Parrino, P. E., dated 06107196, revision 91 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, RE., dated 06107197, revision #4 dated 04128198, sheet I of J, both drawings signed and seated by Craig Parrino, P, F. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Harmon, RK C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P. E., signed and seated by Craig Parrino, P. H. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113195for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 92111-078240 dated 04125196for 43 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M196-14 dated 02129196for 45 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A 66332 dated 01128196for 94 rebar by Birmingham Steel Corp, 7. Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 984-MI9805 dated 03106196for #4 rebar by Birmingham Steel Corp, 9. Mill Certified Inspection Report 984-M21208 dated 04121196for #4 rebar by Birmingham Steel Corp, 10. Mill Certified Inspection Report #84--AI120652 dated 04103196for 45 rebar by Birmingham Steel Corp, I Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date, 05/2112022 Approval Date. 09/28/2017 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Plade Precast Lintels dated 051,14196 13. Quality Control 11anualfor Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS L None, C. CALCULATIONS 1. None, D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details ", sheet I of], prepared by Craig Parrino, P. F, dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing.A76. L78, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, RE, dated June 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P. E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 3 0404B, dated 04123103, signed and sealed by Christopher A. Hannon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated .May 29, 2003, sheets 1.1 through 1.493 and2.1 through 2.336,.prepared by Craig Parrino, RE., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System .Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manualfor Pre -stressed Products dated 2002. Helniy A. Makar, P.P., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 Cast -Crete USA, Inc:.. NOTICE OF ACCEPTANCE-. EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1, Drawing No..FD8, titled "Cast -Crete 811 Lintel Fabrication Details" , sheets I through 3 of 3, prepared by Craig Parrino, PE., dated June 7, 1996, lost revision dated February 17, 2006, signed and sealed by Craig Parrino, P. E. B TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Bylliami-Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMMED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1, None. B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION L None. F. OTHER 1. Letter froth Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, RE., certifying compliance with the Florida Building Code, 2007 Edition. Melmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/2.1/2022 Approval Date, 09/28/2017 E, - 3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209,13 A. DRAWINGS L Drawing No. FD8, titled "Cast -Crete 81' Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.F, dated June 7, 1996, last revision dated February 17, 2006, signed and seated by Craig Parrino, P. E, on March 22, 2012. B. TESTS 1. None, C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1, None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets I through 3 of 3, prepared by Craig Parrino, R.E., dated June 7,1996, last revision dated Jame 12, 2014, signed and sealed by Craig Parrino, P.E,, on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS T Calculationsfor High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, RE, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatoryand Economic Resources (KER). E. MATERIAL CERTIFICATION 1. None. F. OTHER J. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and seated by Craig Parrino, RE., certifying compliance with the Florida Building Code, 2014 Edition, 4 IkL z,,, eirny A. Malrair, P.E.,rM.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E- 4 Cast -Crete USA J;K- NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None, B. TESTS 1. None, C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION L None. F. OTHER 1. Letter from Cast -Crete USA, .Inc„ dated January 13, 2016, signed and sealed by Craig Parrino, P.E,, certifying compliance with the Florida Building Code, 2014 Edition, 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled IV16dels, total of (8) concrete lintel specimens, per A8711 E-529- 94, prepared byFTL, Report No. 16-0425,08, dated 01126117, signed and sealed by Jdalmis Ortega, P. R C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -.Dade County Department ofReg-itlatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. Cffeirny A. Makai,P.K, M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date, 05/21/2022 Approval Date: 09/28/2017 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATION 1. None, F. OTHER 1, Letter front Cast -Crete USA, Inc., dated .august 08, 2017, signed and sealed by Craig Parrino, P.E, certifying compliance with the Florida Building Code, 2017 Edition. elwy AMakar, P.E., M.S. Product Control Section Supervisor NOA No. 17-082139 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 rLSCONCRETEPRESTRESSEDLINTE i 7/52 EA ST!)tRL'PS TYPE "8" STIRRUPS n L SiiRRUP, DEiAtLS STRESSED U—LINTEL DAT, J 2 s7AciNo MA on 14 0 3A2 7 32 RAR t- J4- 4 C 9 D^S 4 44 667 DAR 1- 7 HAM 1 A 9 - 9 y J- iss 6d9 7 Am J -6 7 s BAR 3'-A" 976.7 6 7 7 32 s7'-S" O.IeS 787 i 7/3R RAR 2! eE l 10 e-9" a.200 8H 7/32 8?dY q 4 B'-10 s,_ O24' 4.2f9 885 7w 1-07/32 i3AA t0 8" PRECAST WI Z" RECESS DOOR Ll—LiNT£L DA A TABLE 53'-0' AS6HI g'-e k-4" A078 J44 jCi REBAR 7 BA9 E'.-8' A 4 7 Z A Rq acsa lYrt 9" swt0"D AL eiIKA O!t{L4d 7O'x i1-IX%Wtt OTJ r °azan wpas g, ar rtxasoarnm ,Ln: g ssti; etaia auxJ[L r >u w 017 rtR _T nri •r saew +tAfloat r Z%72.o22 Lli. i 7 r 7 i R2•37REb$':'?R.. +1+^L,EA BEMFUR(?iL FturATKRt >FI PRF(;AST U—LINTEL DATA TABLE va SQ c I3 aI"37 wrec R A- t t 4I23SAflCN AbA9 Jtl-S" i t s MAR'-J" A ii' 9'-0 0 12- O,l ii 13 - i R ti 8 0 8 B I Ti.RB IR,OPR3A7AR7 g0'a{0iA73OM is PMOYIT PRBAtxi APFAaYM, 11 g j PR4jEoTp 8Y c1MVAT LAWS AW AIXOr 8Z WRMM OR ODUT ±K9RM WATEM CONSM ci mrCAM vsk aP- L AERiFOiRM Sita, 7/42 W A8$1 AWO) Nr PS, 5, HM M TOTAL 8t04dER OF sp2R2P A39 0 ROMR 9RAOF w wTi MRFr Ilia 140 2798si 1fiF ^AEIJJFASNK PAEdtieEssiRO IMAAE0 is covia A SFARANO M034"'07 M, VO tXA#1nE SMiAltb AM MIL SMAMR J1ge'R±AMPSAOR3O Mwjemm Tii FR 3mDEL --M4Yi3 2 AdAR11Pb 2. L' ONcAEFE 93Rn= F'a v $OCO PA ]OR ' TiWr3 rug m Pm=Zm a gffm ; i'a " AW M rOA AEL PARCAST a AM U970-% G ,fi ru09Mm W POiyP OM ML FiOERw PEA A, B87iJL• PRESX8LR4 T9ACL = J0 x 7ri CS,,m OF co"cme 3AA9 OL vm RS = GF PlEoutmv tam AERiT0a" QA" 1. sSRYPfl D m "Matmi. 7O Rcm LRTO<R Am RAXAM FaECE2. Ul f; A(.'' s rPRODr, R: T1XGVSS9iD y1; // A= 2wmi,61 o 05Ai q 3CRA95 p242C 0jyjy Cft 57£ + y*+ RA} y kL LiC. idC1. 4$7 5E , 4 A7 _ nTALCAST-CRETE 8" LINTEL FABRICATION DETAILS bY`.tct.W` i C l* , . rl .... .•, . ,< SAFE GRAVITY LOADS FOR 8" PRi;GAST PRESTRESSED Ua 11tiTEl,B SAF& iA'f4RALLOAOS POR g+ PW4CAST $ PR$37RE88'6D U4.$4'TEtS SAFE UPLIFT LOADS FOR 6" PRECAST PRESTRESSED U-MMTtzLS aF32-tz 532^2' 7adf 7001 B07D 6070 537a 5579 4SU 4dn 133 37 3m . 3228 3m zsea 2819 2011 2318 1783130 1' 218712'-D"{i44'jPRECAST 2ai5 . axer e' T'YPE LEN T1f 3' f` 42 PRECAST 4 -ii' {48"} PP.ECAST r 4'-6" (541, PRECAST 5-4' {641 PRECAST 51-10'(70 PRECAST 6' -6" {781 PRECAST 7-8' (WI PRECAST - 9'-4' 1i2"PRECAST7 10'-6" {126) PRECAST PRECAST SAFE LOAD -POUNDS Pi;R LIME -AR FOOT SAFE AD tAm, 0q SAFE LOAD 1! POUNDS PER UNPAR FOOT f8 8Fa-68 ate 1a aT72-8a. 4Fi2-ta HF18 aff6 fa 8F'20-4a BFfa )H 24.41a 8F2{-3B 8 ma Za t8 BPs2-! 8f32-f8 TYPE.. SUB $F8 #2Ch9ULF1GT}I t TYPE -R 912-ti LENGMi swr aFf2-Xf I Wf 6-tt -17 sna- i *U-2' 8F24-)T No -IT ffi28-ti 2F 37-8" (42 PRECAST f 9 2 s 539 2855 a cn+ 57aa aft 2235 3 Ma afa5 n U54 H56z Iml 3'-6" rA2 PRECAST 9025 1024 1598 7T 3524 438+ 5263 61323W4606)13 7517 074 10394 11899 4'-O" 48PfMST r 1363 23DS aria 43'6 5325 196E as6t 2151 382a 489a ems] 743+ awa 4• ( 431 PRECAST 765 70"3 1309 3960 3815 4570 M 348Z611375478974fo39+ 11110 4'- B' {54") PRECAST L2E 2M flAl 2m 27a7 3373 4"3 4711 15529 Im + 2110 2931 W53 4576 SAM 224 4!-6" 54'3 PRECAST 592 591 ]073 17T 3375 4"S 4711 21094375611574478872lmiI= 1014 17 5'- 4' {64} PT OAST lore nth 2278 283a 3399 3963 12] 7 130 S438 I= 25MM 3)23 3868 4249 V- 4" (041 PRECAST 41 i 411 745 227a 2838 3 3981 563 53a5 7547 7342 a733 13127 goo1567 5- 10'{70 PRECAST In 1587 2553 3147 3m41M 1062 1505 1173 1fi1} 2C9t1 Y;+1H 3470 5'- 19 {7G'j PEtEfAS7 340 33B 616 26W M3 3107 3e2a t4512622436a716E603E71ara328a3S 1 6'- 6' (78"1 PRE= Has 1407 23 VT 9 12 2177 3831 37Sr7 4383 64af 8' -- 6' (791 PRMkST 507 721 490 1 I 2529 z1S9 32Sf 123H217753b1alsofay727 f 7'- 6' {sot PRECAST 727 12. 1624 2QLi 242E 2847 J43 1011 172) 2632 5 218)8 3191 30 7, ro (X) PRECAST 424 534 363 1a24 =0 14" 2827 Mil I'M 2861 3e98 8681 6467. eM 4 INS itao 105 25594 04M 261E 3332 g_4> (112 PiTECAST 326• 512 230 9'-4' (i12 PRECAST W 7M SH3 b62 113E 1474 181E 2157 7R 1245 f843 2564 3415 4 a3)9 1318 190 1 iM 1 210 530 10'- 6" {1287 PRECAST w 916 1I58 1461 1738 q7S 635 8w 1247 2083 7P77 2103 253E 0'-6` {]26"j PRECAST 284 401 180 1180 14 147244 17s3 ad 2M I= 1533 2W 2781 11'- 4-(135") PRECAST 474 t i94am 1037 1z7 1613 362 aa2 90 144E 22a 3127 4f 8 1' 4" { 1361 PRECIS; 260 452 154 1372 7E43 1a15 IM8 24233127490812'-ti144 PiEQ*7 4M SXS 724 ifi 13M 337 311 2f932a35RI2,- T(144`)?R`cCAST 244 A02 137 13 9S0 134Y11b154fl 5731254ISM2)B3 28n 355f2 13'--41( 1 S7 j PRECAST T4'-0"( 168') PRECAST, 296 471 rs5 tm75 tea t sss T316 2ae3 13'- l 16D PRECAST' 217 324 110 1 S-4' 1 PRE04ST + 424 • 450 O ua3 1s23 1El7 121a tee 471 7W 1071 1420 18M 916 25M 180 41a 1 14'-0"( IW) PRF.CMT 205 293 i 100 384 3% 14'--T( 168') PRECAST 41a 425 560 86fl 1054 279 424 jai IW2 1326 IS97 2127 2Wa 7rr Nov a a 13a2 442 708tod23u1691014'-$' (176' j PHEST SaED LR TaS fai 6a tat W m Ha 14' B' { 176 PR S3iiE EU A1.R 284 91 239 334 14 -B' { 176"} PRESTR SSE(3 214 39S 540826 we 1131 j 45s 7W 5370 I= 2243 23f7 Z722 3NR PRESIRESsm 17'- 4' ( 2081 PRESTRESSED 19'-i"{ 23* PR S 115EI 21'-j 4°(ZMSMES5£D 0, aR Jai f61 1`3- 4"(184'j P N:R. 259 83 313 15' 4'{ 184 PRESIRESS£D 230 36a 416 7a 111 S054 1 u 8 3 5473 747 tA i223 655 6 4f2 Ito 12ss sJJ3 2asa z3za i z513 016 wa INa N6a 17'-V ( 2061 PFO8IRESSED 92 30s fi IB2 3a8 40 636 7 N,R, a as i 17--4" ( 208°) PRESTRESSE6 N.R, 194 64 6a6 74 40 f1271 39a 54895B32132d18991849ZanD19'4{ 232j PRESTRESTD ,, 548 52 I' 229 39'-B'{23t'j PRESTRESSED ! 34d 44 547 647 1g{ AaRa1af82kRi2y Himl 105 2 4 71O idy? 28t 1A 1718 IR N' R t8f44 UR 147 21'-4'{ 2`6 PRESTRESSED N.R. 125 42 142 M 21'-4{ 2561 PfnTRE "% D t 342 232 381 393 40 so f8D 34e 9 8 1114 13M 1438 373 v 537 72f sz 22'-0' ( 264') PRESTRE38E0 N M ria tia )a fat I rat fR 2f-T ( 2641 PAD N.R. 116 40 s 22'-D' {264"j PRESTRESSED 137 1, 215 379 02 540, aa0 165 316 55D 744 fa47 12M 1399 137 22J S58 $13 888 so a) idt W im ER 182 } T6i 1N 179 287 342 i8 02 M7 ' 24 -0" ( 28H7 PRES7RES5£D N R. i2y 154 45ti as+ aHi 1"2 1"' 24'-0' (288') PRESTRESSED N.TL 91 33 24'-D' (283') PRESTRESSED 224 2a2 31a 485Boa 767,als J W NU SERS IN PARENTHESIS ARE PERCENT RMLWM FGR GRADE 40 ' SEE GENERAL 1,10TE ND. 18 ON SICET 3 OF 3. TkSlS ARE PERW RED{R%SM FO3 GRADE 49 TTEt_D AWED REBAP SEE GENERAL WIE N0. 4 ON SHEET 3 Of 3. FRaMAc7 *a GfI ML 3ial No, 4 ON SIM 3 flF 3. xwwwLlo P: tODi} 4T 121?%SSS€7 w a<otWtjya may''' .7; 0EN . HSiSJ)'Y17CTRB I ns o> plYin6 „11h 11sa F'10; idn gy,.diOB {;oda t°a CMc n cs acni euttata3c p1E ; a227•/S hhmtmocxo o ;' o a i so Ascealmnx tVo a n Ltxe nD3 . ( ;: A _ s2oZti 7 s.'t(; i1.y+ron0011ctc/ td5 7 . n 1,' . t VWlAa 6324GR579 >ixBtmtbarhle Ib e yy1A/''++ yT V . CRATGPAKNO 7+ SEE GENERAL NOTES - SHEET 3 OF 3 Mira cowot * •. j fTt#,a+" .it3"i84 1 BY aCYf6lRft aA1E at 4 a Res of mu: ' CAST8" LINTEL FABRICATION DETAILS Tat omm aH98Bl- S4 am r, am /JJsK m - am X% am NAE = W SP?!t i eri9a ca> o aa/m/w ac rn t,c - 1 447s9 ire Ra. tea Saar z w z i SAFE GRAVITY LOADS FOR W'PRECAST W18" RECESS DODR U41NIVLS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH W1 wis-oils 3oAwI 8i?i)8 N#S i8 v BWH-5 WiI-3 302-1 7B493 -TB IFf3U- 4'-4 {52) PRECAST 1749 jX5 32W 430 SW s 7557 1635 1891 3699 5206 6639 80s0 0479 1=3 4`-tf" 5$ PRECAST 1595 3063 2442 3968 4946 5924 SM4 1494 175E ma 524E 6639 am sm mm 8" 3--88-) PRECAST wo 1770 1716 2177 2639 34W 3m 866 1167 2481 4557 QU f8060t. 79i7IT 5-10°{70) PRECAST a s 16" I= 2124 2649 3T74 81Q 703 Z42 4242 56m 7 a' {$D'' PRECAST' 161 k825 31M 5SM8 7747 9448 797 9M 1825 3120 5545 7975 9479 90)PRECAST 1 755 1490 2459 377E 3743 72N7'-5' 669 75S1450 2469 3775 5743 118) PRLCA5i 4 S99 156E 2M 31299'-D' 411 m ft15M 22M 3129 4 d UKLATERAL, LOADSFOR. R- oppakv wt 51m RF(•.F4R hnnR ta,a IN7FI A 4 SAFE LOAD PLF LENGTH ``'- TYPE 3RU6 8RF6 RCIIU 4'- 4' (52) PRECAST 758 757 1164 4'-- 6' {541 PRECAST 694 693 JID73 5'- 8' {88) PICAST 408 407 6a V- 1O'(7O) PRECAST 382 381 616 6'- 8' {80) PRECAST 595 786 f 464 7'- 8' {90) PRECAST 609 674 363 PR OAST 370 490 a14 H£ NUTRISS W PAP.ENTHESIS ARE PERCM RMCTMS FOR GRADE 40 • SEE GEMEM NOTE 16 W D ADDED REAR. SEE GENERAL NOTE NO, 4 atnte d'lA S, b rot w a; U cads a made ppc 6' F—A;W - 4MO n f 3-A-VA raw. - 46C0 Rd fa gnd. m 3tO9 a axiamra d fl asp b eaa ro mw te9 aims 13) U. v** s d— z4 Sahk ww"d b akwr to o y ub edmS 1 a cwklxy d atamo s a4ed oxoo4aeea ,$ AS3144e6 °ar` aiku cg rma4 w+Cav afro mayreaspa IS00 la1 tool' ya ASiit AbiS #de W 14j bade aiai4 / rct6eeS ty oad itdwo3} flea tm ad4ae prmlrtoag aRoad ASi7I A47C W'eia 270 in rebzo6a; w. rtw pw ASiti C270 Tjyr M, S S ID 2) A6 sofa hw W. b—A •n 4 iao6 teasbQ a'Al SN4 * w" bar' ft% J a U. boas far ape" n;xt ba 4 + Y SCX'A Lmisq b bm tbds 16) Pot mtaspas7e €rdd m`Ade not aamm, va xein bd Rom a.4 luw Ado s maa S S 2 iaatma. 4i fa ` kngi?.s M A4 n ia. aafs fad Ram emd bft IDS dwnn. 3) PA'b$. w• leads 4) 7M nvmbm is prwraCresa 7adcalm She yerrtd rxdas5ro tar Veda 46 Two added laba; E6) Sai isods Eonid m 7diMd do* ona*a w 0 6w wd Ap M iTatCid. T-o,UAW w4 -18 ada y bad r OM IA) AAPA'amt bkml boo xpwi mn Aa asiair4 p a 7 n9 oi cea wrb/ Ut r""" 4 6472 {95) " ` 1 PB wrdoxm cuiada +¢aaa+Y wia iC1kf) +oa tba Maaat 5) A 2aidc meet er nue4 Ptea4nestroy Sib and Iww _'u ?iiC3f7t} Ct 1t8f '?37 Woepb4aa }6n6coadR'rou S$a 17aida O86n9 as scm7 YlnR r; S'na Fkn tale S row 1S6i,3.I .:1"* co4. 6) SYae MW w A_-_qAa T'%1 -0 UU. 7) 9ea 17 raob/jarmq Ix satrrb'M.A tar W 75 rebaa. 6' . .° n : 21 8) Qi aliu4knd mawa,> ' f0 * tta wooxftd 13Y carom 9} 1b+ daatgnaf awy arahmk base U" kke tots boo tables v 9 ! be afp4m¢en teami m mtdand •txm d 8-maY Ira. IRa Ian d t 10) ILA - 6oi triad 11) 04. 6dd o" isms To 4 baled d N Wwm d Eke EM cant;^ I f2' Cie C SEE SAFE Um LOAD TA m Fat 11N0 RJam FOR EACH XUTA;6 p 5 Ram rO or GR6O As SAFE UPLIFT LOADS FOR r PRECAST-vi r RECESS DOOR U-LINTELS gYY :+f X_.04wM SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6RF8- 1T 14=iT Aff14-1 8-1 i 6MZ- , E,kV-}T W6-2T MO-4 W14-2 Mlf1 - W12-Z MV-ITIMIE-21 4,,, 1 , 1 605765 2362 6 3751 440 6w io im 2382 3M6 3751 4445 5140 I,-8„ ( u4 NEW 667 1604 2272 2839 7 427E 4943 867 7604 2272 2539 3607 42T5 4943 V6' {6n PRECAS7 675 1 aM7 2325 2894 3382 3311 875 t2M i797 2325 2854 3362 3911 5-10'{71n PRECAST b.SS 12Q7 17 2259 2773 3285 2749 L TAU 1746 2259 2772 3 27" 6'-8' (80) PRECAST 570 929 t iAkO 24 2879 332E 570 t08O 1530 I980 2429 2879 3i2o 7,.0 {90) PRECAST 569 742491354 1765 Yt66 2567 2668 5Sb m 1364 f'765 216E 2667 2958 9'-5' {11 S) PRECAM 4S8 04 222 aP 15% 2180 1365 1 rm 2615 2)91 fi THE Nti MRS IN PAREtM93S ARE PERCENT REOMONS FOR GRADE 44D FIELD ADDED REAR. SEE MOM NOTE NO. 4 TYPE DYS11IGNATION 8F12 2MF J OF 16--- 1 B f ! i 1S4l WI& MeRx AT b t-19 CLEFS tt AT IOWA k 1PSIl CA49Y MDIIC7 14EVS3fiU 7_ AWK gib0 & i TtEi^1Fi1YEA „a. Bar6hhLboPkvidlt/z-. u. L 2 PttOt7FtcritaY18a13U,44 r8Qd9ict911$c 1ww. sa 0 oQjS'*, i OF Ta; ` Cnmm' Rrakyj aaKS a2 GEfAKiPRiifrl40 16 JRi I$' _ 93? 40fi619 ctur; t :S/ A.,_, ar:Y . Fiil£A EL 99584 i LINTEL x Y [ iTi rTilReT:il f lC. .fa^' ll+i'ti•' e 8 FABRICATION D r i17T hliF9fiD lIP7IIL 7 fin r"ll T.[: ais[NR.'FY;7att t:*ficttaL' :yzWYil ." "" MIAMM=ADE I MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805'S'W26'Street, Room 208 BOARD AND CODE ADIMNISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCI_CNOA)_ Rim-dalm ode ,govieconam Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 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 RFR- 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 Miarni 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 A14J 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 High VelocityFlurricane Zone of the Florida Building Code. DESCRIPTION: (Cast -Crete) 4", 6" & 12" Ifigh Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I 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 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and scaled by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance nurnber and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. 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 NQA. Failure to comply with any section of this NOA shalt 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 H 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, P.E., M.S. NOA No, 17-0821.18 D 0 01 jUi6NT 0 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 09 /Z Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1, prepared by Craig Parrino, P,K, dated March 24, 2003 and Drcming No. LT4612, titled Cast -Crete 4", 611 & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision#] dated April 28, 2003 both drmvings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTild E-529-94, -prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. 11amon, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig Parrino, RE, signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete .Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, RE, signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System *Manual far Cast -Crete Machine Made Precast Lintels revised on May 1, 2002 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 08-0320.09 A. DRAWINGS 1. Drmying No. FD4612, titled "Precast and Prestressed Lintel Details", sheet .1 of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled Cost -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated Alarch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Xone, D. QUALITY ASSURANCE 1. By Miami -Dade Coitnty Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., MS. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/2812017 E- 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL H 12-0209.12 A. DRAWINGS 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, RE, dated March 24, 2003 and Drawing lVo. LT4612, titled "Cast -Crete 4 " ' 6" & 12 " Lintel Safe Load Tables"' sheets I through 3 of 3, prepared by Craig Parrino, P. K, dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, RE, on March 22, 2012. B. TESTS 1, None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Mianii-Dade County Department of Permitting, Environment, and Regulatory Affainv, E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter froth Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS T None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Rayources (RER), E. MATERIAL CERTIFICATIONS 1. None. ewmy- Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09111/2018 Approval Date. 09/28/2017 E - 2 Cast -Crete USA, Inc. NOTICEOF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 0 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of J, dated 03124103 and Drawing No, LT4612, titled "Cast. -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P, K, on 081191,14. B. TESTS 1. None, C. CALCULATIONS L Calculations for Cast -Crete Lintels, dated 0811912014 pages 14.201 through 14.236, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE J. By Afiami-Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS 1, None, F. OTHER 1, Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1, None. C, CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory andEconornic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None, F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 -Edition, issued by Cast - Crete USA, Tnc,, dated 08108117, signed & sealed by Craig Parrino, P. E. elmy A. Makar, PX, M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date-, 09/28/2017 E-3 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE "r TYPE *A' STIRI e $. L-e SP924 A' BOTTOM STEEL 9NOTH 121 PRECAST UNUL REJ FQRCING CAGE FABRICA ON MODEL ill PRECW LL-IRM 19' Z=AV -1 1* REMS DOOR U-tl r SOM I S/A fib i 141 .114" 77 I/Wo W spa f° 71168 -3/4' snmp MAMS 6" PRECAST A" SOU Q. LINTEL DATA TABLE I Pam S-41 4 Le KW I A WAR I 6r to J—LINTEL D,41A -TAOU rF lull "m ram 12" PRECAST U—UNTEL DATA TABLE A'01fmmi -4 LM to; In As AA W-10VI 7/31 RAMR VA 4 V 0D" 176 1 5 UM 4-4' 7/3Z AM 11 tvx 1 4 A 7, 3-to lm-s 41 r 7142 W al IVA I A V-6^ 0.070 ZA4 ATUA 0 V I M/A 1 4 7' 7/32 W W-01 s 12 Ti __sP1irw IH, 12" PRECAST W/ 2' RECESS DOOR fit! w-rrrsrn.wr rraml MEMBER Of r" w ?RWmrv& vts avwiFRMM M PSM" An{OWt, IS aMIMIZ W( 'C"XM to$ AM www K AV%== OR m" iMo WWWT 34, 'MIViTTIM c0ow CW-CRM Usk m L KOW"M SUAN TA2 MR ASIX ASIt A f4, AM 0 RaM A. 4"W" stiam, s go 12 " MCA - im " 0 AUM .16 e, N lice TOTAL. XMW V WMKU"K- W C.W 4mm STAUIMM f% 131 RX ALA s MW AN& u rAo FM U= END Of In m A 11. tono, RawonmW4 — Mwa - ft v fAEQART ff". p3l W - 4, no , ROFORM AWXAIW ROM SHM AM , swxmr M "aamMoloKnmWMW" mu " 8 tie, 4 Am 0 WOR lwm. Ann .9"m rx" fmc PA 4$ o= p4ying'Alail Fioli CEN xxi O.A 8 TT OF MW PAWiNO 0 R V) 6324 CR 679 SEFFNER FL 33584 FLP,E. UC,N0,447W PRECAST AND PRESTRESSED LINTEL DETAILS smia AS SAM 31VM u fOO12 SRMT, 1 !T 1 I 9M&s fs 4' pmgl EM - W fw py is IT ?.k 40rwlw& V;* U x S 2) Al wS " tbW board w mknm 4 Wh awWoW bmlzg. Uagilm sa. 60b fw ftw rA 12" mat bo ly 'g. rb=w4v, 4 Im th.4 s IAW 31, F-Wa w mo4w bed .ad hood *,c 4) Tk im=te i. wil, W4d" the pwmad i tkafa V.dl 40 W tab.. JU.W 102,+-2 L w - t aax i W - I= Fu ad.*M # 1+2 wl 5) All WAIr M.9 v .—e ert?.4- L=AlacLW.1 " 1 -1 -4- & );aW noall . moved 4180 detiVk b*td f1wid. a"* 4) Thom fad X. r.**64 7) 4* SM Ed 1. I. t. i=*1 e bmt=Ali oral 1. 40"o.. V,600L vr*gv==t me, tw* the . -W-W'M R. 4$14, w N* ONUM. 4.w imm io" .4 I-W tali. by 4* mmvrod ahwr cL d-4M fmm It. Cosa of 2) 0' a 12' tUai, mW*dwvd U 5-1/2' Imi;aas d Tin ads to Apprmd ve*d 1.4 + Ix Ida V. 4*. d load 15) Far "Pau kw t,,w-wt sbmN msate)." fmr MA kw td* A.. F;f ldai kr4tbs aci A..k - wf. IDd from a.t w4at *QIh A"A. beds o.. a 1.ds. A Wd, b-" an WwM doisign agatAa4s far )d 5X wd A0 31JL 19) A&%" .404" ftwomed .4V I SEE SAFE LAIERk LOAD WES FOR LOAD MTW FOR EACH ADOMOW REINFORCED CW (M) RU COIJRSE 112' CLR UP 1) 15 RMAR FOR 6' LINTELS 2) J5 REM FOR 12' UNTELS GR40 or M SAFE LOADS FOR 4" SOLID LINTELS*v_<lR*" UPLIFT i-ATMAL GRAWY LENGTH TYPE4SSLENGTH -----_ TYPE 4S8 4S8 S- 6- (421 PRECAST 1180 31-6' (421 PRECAST 687 371 4'--0" (481 PRECAST 4'--6" (541 PRECAST 959 789 4!- 0' ( 48) PRECAST 597 320 RECAST 4'-6' ( 541P5292585'-10'(701 PRECAST 480 5-10'(70" PRECAST 407 148 6'--6- (78") PRECAST 360 6,-S, (781 PRECAST 366 118 7'--6' (9n PRELAS-1 260 7-6* (90 J PRECAST 280 87 9,-e (1121 PRECAST 156 9'-4- (1121 PRECAST 167 55 10' --6- _(i 2r) PRECAST 116 CAST 152 43 12U8 12FS 12M2 12F16 14:) N.R. - 34 R41.d T5 n :j li) Sam r4 addedsba 1. ):s batedt IA. bltlai. d It, UW PRODUCTIZ"VISW SUB 6FS U12 6FIS 0m4Iyin Witt fhP! W& RihIw;6-9 Cak F- vmn Wt IML.2E CAiAT90A1 r m=* m4m/z_ t F j44- ga,— mmv 28/2T . . ..... WL' AtW* fi RWRNV mm lmj1cp r MW 4S8z0 12F28 12F24 12F20 f. flzz B so cam9tiatsv:i# b av pj.,?d. psuft,yt Coda F, awm *CfwGppam 6F32 6F28 U246F2D I . * 41 .. O.G '0 SEPFNEfL RSSW 12* WWI& WXITH 11D o, .7 124 CR 67a fL Pl- M NO, 44766 mol syl REVOON DATE. _.J CAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 31 1 a I 4 6, 2 4 ME MUL DM5-14 num of AW AM" us Wf- ow= ifs rm fAt;K PIL - AEC m 4056 90, 5*72 SHM I a 3 3/24/03 i M.-7 SAFE LAADS SAFE GRAVITY LOADS FOR 6" PRECAST IkUN7ELS FM PRFGARTLi3 QNTFi3 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS war-wera SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH A 6F8-186Fi2-18615-1 U20-18W24-18V2$-1 V32-18 S-C (42) PRECAST 2332 2675 3592 5050 6148 7227 ! 8297 9357 4'-0' (451 PRECAST 2025 2313 3892 5050 6148 7227 8297• 9357 4'-6' (54' PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-10' 7C PRECAST t C67 1260 2198 3557 1,5734 7227 , 8297, ' 8225 fi' (781 PRE AST 949 1078 1837 2350 1 4328 1 6737 1 8227 9357 7'-6' (90) PRECASI 779 883 1459 2188 3151 i 4524 6654 9357 9'-4' (112" PRECAST 584 660 1056 1523 2084 2795 3731 5017 ` 10'-5'(1261 PRECAST 503 566 895 1270 1706 7936 2893 3747 36) PRECAST 457 513 805 1133 1507 1952 2492 3163 IV-61(i44') PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4"(1601 PRECAST 373 417 645 895 1i7C 14M 1852 2285 f4'-0°(168) PRECAST 351 342 605 8S5 1087 1373 f703 2? 17'-4'(208) PRECAS N.R. 299 455 620 794 1 985 1 1198 1437 lliE NUMBERS IN PARENTrIESIS ARE PERCENT REDUCTINS FOR GRADE 40 FIELD ADDED REEAR. SEE GENERAL, NOIE NO. 4 SAFE LOAD PLIF LENGTH TYPE 6U8 61:8 Rcmu Y-6' (42) PRECAST 587 1D55 596 4'-C' (48') PRECAST 487 787 445 4'4' (54) PRECAST 416 609 344 5'-10'(70) PRECAST 300 350 198 6'-6' (781 PRECAST 253 496 157 7'-6' (901 PRECAST 222 367 115 9'-4' (112) PRECAST 10'-6"(126) PRECAST 173 151 352 276 74 58 1 P 4- (1360 PRE0l5T 139 311 49 1 12'-0' (144) PRECAST 131 1 277 44 PRECAST 117 223 35 14'-G"(168) PRECAST 111 202 32 17'-4'(208) PRESTRESSED N.R. 130 21 SEE GENERAL NOTE )8 01-4m I SAFE LOAD - POUNDS PER LINEAR FOOT LIENGT' TYPE Bf$ fT 6xt2-1T 5Fi6-17 $F2p-17 24-1T Si26-ST 2-IT Y-6' (42) PRECAST 14i2 2074 2715 3356 3997 4638 5279 4'-C" (48) PRECAST 1225 1800 2357 2913 347fl 4927 4583 4'-6' (54) PRECAST C83 1592 2i7$4 2577 3069 3562 4055 V-W (70) PRECAST 831 1222 15W 1979 j 2357 1 2736 3114 6'-6' (78) PRECAST 3 723 i 1097 i 437 m 1777 2117 i 2457 2797 7'-6" (90) PRECAST 648 863(-) 1249 1544 9) 11141. 2135 2431 9'-4' (112) PREW 575 571(WI 980 1252 1492 1732 11972 IY-6°(I26) PRECAST 514 462m 787 1121 1336 ! 1551 oi 1765 IV-4%136) PRECAST 474 404 tm j 685 985 1213 1442 1645 12'-0"(1441 PRECAST 454 3671tu 619 10 iC93 1299 15C6 13'-4'(150') PRECAST 402 308t 516 738 906 1076 1247 14'-0'(1681 PRECAST 30 285 475 677 832 989 1145 17'-4'(208" PRECAST 253 208 SW 476 585 693 803 THE NUMBERS 94 PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBA& SEE GENERAL NOTE NO. 4 PA' 4If, ''° C E N s' O'° 444)3p- 44 PRG€7LiL"F BYISED Tn011'`E ws"tL sF Ftwidr, 2m'.d,•rtg Cu.1ss AncTtanre Na O 2 .18 A Dak % g RS' M;anti D ct Car of 3T ODUCTRBViygp aAiiding{ydsvlN ibs Fta,y ion R 1 ,+° CF1AiGPARRWO QS iAi.SEF6324 CR 579 SEE GENERAL NOTES - SHEET 1 OF 3 {# MEPUL 335W PL.P.EIIC.N fi i-CAST-CRETE 4", 6& 12" LINTEL SAFE LOAD TABLES fAf W10 n8Sp98-t4 CUM Ot W.0 AVALV WAL. N.1S. F I Sy, i} ME: 3/24/83 C1KM Stt MW PANK P.f. - Rf.. W 447561 0.PAWW,94. M02 WZ 2 Of 3 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS FO SPAETcmT u LOADS SAFE UPLIFT LOADS FOR 12" PRECAST U•LINTELS 4"T-oft" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 121i8 i ti t2f$,2 12F12-28 UF16- 12F24-29 12F24-2612F["E-29 12W 20 S-6" (421 PRECAST 3428 5000 SIM 7619 9352 11060 %127M 14438 V-0" (481 PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6" (541 PRECAST 23" 3464 5304 7619 9352 11060 t2755 14438 5'-10"(701 PRECAST 1512 2320 3218 5234 8487 11060 12755 14438, 6'-6" (78) PRECAST 13W 1986 2379 4196 6421 1=2 12755 14436 T-6" (901 P#1£i.AST 1138 1628 2131 3218 4676 6756 9763 13S 1 9'-4' (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 755 PRECAST 614 1043 1295 1853 2516 3323 4334 5632 1l'-4'(1381 PRECAST 5 88 945 1162 1649 2216 2893 3719 474E 12'4(1441 PRECAST 456 578 1073 1513 2020 2517 3333 , 4208 IV-4"(1601 PRECAST 359 767 926 1294 IM 12128 2743 34G9fu ' 14'-0"(1681 PRECAST 321 720 855 1204 ; 1584 1 2017 2451 3106 17'-4'(2081 PRECAST NY, 451, 631 01 1141 1428 1750 2102 19'-,4"(232) PRECAST N,R, 343 477, 700 925 1152 1380 1609 i) -is NiRi M iN PARwwsiS mE pecEm KxvaOYs FCR QM 40 FZ0 XDED R£FJSR. SEE DES& WE MD. 4 SAFE GRAVITY LOADS FOR 12" PRECAST W/ 2" RECESS DOOR U-LINTELS 1K ctvu3ER5 Di PAil EME56 ARE FEIKEW RE7l3Oid:A'S ;OR 6679E 40 FF-9 AM FaA& SEE KNWL NOTE U 4 SAKE LOB AI P TYPE t.SNGTH 12U8.12f8 RCMU 3'-6" (42') PRECAST 1295 4841 393 4'-0" (481 PRECAST 1295 4841 2994 ' 4'-V (541 PRECAST 1049 3922 2417 5'-10" (70 PREC IST 681 2547 155 V-6" (71n PRECAST 579 2167 1234, 7'-6" (8n PRECAST 474 1771 914 9'-4- (1 In PRECAST 355 132658 IG'- 6"(128 PRECAST 306 1143 454P4 11'- 4" (136') PRECAST 278 1041 388 12'- 0"(144" PRECAST 260 k 971 34 13'- 4" (1601 PRECAST 229 857 278 14' D"(168 PRECAST 216 809 251 17'- 4"(20n PRESTRESSED N.R. 633 16 19'- 4"(2321 PRESTRESSED N.R. 534 130 sac V nvtc 10 SAFE LATERAL LOADS FOR kKi 4'- 4" (521 PRECAST 4'- 6". (Ul PRECAST 5'-$" ( 68" PRECAST 5'- IT (701 PRECAST V- 8" 1,8nPRECAST 7'- 6" (901 PRECAST 9'-$" ( I16"j PRECAST pRobUCTREVx,, B319, 44 Nvial thn Fio,{c!a Ag m4oa par# -c 821'lb' SEE GENERAL NOTES - SHEET 1 OF 3 1 of PLF SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE tM-2T 12F12-2112FA-Z IMD-21 12F24-1I ZUF32-21 Y- 6' 1,4nPRECAST 2752 4287 5613 5938 6264 9589 10915 4'- W (48 PRECAST 2389 3721 4872 6023 7174 8325 9477 4'- 6' (541 PRECAST 2113 3291 4310 5328 6347 7365 8384 5'- 10"(7n PRECAST 1623 i 2527 3313 1 4092 4875 5658 6441 6'- e (781 PRECAST 1444 1 2269 2972 3675 437$ 508i 5784 T- 6" (901 PRECAST 12674 1767 258 3194 M6,, 4417 ' 5028 9' 4' (112")PRECAST 1028 1171 2006 2590 3057 3563 4079 10' 6"(126", PRECAST 1 920 947 1612 2281 2764 3209 3W 1l'- 4"(1361 PRECAST 858 M 129 1404 W 7982 2441 2992,3384 12'- 0"(1441 PRECAST 814 751"222m 1788 2201 2618 =2 131- 4"(1601 PRECAST 678 133 4057 1485, 1826 2169D, 2513 col 14'- 0"(Iein PRECAST 622 04 586 j 974 00 1365 167914 1993 ' 2309 17'- r(208`) PRECAST 434 427 695j 964 1182 1402 1623 i9'- 4"(23n PRECAST 366 3701.] 593 817 1402 i1$7 1372 1) THE MSJRFRS D7 RAWMESSS ARE PEEa W RED17O = M GRADE 40 FED AWED REOAR. SEE SEWAL N01E M0. 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U•LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1204T 128ib 12ET14-2 1 18 2 12RF22- 1 #26 t2flf317 4'- 4" (5n PRECAST 1626 2688 3746 4806 5867 69n 7N9 PRECAST 1558 25K 3602 4623 5643 6664 7684 PRECAST 1210 2042 2850 3658 ' 4456 i5273 6081 PRECAST 1173 1954 2769 35" 43M 5123 5908 g(5 JPRDCAST RECAST 10201 1538% 2426 3114 38D2 4489 5177 PRECAST 904 12262163 2778 3390 4003 4617 PRECAST 703 771 i472 21$1 26631 3145 3628 c IN PFR<t WIM ARE PERM;T FIDUC= fOR e' 7 .' E jNt ' • 40 FRIG ADDED RERAR. SEE iaERF k NDIE NO, 4 dQ % •: vRi;IX1C'T RF.Vt3LpiS s 7 ,*. Aati¢itg Coda '0i ttn: F#a:ida e TE `l % l10 Azxp a,m No _o4a ,pJ+ ballar tt1 C! fi R16321¢ GR 579 96mntnnda `Y '" GNAT 4* ` FN i .4t1. 33584 rtCc,Rint vmCAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES iu MATS; Di3w-14 T DAAYM R7: 3iY w AA " I SOALi: R,TS OATEt 003 CWQU 9Y: SA116 MM, P.E. - AM n 4i1S6 I MMftft UW2 SSM 3 OF J M I A M I.M)ADE NIIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) rvmvmianfldadegov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ), This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AFIJ (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 AM 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No, FD8, titled "Cast -Crete 8 " Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the 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 IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shalt bear a permanent label with the manufactures name or logo and the Miami -Dade County logo, 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 # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Ifelmy A. Mahar, P.E., M.S. NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, RE, dated 06107196, revision #I dated 11108196, sheet I of], and Drawing No, LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, RE., dated 06107197, revision #4 dated 041281.98, sheet I of], both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/1119 6, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory. 2. MIll Certified Inspection Report 420-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113195for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-0 78240 dated 04125196for #3 rebar by Ameristeel, 5. Mill Certified Inspection Report #84--MI9614 dated 02129196for 45 rebar by Birmingham Steel Corp, 6. Mill Certified Inspection Report #58-A66332 dated 01128196for #4 rebar by Birmingham Steel Corp. z Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp, 8. M111 Certified Inspection Report 984-MI9805 dated 03106196for 94 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196for #4 rebar by Birmingham Steel Corp, 10. Mill Certified Inspection Report #84-A120652 dated 04103196for #5 rebar by Birmingham Steel Corp. y- A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821,19 Expiration Date: 05/21/2022 Approval Date: 09128/2017 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Allill Certified Inspection Report #84-.M20749 dated 04105196,for 95 rebar by Birmingham Steel Corp. JZ Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196 13. Quality Control Manualfor Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. R. TESTS 1. None. C. CALCULATIONS 1. None, D. MATERIAL CERTIFICATIONS 1, None, 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1, Drawing No, FD8, titled "Cast -Crete 8 "Lintel Fabrication Details". sheet I of prepared by Craig Parrino, P,F., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets 1& 2 of 2, prepared by Craig Parrino, P.R, dated June 7,1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete ,Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by,4pplied Research Laboratories, Report No. 3 0404B, dated 04123103, signed and sealed by Christopher A Hannon, P.E. C. CALCULATIONS; 1. Calculations far Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2,336,,prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATION: 1. QualityVstem Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. elmy A. Makar, P.R., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date, 05/21/2022 Approval Date: 09128/2017 K - 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL -#06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details"' sheets I through 3 of 3, prepared by Craig Parrino, RE, dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1, By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS L None, B. TESTS 1, None, C. CALCULATIONS I. None. D. QUALITY ASSURANCE 1, By Miami -Dade Building and Neighborhood Compliance Department (BNQ. E. MATERIAL CERTIFICATION L None. F. OTHER L fetter from Cast -Crete Corporation, dated January, 18, 2011, signed by Craig Parrino, RE, certifying compliance with the Florida Building Code, 2007 Edition. Cffeiu'iy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date-, 09/28/2017 E - 3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1, Drawing No. FD8, titled "Cast -Crete 8 "Lintel Fabrication Details'; sheets I through 3 of 3, prepared by Craig Parrino, P. E, dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, RK, on March 22, 2012, B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Nfiami-Dade County Department of Permitting, Environment, and Regulatory Affairs, E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets I through 3 of 3, prepared by Craig Parrino, RE, dated June 7, 1996, last revision elated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, B. TESTS 1. None, C. CALCULATIONS 1. Calculationsfir High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast Crete USA, Inc., dated August .19, 2014, signed and seated by Craig Parrino, P.E, certifying compliance with the Florida Building Code, 2014 Edition. etmy A. Malrar, P-X, M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05121/2022 Approval Date: 09/28/2017 E - 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS J, None, B. TESTS L None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, .Inc., dated January 13, 2016, signed and seated by Craig Parrino, PE,, certifying compliance with the Florida Building Code, 2014 Edition, 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS L None, B. TESTS 1. Vercation Test report on, exural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per AS7ME-529-94, prepared by PYL, Report No. 16-0425,08, dated 01126117, signed and sealed by Idalmis Ortega, P. E, C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATION 1. None, cIm y AMM- a ka r4,- F—,., Product Control Section Supervisor NOA No. 17-0821,19 Expiration Date: 05/21/2022 Approval Date, 09/28/2017 E-5 Cast -Crete USA. Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS J. None. 13, TESTS 1. None, C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (R-ER). E. MATERIAL CERTIFICATION 1. 1vone, F. OTHER 1. .fetter from Cast -Crete USA, Inc., dated August 08, 2017, signed and scaled by Craig Parrino, P, E., certifying compliance with the Florida Building Code, 2017 Edition. NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 7/32"0 BA STSRRUPS TYPE "$" SIRRUPc '^r rl STiRW xA A" PRF"STRES'STD U—UNTEL DATA 'T JWL RPAA M 4% N2 7 Sam 4-$ R - R b-h 4D 4B b$7 t579 4 AR r- 1 t- 7 9- 4 b 4- f 21-0 0.I$4 747 fMR f ^ 7/32 BAR 21'-V s D S-8 3J4" 10 22'-+9° 0.200 SIi 1$-D 7/3s. HAR 23'-10'b O $-i0 3J 10 24' A2t$ R8S SA rs -a 7/sz eA4 23'-iB" B o 4'-3 f/a' t$ A" PR;PAST W/ 2" RECESS DOOR U--UNTEL DATA TAK Lf ma- Pt PRFfA,T U—UNTEL DATA TABLE LiHlL4. VII(jfjE 4 S 3'-b' 7 2 M V-2' A 1Ts[+ 4" 032 2n A3 1"ERM 4 144 R , 1 1 3^ 4'-$" 0 0 1 101 2 4 A b-*S U49 A9 W_r d 7 32 9AR 5f- 8 T 0 IP,'9AR 7.3 32 7'- dr»Aa q+- 0 S s RE$IJI 111+-8" 3- 12 0.SiP 13-0 B TMSpaopM13M91iPRWIM 1S T$01 M MMOT AMMYAS. II IS PRVE0T P By awrom SAWS Ato PJ?9I4r BE xu4m= 0R =STIMWEop S, 9rtEi: 1JE2 aW AM A$A PA 1- $. Me VK IOTA 191MSfR 0P $7ffiR$PS AIM 0 WUA $WE W A$SM AXIS, 7/1s" s74R d W -WA SM PRUF78000 Af001AE9 is Cmam BMW Fm mg ca 0 m CAOR Pot C ""I 0NM:TatAMDJ3SM MIL R0. or ${ ww. a 4. Im Im RS1RF0loo SAGE i/Di,a'i V$W= 2 $PRR,a's 9e i>411C9ESE ATIWMWS+ i'a .x K00 PsIOA $' PASIRE99i$ 30P[ASl 1...f9P0 PSI 1P9 Ail Mg TACN its. PNL= $ MW IERTUS. 4 2A or RT PDA1:99%ifi o A' PqlSSf.Y9. [+P GM( MA7 $i 110E0 Ri UN A I) M PBisr91AR 7 x - D79 x 1Pa, Ua0ItsmffSiR{21RcarooFOUWi4.37 P9i9TRSSuti T$ }($1i7 SNPRD 1,t/9 MAMMR6 IiRS0E9• PgovMTitsma) s iwDgAxiaanamP>we 07, CRM FARRitwO m RMFNEP, c95n Pi n FL Pi.P.E.UQX0A47M mis CA5T—CRETE 8" LINTEi FABRSCATION DETAILS rii 6tiYbi ri t SP { P P.L - 9f$. iW. 4S7b$ SC441 m m sw axaainD tt ED3 SMQ f 113 13AVF- GRAVITY LOADS FOR 8" PRECAST & PRES'I'fti=S$ED U-1.-INTELS SAFE LOAD -POUNDS PER LINEAR FOOT LENCTT4 Sll8 8Fa t9 W2-05 JW12-IH OF15-M 8i'24-09 ffi78 111 kf7A i9 8T24-06 fX4-18 VA-{W 8£F8-19 OFM—INt MU43 3 -8" (42" T Z231 3069 3719 603 86D7 9051 950$ 1351 46M 113 7547 U74 094 1M 4'-0' (481 PRECAST 1968 F56 2751 1 4690 39at 704 8107 410 61U 7547 SM74 M94 113W 9--6' (541 PRECJ SC 15gg I964 2144 2110 Wl 3753 457s i R4au JIM 4375 6113 7547 a WA I 1=4 I= 5 -4° 64 PRECAST 1217 049 OU 1438 1909 2560 3113 3698 4249 3090 5355 1 7%7 7342 WMA 10t27 1105 5'-10'{701 PRECAST 1062 1451 1173 1031 1 2090 2549 V09 I M70 2622 43ND 71ST 178 t6 -S' (76 j PRECFST MPa 12M 21 J00 1 3031 3707 4363 W 2177 34W 5351 8780 31014 T..6' (9O PRECAST 743 i011 toil 1724 2m 3191 381TO 1 2601 3N96 8464 VV 6472 9' 4' (I 121 PR£OAS7 c ti" 702 1lw im Z%4 dia6 2516 3352 1245 1643 2564 3496 0 I6'-6°(1261 PRU.AST 475K471 m 1247 209,3 2777 2143 2836 2093 2781 478411' 4"(1361 PREGhST 362 m fads 2423 air 4m 90 1W 180 24Z 3122 4908 44FREW 337873 1254 tNN4 2t93 28N5 3552 a73 1254 )6b4 2i83 2&ffi 3552 3'- 4' (i &0'7 PRECAST 296 N 755 107a 1429 I &,A 2316 21oJD 755 1DM 1428 14M 2414 2883 11 14'"( 1661 PRECAST 127A 442 f002 1326 D7 2127 2830 709 1002 I326 1667 2127 I =0 t HR 14'- 6"(1761 PRESTRESSE0 NR 2t9 R I NR w 11R j n 793 I= 1 1901 UO 2517 i P tw TRESSED N R RR 15' 4"(1841 4f2 m H8 HR R 3R4 19 710 125C SM 2096 2320 2513 i7'- 4° (2081 PRFSTRES4ED N R, AR me NR 1 tal i®i RR 548 SW 1324 1809 IM 2W 19'- 4'{2 21 PRESTRES"iED PiR. 78i 235 M HR NH NR HR RR 420 750 1037 1262 1515 1716 21'- 4°(2551, PREMESSE0 pLR M 4j 14 a,R, 354 14e8 22' 6 (2b4'} PRE6iR£SS D R.R. )m 18S Hs to t at tat 315 590 764 1OP Miss 1399 24'-- 0"{23B1 PRESLRES3f0 Ej,R, ' f29 16i i6i 'R t#t R 1>R 250 d50 854 Sfi4 1092 1 ,... SAFE IA'ii;'MLOADS FOR w, a a SAFE LIPLIP1 LOADS FORD' PRECAST& PRESTRE9S1 L1 tJ LiNTELB va" SA PLF o 0 SAFE LOAD -POUNDS PER LINEAR FOOT LFA1GTi 1 P) 8UB 8F$ TYPE LENGTH M- 11 8i6- 2T 812- f7 W12- 9 BFTN- 1T BYE-1T 8i21-17 wo- 21 Z#30-2T an;2T 4M- 1T RF' 2b-2T 8° 32-iT am - FT 3- 6" (421 PRE^vAST1025 1024 1588 34" FRFEAST 156 4394 NM 7WI 3fifi52855gsi3&f 5263 632 700# 4'- 0' (461 PRWAST 765 763 1309 4'-0' (481 PRECAST 13W 2305 MIS s= SM 4'- 6' ,(541 PRECAST 592 591 io73 1 i 4'-6" (541 PRfQ0,& 2itW 2707 4as4 4741 5379 17A7 W244E n7s 230i ` 4043 471I 9379 5'- 4' 64 FRECAST 411 411 745 3' 4' (B41 PRECAST 1016 1716 2w 3w M 101E 5715 3m 2278283a3399WS4522 5'- 10"(701 PRECAST 340 359 616 5'-10'(701 PRECAST 2593 37D7 4133 928 1667 2080 2593 3107 U20 4133 6'-- 6" (781 PRECAST 507 721 490 6'-6' (781 PRECAST aJb N07 2329 3251 535 1d0 m 2 vw 3251 N12 7'- C (9n PRECAST 424 634 363 7'-6' (901 PRECAST ION2025 M7 3= 727 7WV11224524 IVAztQS 2k19 I 2827 322a 9'- 4' (1121 PREC 326. 512 230 9'-4" (1121 PRECAST 91 W, 1i1fA4 1s 5 2sr 2m 9f lffi+' i3i6 104J 1ffi9 2294 2si9 3D-6"( 1261 PRECAST 284 401 180 10'-6"{,2561 PRECAST a s1s 14$s c 530 1g5 I= 1189 f472i7632 230 2346 11'-4" 13s' PRECAST 250 j 452154 111'-4"(13q PREC IST D+ Soo 1Wr sn 15m,2137 494 7104213721843f97b2t6712'--0° 144") PRECAST 244 402 137 i2'-0" 144 PRECAST 1 47045E 9 l tib 556 W 1 940 13n21ST1a3M75 2075 13'-4"( 1601PRECAST 217 324 110 IS-4'(1 PRECAST M m607 705 964 i143 1323 4U. 450 Mo di IM 18 l 1887 14'-0" ( 1661 PRE= 205 293 j 100 14' O' {i 651 PRECAST 3E4 3% W 724 U90 1054W I= 410 425 1063 = 1592 1"7 14'-6" { i7S1 Ai R. 284 91 14 E (17G'} PITESTRESSEA 3m MA m su m 978 1131 245 1 395 ffiT 9$A l 1516 1734mi 13°-4'( 184) PRESTRf^wSE11 ` N.R. 259 53 15'-4'(184 j PRESTRESSED 224 313 456 s27 769 b 911 a 1 2M 368 11165 00a a IZ40a 14WDA Isfatm 17'-4( 2081 PWSTREW N.R. 194 64 17'-4"(208 j PAD 40S cK 08 7W 1 Sufi 741 Wa 19'4"{ 2YL` PRESTRESSED N.R. 148 52 19'-4" J2321 PRESIREM IS tot, 346 ts 447 k W 747 188 283 426 6 623 r 041 tj Wd 12V ta 2i'-4'{ 2561 PRESTREW NJ?. 125 42 21'-4"(2, PRE 142 2u4 01 $33 i42 232 721 37a S37721995 00 itMb 22 -0' ( 2641 PRESTRESSED M.R 1 i s 40 22' 0" (2641 PiiES1RESSED 437 97 295 379 02 64s N3u 137 2V 513 fi96 a93 99B 24'-0'( Mj N.R. 91 PRESTRESSED 124 f1 257 3#2 ib 492 5N7 124 202 319 435 a96 757 78 fj) 111E NUMM IN PfRMiESLS ARE PERCENT RWU-,TiO145 FOR MADE 49 1 * SEE GDOX Wff X 13 ON SLEET 3 OF 3 {g) T 7 t Fk'.iD ADDE7 REBA 'SEE GFS4 k N01E NO. 4 ON SH£' 3 OF 3 P. ,D YT R.Et4ic4YYt;1d af DtaU,* W tiff ii 1= N rRo1>ucslxsvispazrire++shlhe3+,aridp "alrwsw;n.wcPdu, 0 W., O*g ioh the S rwu Badn• Ca4: 31u9d 4 C.4 Duwid gC"+ te A>;r a' L2"J.1 F1ao<n No Zr : o i7 `: per2 Z J}_ As:eAu+ ae Na,{J `a cezpuulcc ha y= 4Nsgitulw11 t7aa:o ZZ s ' 77 y`"..• R By br17 NFRAL NOTES - SHEET 3 OF 3 }"csmi CauLrol 109 Ei4EitA1 NOTE N0, 4 ON SHEET 3 OF 3. v' 792OpU1' TR&y1gt3,7+ d 1+ a111Gmnlpip 6dnylthlbo k7o;{da CiMPARM 11 lulbnl ° c a Z 6924CH679 ld SEFR 4EF, FL 836D4 a FL PE. L4. N0A47b6 8" LINTEL FABRICATION DETAiLB Imo, F. i. - Ma.181. 447;4 SCdl$ ' #i 51711[ i'.c - 9EA A'0. 41759 Na T0± Ski $ O13 SAFE GRAVITY LOADS Pl7R 9" FREGA$T Wl2• RERECESSD+' li-Li 1T Lar A" S+StFt! LATERALLOADSFOR 6,47w1?,. tFpr.rgR rinrA 11A MiTRI R ere SAFE LOAD - POUNDS PER LWEARFOOT SAFEAD TYPE LENGTH 8&E9 i 1 aR s e n LENGTH 8RU6 SRF6 Remu 8RFt0 _8AFH-f 9ffi41 1 2^i BRP:-i88 30 4-4' (521 PRECAST 18m 1745 last 31i5 3M4348 SOT 6493 557 its&3 4'--4' (52A PRECAST 7,58 757 1164 3689 5206 04T3 4-B' (541 FRM4ST 1494 45" i7so 3285 2965 3M 4946 4 6m 694 693 1073 as9e ' S20d sd3e 8M Wit 10M 4'-BA (54' FRECAST 5' 8° (88"j PRECAST 888 sea Still t77o 1715 22n asss 34W 390 4311 5'-8' ( PffcAsT 4O8 407 655 248E 4557 B369 80 7217 V-10"(70`j PRECAST 810 1113 1&S4 16W 2124 2448 3174 3708 5'-10,001 PNEGST 362 381 616 2342 4242 Mtho Mm 740ZW sm 61—T (WI) PRECAST 797 Sol 9w 1825 3M 5M 7747 048 7350 595 788 464 1625 3126 BW 7915 94i9 B'-B' (801 PaWTOmp 7'-6" (90A) PRECAST 889 755 44W 7234 8523 509 674 36324N3Tt85707'-B' (90`) PRECAST 9" tY (1 Ss j PRECAST 411 to 526 6s9 150 M3i28 4M 3146 9'-8' FAECAST 370 00 214 9°9 15U 2253 3129 400 116" 1 5Mt r THE XUABERS N PARER EESS ARE PERCENT ReEDUCTIAS FOR GRADE 40 + S££ 6ENaK ROTE 18 FUD ADDED Rt6AR. SEE OETd:RAL AEOTE NO, 4 t U&'Adds ' 12) 6-1/1' «" Wboa Um loals fafr it.WOM 1' A pc 1Mta -sox Pal Acn2e " A•% root} au 3 d 'A 13) vp asWk. "d- d ls,bOAd is d s pm ry s} kms o .. mien .1 A4Aaa » Ac.grdoMe +mA1t AStN C-S24 o v oypr4wd AomGnp• mm A e c pd narP+f bii 50 lASMAs§And 14j1 kodeWd4mwao* we 4.4dSxfiftYs1ibAwa>an9m And eAC pv A3At A4is 01-A wo w lkwis w,tlat i A475t Q70 'ice M " 6 y¢GtAE kad Ay e omd 2) Al mh n # Wm Fpsil7o6 . ab. f, S* boLdsmda"rrtailpka s# stilk0 fa >aS!R lrowmilm¢ sax* t5} Fa Nai u srd y2ostt> La Wnn f6} Fa AM bnlh sat Aaa6 i0, sale twit Im. nmt lwA sbaaa. 3) Ptmib dA a *f 1A d Mad AbL 17) 3s1. id, mA ,3a J a RA6 PAreC4lotaNmkf Tba-....+, rodAalleA taK 1 1f l 0 ljftle 44i C3ACd lb Js,.a4„bboUas. AS 18) -'0* loodl b.W R taY mW d" IP ^ PN QO AO AR 314 Mils iJdiw *M-la 64 L056W3 tan 9 pre bs i e swan7 cm a U) Jaa luf 7 A :Aldd'wN kWod Sj ad Ratan ftA a xsmev tsd t L.dj{ y80 dd 77-4' ud for uoah ? Ri>DtiCiXcld£Tr"fl sae Sceim. i 1 a Fk64o 8A3dasg as.0.4 ingial ibAr^nti4a B+4i 4:Qca 9 gwo MO ,`fd b a. TRgoa fix; P'vpcR Yis 1 o 2.2 . 7) r. fq W OA.SWWix I" is tibom r " md aeu• ci flr w 4..ga, c 1 alr&°''40 * lbe t ua° +am 1a- 1ry 10) RR. - AAl a" ' 11) b4cm SAW dial -tag b 4;.. W at th. Eoibm W As Bald -191. 1/2' M TYP SEE WE W%t 2" Sass FM Taw RA71t1Ci ROF0 £co 0 4f 60 SAFE UPLIFT LOADS FOR 8" PRECASTwi 2" RECESS DOOR U-LINTELS A> e>ra4rns SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH I9-. 1 -11 art 4WX-tr m4-Yf i.-Bf#' li^ 2 me-2 m-Z 111f'i, A^ 4'-4°. (52 PRECAST sty 7 236R 3056 375t 4445 6W30S 1M 23s2 3751 4445 5140 i 4'-e 'M 7MMW 867 1504 2M 2M ij97 276 4943- 80 lW4 2272 2M 3W7 4275 4943 5-6a (68") PRECAST s75 1747 2328 2954 33d2 301 875 t269 1797 2325 254 M62 3911 V-10-(701 PRECAST 1207PA 174jgg 2259 p 2773 3M to 2799 85 12M 1746 2259 2773 3208 2799 8 SA ($D°} PRECA51 570 M 1 1980 M M 570 100a 1Sd0 S°8D 2423 2678 3M ' 7 ( us 742 Tics " 1 2180 25d7 M 1364 1783 2166 2587 2156 9'_gw (118'} t'RECAST5 41 dd4 122x 554 i8S8 2180 335 560 1072 13d6 Iri 2018 2331 THE N1b118ERS N PARENTHESIS ARE MMIT? RE1;lJCFM FCR a DE 40 FED ADDED RE1 hR SEE GD4E K NOTE NO. 4 TYPEQE$tGION F-1a Y 1 a BF16-1B/iT i b IAM f f 0) fr o S K' j3 UK AT 300cu rlm RR3JCz& 1{, cae Pp N Qo= pi vigfT.114 ltA g Oswwvco& 40 RBLt6tyap ,+, Die 0 } 7 PRS3D"de1'R£41'19iiU witl+NAFlajdg ' e,q4 • o{?s 3 7' 3ci3 dtrltb thcPMrida tuap mft OF%R:°' Cma >eukaianlsaso u2 F .'.-4 O ; V iNi+t 0fi OARHIFiO • r A3 S' P,'.... 'r.xS a • -,E FL B$5$4 u > netrit•n c Arraar r 7[1 15ltlici!i . 11-1Ta"k1 t pia r t xt awM. , w 1r . _ ilt7. iiC+i:r/1!t711KEMM.i %i/liVlLi7` i n..: '... _gym ,• , t a794t4'41th f.' laVYi!' ... - ':. '. •• . CITY OF SANF BUILDING & FIRE PREVEN' PERMIT APPLICA AppficaflonNo* Documented Construction Value: $ Jo b Address, ' — ( + OA Historic District- Yes (I No Residential [a Commercial Parcel IDI: Type of Work: New 2 Addition 0 Alteration Repair DelE1 Change of Ilse El Move Description of Work: lan Re,riew Contact Person: Title: P, Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information 4 Phone: Name Fax: ` 122 Street* se No.: City State Licen StateZiArchitect/ Engineer Information Name: Phone: Street; Fax: City, St, Zip: E- mail. Bonding Company: Mortgage Lender: Address: Address: WARNINGTO, OWNER. YOUR FAILURE "TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN I PA-VING TWICE FOR IMPROVENIENTS`TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUs RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND To OB FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR OTIC COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installati commenced priortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstinthis jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, furnaces, boilers, heaters, tanks, and air conditioners, etc. j-,RC 105.3 Shall be inscribed with the date of application and the code in effect as of that date- lilt, Edition (2014) Florida Building Col Permit Application Kcvlst'd: JMIC 30, 2015 M M has N n to the requirements of this permit, there may be additional restrictions applicable to this property that triay tOTCE: In additionL_ found in the public records of this county, and there may be additional pert -nits required from other governmental entities such as watt 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 Lieu Law, FS 711 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requireinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmituTheactualconstructionvaluewillbefiguredbasedonthecurrentICCValuationTableineffectatthetimethepermitisissued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction vale credit wilt be applied to your permit fees when the permit is issued. 0 1 certify that all of the foregoing information is accurate and that all work w be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date print _Okvncr/Agent's , Name ignature of Notary -State of Florida Date Owner/Agent is — Personally Known to Me or Produced ID ___ Type of ID Signature of Contractor/Agent Date print Contractor/Agent's Name' PAT 3 ate Y A 4 FF 1PYOONINIRSSM1W4 EXPIRE& Augusl 25. W13 q Contractor/Agent is L-" Personally Known to Me or Produced ID _ Type of ID BELOW SF" OFF11CUE USE OWNLY Permits Required: Building[] Electrical[] MechanicalEj Plumbing[] GasEJ Roof El Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: mun, New Construction: Electric - # of Amps_ Plumbing - # of Fixtures, Fire Sprinkler Permit: YeS , E] APPROVALS: ZONING: ENGINEERING: 35MORM 4 of Heads Fire Alarm Permit: Yes [] No [I an WASTE WATER: M-Efflimm Perraft Application Revised: June 30,2015 gal Sao 123 Mi3ei owd ml -,L tt F im YL A&V 2i 363,5,41i* WOG, f>rcjpa ,qaI iVo: 717-1-352Ll m,,, &A"w"g sIt ex 4 LTt HEAUNQ ' COOLM(31 in I B.: rmn RNIO smKid", 57% liqn&I R_ ,,yw4 www RXQY on, ann"mm une wmw A &PC&? Page: I kcl) prepare J For: Starlight Homes Florida, I-I-G SariRA INJ Gmemnsi RN! St,, c Olt Way: 180,3 L 00 MM F! `: V wks" Wr tho som Qf M51100 Ye PrWoue hemby to ftw= MMUM OK W&f "W" a ammUme "m "Nomw paymew to " mov as follows: 40% Rough In 30% Top Out 30% Fnish NET 10 Days xQfIv o I.~ m a womm H" wArm"vxwX,,g iu pru"'os, Ary .0mgmi or Qw-0mv) swcmawkmm ema, ,od % Vt11 lbecoxe an awa wame *me Me aommi ow" 4 mw at, to.X MCI c,ths! 0"if workers su* es, xidenN awmed by owheen "wat, lifAiMn q 3 del_ HoRqEf,' v SI 611AT sis, vn: Wc hf,'f0by sit i, ster I sa tit 4"r se 22AINVR4, Woo VVW* AN %wen Chatum TE%2 (Anmnv Viw,, Shower &I 7 Toilet Gef tier 21 92 ElcinglWa Lair 8Y NAC' er ,iVfIh mo'c"fGovvi*av, 64,92) Ct,wn-,,-g Tub p,V Woo I I My 2U di WR Was Ain khm QhRWW 01 03 (Twmne vaw,,,- Tollet tiNitil 6492f; Fa air =-- Toilet eriiar MawmH 21 912 1 2B vane Fialaawd 1 Lav yVt,,fte WN INNon UwWdu 64925 CArmle F8=@t fte 22,5,14 pi,, w6ow—", 1 Sol( Faucet Disposai Wemaker Uno oishwasher w4,,,\, hfw Box 2 Hoso Sibs wai"i Heahm, WAN&A 8; MA},..; Njontygra 6731 ti Ghj-0fT0-',' Fivo SgeV WIh (,oid I'T' I" Bol HocAk, 11, 3MARK mass Fw Amu A SAIM. a* WR\, Ii,wMiUIIqB,,,, Baamow pawAss WAOMI io Pumd I'm hHmK KK3W &Y smi, N"Oum" "Ahnod S12 Pw sx, ivy ?W& wowwm: Alfunwil $3 M4 KH dmw wowt bWmah MOMPIr COTWKI gjq). Nomy A Lon ow; Fknoa 5I3IM6 73 j,K - 'TjA ACIIATumu 01 1"104T AMC is Wm&Anm wd wmMwoa t < at a t ravW mmby aacWWd Wn an wMa—US 0 00 MO W? as NmAbd POP" WM Us WWO 4", w On mco 24ya aaw A m ad Q „As m wmqN A' 11% ww ba A&A am yet' jqsv Any somar Ims dea;.er i,,. W. tb ts ae .,n ME OF AUMPTAXT P46" 2 S, i4FORD I '' -0 11 Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 45,000 Job Address: 3932 Saltmarsh Loop Historic District: YesoNowl Parcel H): 17-20-31-502-0000-0380 ResideutiaGq Commercial Type of Work: Newt Additiono Alteration[] RepairE] Demo D Change of UseElMove H Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Phone: 407-630-0119 Fax: Name Street: Starlight Homes FL LLC. Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information 407- 708-0163 Phone: - 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Contractor Information Name Brandon Gibbs Street: Resident of property? : No 146 West Plant Street, Ste. 240 City, State Zip-, Winter Garden, FL 34787 Architect/ Engineer Information Name: n/a Street. City, St, Zip: Bonding Company: n/ a Address: Phone: 407-630-0119 Fax: State License No.: EC 13008106 Phone: Fax: - E- mail: - Mortgage Lender: n/a Address: - WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructionin this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, Pools, furnaces, boilers, beaters, 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: 6'^ Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application U NQ-C: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may ben- 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 requiredchargeandwillbeconsideredtheestimatedcoDsttuctinvalueofthejobatthetimefsubmittal. ninordertocalculateaplanreviewatthetimethepermit ois issued,in The actual construction value will be figured based on the current ICC Valuation Table ion effectaccordance 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 doneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of owner/Agent Date Priat wner/ Agont's Name Signature of Notary -State of Florida Data Owner/Agent is _ Personally Known to Me or Produced ID _ Type of ID olk jg SignatureofContractor/Agent 4a - 1(o. ni.on Print Contractor/ Agent's Name Signature of No of Florida V/ Contractor/ Agent is _,A, personally Known to Me or Produced H) - Type Of ID nin.ow IS FOR OFFICE USE ONLY h Permits Required: BuildingE] Electrical[] Mechanicaln plumbing] , GasE] Roof [:1 Construction Type* occupancy Use: Flood Zone: — Total Sq Ft of Bldg* Min. occupancy Load: # of Stories*_ New Construction: Electric - # of Amps plumbing - # of Fixtures Fire Sprinkler Permit: es[] No [] # of lieads _ Fire Alarm Permit: Yes [] NoEl APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: — BUILDING: COMMENTS: Permit Application Revised: January 1, 2018 CITY OF S(FOR_Dkti } ; Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 45,000 Job Address: 3932 Saltmarsh Loop Historic District: Yes Noz Parcel 1D: 17-20-31-502-0000-0380 ResidentialF,,11Commercial H Type of Work: Newz Addition[] AlterationFIRepairE] DemoE] Change of Usco Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person. Phone: 407-630-0119 Brandon Gibbs Fax: Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information 080163 N.M. Starlight Homes FL LLC. Phone: 407-7- No Street: 1064 Greenwood Blvd., Ste 124 Resident of property? : City, State Zip: Lake Mary, FL 32746 NameXame Street: Contractor Information Brandon Gibbs 146 West Plant Street, Ste. 240 City, State Zip. Name: n/a Street: — City, St, Zip: — Phone: 407-630-0119 Fax: Winter Garden, FL 34787 State License No.: Architect/Engineer Information Phone: Bonding Company: Address: n/a Fax: --- E-mail: — Mortgage Lender: n/a Address: EC 13008106 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstruction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, 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: 6'd Edition (2017) Florida Building Code Permit Application Revised; January 1, 2019 NQTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, 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 pert -nit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance With all applicable laws regulating construction and zoning. Signature of Owner/Agont Date Print Owner/Agent's Signature of Notary -State of Florida Date Owner/Agcnt is — Personally Known to Me or Produced ID — Type of ID f %KareSignatureoContractOr/Agent Print Contractor/Agent's Name Signature Contractor/Agent is X Personally Known to Me or Produced ID --- Type of ED -- BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electricaln MechanicalEl Plumbing[ ] Gas[:] Roof[] Construction Type: Occupancy Use; Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:. New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes , F1 No [I # of Heads _ Fire Alarm Permit: YesEl NoEl APPROVALS: ZONING- UTILITIES: WASTE WATER: ENGINEERING: FIRE: — BUILDING: COMMENTS: pen -nit Application Revised: January 1, of Ift 41L Bitilding & Fire Prevention Division PE"IT APPLICATION Application No: Documented Construction Value: I Job Address: h-"bz ' , , t' r'l --o ?- v Historic District: Yes[ —]No[] Parcel ID: 17-20-31-502-0000- bSe,)o Residential[:] CommerciaIF-I Type of Work: NevvR] AdditionF—]AlterationF—]RepairE]Demo E]Change of UseE] Move[--] Description of Work: Install new AC with duct work and venting Plan Review Contact Person: Derri Gantt Title: Pro Construction Coordinator Phone: 407-886,2729 x 163 - Fax: Email:dgantt@energyair.com Property Owner Information Name Starlight fl, es - AWH Phone: Street: 1064 Greenwood Blvd, Ste 124 Resident of property? City, State zip: Lake Mary, FL 32746 Name Energy Air Inc. Street: 5401 Energy Air Ct City, State Ziv*. Orlando, FL 32810 Name: Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: 407-886-3729 Fax: 407-781-1643 State License No.: CAC 1816317 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code Revised: January 1, 201S Pcnnit Application N NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lieu Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Over/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID — Type of ID Signature of Contrictor/Agent Date Print Contractor/Agent's Name tl nature ot'Notary-State of lorida Date Notary public State of FWrWa Jessica Wine MY COMIT"SlOn GG 056367 ma Expires 12flW020 Cont a t r g n S - r n to Me or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building El ElectricalE] Mechanical [] Plumbing[] GasE] RoofE] Construction Type: Occupancy Use. Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: YesF] NoEl # of I -leads APPROVALS: ZONING: UTILITIES: COMMENTS: ENGINEERING: Fire Alarm Permit: Yes [:] No[:] WASTE WATER: BUILDING: Revised: January 1, 2018 Pcnnit Application ENVIRONMENTS FOR f # SITE ID: 39834E LOT: 30 BLOCK HOUSE: 3932 STREET: SALTMARSH LP CITY: SANFORD STATE: FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNT*: 909STAFL BUILDER: STARLIGHT HOMES SUBDNISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 10/1&2017 PROGRAM: HERS1100% TESTER: EFL IECC: 2009 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 3932 MTMARSH LP, SANFORD. FL 32T71 TEST: BLOWER DOOR RESULT: PASS TESTER: Dave Raves DATE: 1VIQ01E 010M\, 5.1 Attic Access Panel (fully gasKeted and insulated) Y 0y X 5.2 Attic drop -down Stair (fully gasketed and insulated) X 5.4 Recessed Lightin2 Fixtures (ICAT labeled and sealed to d wall) X 5.5 Whole -house Fan (Insulated gasketed to the opening X 7.3 Fresh air ventilation installed per program specs X Slmwr Door BDTaMet BD Acwd Room Preaaure Tut i,},} a a a \ \41 ' tti av 4 mot; N(0°) NIA 15,677 0 0 OR 77i AN w y RIA 0 1,628 7 661 fi 36 sr+r< 1.\}v }:. 31.}`,4.... ,\ '\,t .. i.n v Yl3 ,t'S i,\'^k,`•1.... ...`:}'r.I t}, \ 1}i"\ E S } \ 41?i}4ir at ' \\v}, i\,}i.\ A.<\ 7`, C; Met Sdrrn 0 Bdm12 0 BWm3 0 Bdnn E 0 Rm t 0 Rm 3 0 ptlter 0 Bdnn 4 0 Rm 2 0 CO Dstsalors Enorgy Star QualMed lancas? ERloisnt dng PsoW ? x 60 or > Of Hantwli W L is Must Ss CFL Or LED x Low Flow Faucso, TodoU etc? x Pro9mmmable Themtostat? x CsmMd Green Pmgmm Laval Requires Vlawl Inspection M- h—k-I M,4,ml 14 SYSTEM I WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM WATER HEATER SYSTEM 4 WATER HEATER SYSTEM FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NB030 UNIT SYSTEM 1 HVAC INDOOR COIL SYSTEM I HVAC AHU (HEAT INTERIOR CARRIER FB4CNP030 PUMP SYSTEM2 FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP) SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHU (HEAT PUMP SYSTEM 4 FURNACE SYSTEM4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AHU (HEAT PUMP) BUILDING SPECIFICATIONS C OF BEDROOMS (REM) IN 22 NA amm NA uss CEILING FLAT (REM) NA NA SEALED ATTIC (REM) NA NA VAULTED CEILING REM) NA NA FOUNDATION WALLS (REM) NA NA EXPOSED FLOOR (REM) NA NA ABOVE GRADE WALLS (REM) NA NA DUCT SUPPLY R-VALUE (REM) NA NA DUCT RETURN R-VALUE REM NA NA IBUILDING SPECIFICATIONS TEST: SLOWER DOOR RESULT: PASS TESTER: Dave Revell* DATE: 1211412018 4 I PROGRAMMABLE THERMOSTATS (PRIF) i0RAww" um SIR% WATER HEATER TYPE (PRIF) WATER HEATER FUEL TYPE (PRIF) ELECTRIC WATER HEATER SIZE, EFFICIENCY & LOCATION PRIF) INFILTRATION (HOUSE LKG) ACH (REM) NA Htj; 0,36 CIg; 6,36 ACH 0 $0 Pastals FRESH AIR VENTILATION TYPE (PRIF) I AIR CYCLER VENTILATION FAN MANUFACTURER (REM) NA NA VENTILATION FAN MODEL, # (REM) NA NA VENTILATION FLOW REQUIRED (REM) NA NA VENTILATION EQUIP. RATED CFM (REM) NA NA VENTILATION # OF FANS (REM) NA NA VENTILATION TIMER SETTING EACH FAN (REM) NA NA VENTILATION TIME - HRSfDAY SPECIFIED (REM) NA NA VENTILATION TIME SET BY HVAC CONTRACTOR MINUTES PER HOUR (PRIF) FRESH AIR VENTILATION FAN WATTS (REM) NA NA MEASURER FAN WATTS OR PER MANUFACTURER'S SPECS (PRIF') INTERIOR % OF CFL'S (PRIF) INTERIOR % OF LED'S (PRIF) INTERIOR % OF PIN -BASED (PRIF) EXTERIOR FIXTURES % OF CFL'S (PRIF) EXTERIOR FIXTURES 'A OF LED-S (PRIF) GARAGE FIXTURES % OF CFUS (PRIF) GARAGE FIXTURES % OF LED'$ (PRIF) DISHWASHER (PRIF) REFRIGERATOR (PRIF) FOUNDATION TYPE (PRIF) SLAB TYPE (PRIF) SLAB AREA (PRIF) SLAB DEPTH (PRIF) SLAB FULL PERIMETER (PRIF) SLAB GRADE (PRIF) FLOW RING (PRIF) HEATING (REM) NA NA COOLING (REM) NA NA AIR -SOURCE HP (REM) NA NA WATER HEATING (REM) NA NA ITEST: DUCT BLASTER RESULT: PASS TESTER: Dave Rev*% DATE: 12)14/2018 TOTAL CONDITIONED FLOOR AREA CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM I SO FT, SERVED (CFA) POST CONSTRUCTION N T TSYSTEMIDUCTLEAKAGETOOUTSIDEkmam SYSTEM 1 DUCT LEAKAGE 0 OUTSIDE SYSTEM I DUCT LEAKAGE TO OUTSIDEINM25ACTUAL(% OF CFA) ACTUALCFM25) TARGET 0, gq,'- (CF m SYSTEM I TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE OF CFM25) TARGET (CFM25) ACTUAL CFA)ACTUAL R" M -,lg SYSTEM 2 SO FT, SERVED (CFA) '3, Ikf M, , 77 17,77 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE 10 M M25) TARGE TFT (CFM25) AC ACTUAL2ACTUALAALg\ I SYSTEM 2 TOTAL DUCT L g ,gm TOTAL U TLEAKAGE(%OFSYSTEM2TOTALDUCTLEAKAELEAKAGEEag CFM25) TARGET (CFM 52 )ACTUAL CFA)ACTUAL k gggSYSTEM3SOFT. SERVED (CFA) 41 h 'I SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET CFM25) ACTUAL (% OF CFA) ACTUAL 16\1 %1*11SYSTEM3TOTALDUCTLEAKAGE210SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF TEST: DUCT BLASTER RESULT: PASS TESTER: Oavo Revd% DATE: 12/1412018 Z TARGET If."; vvv, ggNCFM25) CFM25) ACTUAL CFA) ACTUAL9g°v v{v vZv, v 5M vvvv,. SYSTEM 4 SO FT. SERVED (CFA) CfM2MTARG4 DUCT ET LEAKAGE TO OUTSIDE kf s v i (C M25) ACTUAL SYSTEM 4 DUCT LEAKAGE TO OUTSIDE Iv SYSTt 1 i I% OFECF4A)DAUCTUCT ALEAKAGE TO OUTSIDE SYSTEM 4 TOTAL DUCT LEAKAGE vy t7vv`yw SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4TOTAL DUCT LEAKAGE (%OF CFM25) TARGET' avvv v'„v .l ra (CFM25) ACTUAL i 3,`,.;; CFA} ACTUAL RU[LtlINn SPFCIFICAT4ONS ov,b „N, v",t DUCT LEAKAGE TO OUTSIDE (REM) NA tlA13i CFM257CFA TOTAL DUCT LEAKAGE ( REM) NA v 0Ai CFM25(GFA FLOW RING PRIF) FINAL. BOUNDARY SURVEY WYNDHAM PRESERVE LOT 38 PB 81, PG 93) SAL TMARSH LOOP 50' RIGHT-OF-WAY PRIVATE ROAD) A S 89'40'51" W CENTER 3- PCP LINE x CONCRETE p C CURB e o> u CONCRETE SIDEWALK N89'40'S W,AbZro 14a oo LOT 37 Ig LOT 48 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front 25' Rear 20' Side 5' rcr —ruin cqun «ecru, , NiU:ADUSSQ—Access/Droinoge/Utilities/SidewalkLB —Licensed srevensineBFP—Backf low Pravanter Si ht Distance Easement9 S —Survey PRM—Permonent Ref. Monument R Reported PCP —Permonent Control Point Q —Description FP&L —Florida Power do Light P —Plot FFE—Finish Floor Elevation D.B. —Deed Book 9 —Water Meter O.R. —Official Records Book M —Water Valve P.B. —Plat Book 0'—Fire Hydrant Pg. —Page RC® —Reclaimed Water Meter Elev. —Elevation R^P4—Reclaimed Water Valve Conc.—Concrete Cable Box BP —Brick Paver F —Telephone Box SW —Sidewalk El —Electric Box FFE —Finished Floor Elevation 0—Utility Pole Cl —Curb inlet Guy Pole GTI —Grate Top Inlet Light Pole P.U.E,—Public Utility Easement t--Guy Anchor RCP —Reinforced Conc. Pipe OU--Overheod Utilities PVC —Polyvinyl Chloride m —Storm Sewer Monhole NCS —No Corner Set (Falls in Water) D —Sanitary Sewer Manhole SF —Square Feet CHHo —Electric Hondhole D.U.E. —Drainage/Utility Easement COO —Clean Out FMGD—MAG NAIL & DISK CWq—Irrigation Control Valve P.K. —Parker Kolon Nail p —Sign SIR —Set 1/2" Iron Rod LB7768 WM—Gate Water Valve SPKD —Set P.K. & Disk L87768 I13I Gas Meter FIR —Found i /2" Iron Rod L87768 r r Tr —Existing Grade FIP —Found 1/2" Iron Pipe L87768 a —Blow—off Valve FPKD—Found P.K. Nail do Disk LB7768 --b--Droinoge Flow Direction FCM —found 4"x4" Concrete 10,0 —Proposed Design Grade Description I Date I Dwn.ICk'd I P.C.IOrder No, 98' 239 239.98' VT PCP I0' UTILITY EASEMENT (P) CONCRETE DRIVEWAY CONG ro WALK 15.9' tt 6. 0' PORCH 3 6. 0' 28. 0 2 STORY RESIDENCE 3932 SALTMARSH O LOOP gFFE = 30.27 LOT 39 o 6. 0' 28.0 6.0' oPATIoQ g' g PAD PRINCIPAL BUILDING rn SETBACK (Typ.) in in LOT 38 AREA = 4, 680 S.F. +j- S/ R .dn /'fit?, (/ b S89040' 511W SIR _ LOT 47 SURVEYOR' S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertoining to easements, rights — of —way, set bock lines, reservations, agreements, and other similar motters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or 6. This survey is intended to be displayed at 1" - 20'. 7. All boundary line dimensions ore field measured unless otherwise noted. c a° N GOO 4N W rnav OMB m0 03 Q> ob Z c C v o v0cma PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Mop Panel Number 1212ZC-0765H. in Flood zone "X" DESCRIPTION: LOT 38, according to the plat of " VVYNDHAM PRESERVE" as recorded in Plat Book 81, Page 93 of the Public Records, City of Sanford, Seminole County, Florida Last Date of Field Survey-, 1 1 27 18 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the norido Board of Professional Fax: (813) 248-2266 Surveyors do Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Sectiq g 472.027, Florida Statutes. GeoPoint Surveying, Inc. times D. Leviner ORIDA PROFESSIONAL SURVEYOR & MAPPER NO. LS6915 Drawn: RCA Checked:JOL P.C.: Data File:&krawnEast-Plat NOT VAUO WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 11 /28/1$ Dwg:-tnt36 Order No.: -