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3762 Night Heron Dr
3 c4 CITY OF SANFORD 3 ( BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: 31 O Documented Construction Value: S 2'1 f9(.37. a° Job Address: 3-1 cc a, 14 t =tt 1 heron 1)r. `tea n,-d PL 3;,M3Historic District: Yes No Parcel ID: 17-20-31-502-0000-1100 Wyndham Preserve Lot 1 to Residential ® Commercial Type of Work: New® Addition Alteration Repair Demo Change of Use 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.mangel@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 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp 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: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Sball be inscribed with the date of application and the code in effect as of that date: P Edition (2014) Florida Building Code Vj - l 3 '3 Revised: June 30, 2015 15 b Permit Application V , 1. 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 com91)a%ce with all applicable laws regulating construction and zoning. al -S -I --,)- R _ STATE OF FLORIDA Comm# GG113111 Expires 612112p21 Owner/Agent is Personally Known to Me or Produced ID Type of TD Signature of Contractor/Agent Date Robert Willett Print Contractor/Agent's Name Signature of No -State of Flonda ate Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GGI 13111 ZWC-E lie Expir r,,6d112021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building © Electrical Q" Mechanical [R Plumbing,c Gas[] Roof Construction Type:y6 Occupancy Use: 23 Flood Zone: ?C 5 fc AYT 4Cx() Total Sq Ft of Bldg: 2_ro&42- Min. Occupancy Load: 1,4 # of Stories: I New Construction: Electric - # of Amps /,o Plumbing - # of Fixtures /S Fire Sprinkler Permit: Yes No [9 # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: '1"ZG "Z Z°n FIRE: BUILDING: IF IZ-12-0 COMMENTS: Revised: June 30, 2015 Permit Application TNIS INSTRUMENT PREPARED BY: Name: _Starlight Homes Florida, LLC Address. 1064 Greenwood Blvd Suite 124 lake Mary_ FL 32746 NOTICE COMMENCEMENT State of Florida County of Seminole Permit Number. Parcel ID Number. 1101 iiii 11111 IIIII Illi ILII GRANr MPI_DY SEM1NOLE COUNTYOFCIRCUITCOURT & COMPTROLLERBY91j21F 243 (1F-9s)CLERY,'S : 2017113432 RECORDED 11/08/2017 .91:40:07 PMRECORDINGFEESsin ,UURECORDEDBYhdevore 17-20-31-502-0000- 1100 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) tel (yndham Preserve. PB 81 Pgs 93-102. Lot 110 Address: 3-1to24 tilieY-dr moo•-+ r , o.iy d, t- 3a'i'1 J 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 ('d other than owner) Name. NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 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 Llenot's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under tus ury, I declare that I have read the foregoing and that the facts stated In it are true to th bestknow dge and belief. 10 ae ensue Owners Printed Name Florlds Statute 713.13(1)(9):. The owner must sign the rrotbe of Commencement and no one else may be permitted to sign In his or her stead.' cccc rlraiY°i u,r State of County of The foregoing Instrument was ack owledged before me thik Z:_— day of f 20— a oz P';: by , Who is personally known to meso u0 z O Name or person making statement OR who has produced Identification type of Identification produced: Cr Shayne Mangel a' NOTARY PUBLIC 4: s STATE OF FLORIDA Oµ Comm# GG113111 r+ xpires 6 I Notary s 4N CD n I J I CITY OF SANFORD BUILDING & FIRE PREVENTION 3 ( PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: 3-lcc2 1-\eYon17r, G:t>Qr4,,,-d Fl, 'M3Historic District: Yes No Parcel ID: 17-20-31-502-0000- 1100 Wyndham Preserve Lot 1 p Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mengel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@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 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1622347 Architect/Engineer Information Name: Mulhem & Kurp 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: NA Address: Address: WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 1T' 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 woik 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: "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 congpiiai ce with all applicable laws regulating construction and zoning. TATE-OF_FLORIDA Comm# GG113`l" 9 0 res 6121121)21 Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name^ n IY\ 9—S I Signature of No -State of Florida qDate 1pg Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG1113111 SINCE 19 Expir '/2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: 0 WASTE WATER: FIRE: BUILDING: 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.mangel@starlighthomes.com Property Address: 3762 Night Heron Drive Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1100 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: 110-1 New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway M The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17-3188 Reviewed by: Michael Cash, CFM Date: November 21, 2017 0 po Application for Paved Driveway, Sidewalk orOWalkwayIncludingRight -of -Way Use & V°R;Dq Landscaping in Right -of -Way 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 e 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 Kmwww0elow. size and location of the existing right-of-way and use shall be provided or application could be delayed. Callbetoreyoudig. 1. Project Location/Address: 31(0 3 n.Av,-A, F -L 3rKnt73 2. Proposed Activity: 14 Driveway ,A Walkway F-1 Other: 3. Schedule of Work: Start Date Completion Date El Emergency Repairs 4. Brief Descriptlon of Work: Gr1 u 1 n Of YZeA.A c`_7F' V?. This application is Property ownerSignature: Address: 10lo4 Print Name: Phone: L{p-j- -10%- C>1 c, 1 Fax: t}61- L043 - 07100 John Reny 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 councllpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, sults, judgments, losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or Indirectly out of or connected with the use of the City's righl-Aray. I have remand fiXderstagd the Oove statement and by signing this application I agree to its terms. Signature: Date: L b - 30= 17 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pre -pour inspection. LPre-pour Inspection by: Date: I Oficial Use Only Application No: Fee: Dale: Reviewed: Public Works Date: Utilities Date: Approved: Engineering 0- Z ( --W(799Date: - Site Inspected by: Special Permit Conditions: Date: November 2015 ROW Use Driveway.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 1 O - 3p-1-1 Project Name: Wyndham Preserve - Lot I IOProiect Address: 3-1(a V- e,or%Sanford FL 32771 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Willets I Print N a of Owner/Tenant Signature of wner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Print Name of ontractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # A SasEerbrcok Print Name of El. Contractor ignatureof El. Contractor Ec o9awgr El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on _/_/ Rev. 02/10/15) BUILDING PERMIT Min Max 10 10 20 30 30 40 50 50 1000 60 70 70 1000 1000 REVISED: June 2014 REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Inspection Descriptio) Foundation/Formboard Slab Lintel Sheathing — Roof Sheathing — Walls Roof Dry In Frame Roof Insulation Final Insulation Final Single Family Residence Address: &'142,1- Q NC—*' •J ELECTRICAL PERMIT Inspection Description Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final I VTR 1-1/2" VTR VTR Jl 1l 2„! l ao r— KS AUTO VENT I i M I LAV I 211 LAV 2#1 a we i o so I U I 31. We 3” W M v Wo " to of 319 SH . 2" TUB I I i 3" I is I i PLAN 1981 PLUMBING RISER DIAGRAM W 0 c WYNDHAM PRESERVE - LOT 11 O 3 o u N.89°43'03"E., a distance of 800.98 feet to the POINT OF PLOT PLAN BEGINNING; thence N.00°16'57"W., a distance of 60.00 feet; 1' V -tire Hydrant %whoa null vlynwarniy yiuna unu Ulu auuJec. w auwey. Pg. -Page RC® -Reclaimed Water Meter Elev. -Elevation m ° V) Conc.-Concrete Cable Box the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). BP -Brick Paver ED -Telephone Box EI -Electric Box 4. Proposed grades dr finished floor elevations shown hereon Utility Pole ors from the construction plan for 'WYNDHAM PRESERVE', WYNDHAM PRESERVE Guy Pole City of Sanford Seminole County, Florida. Pole 0 w PVC -Polyvinyl Chloride LOT 110 Building Setbacks t(Proposed) SF -Square Feet ENHo -Electric Handhole D.U.E.-Drainoge/Utility Easement Setbacks: Per construction plans for WYNDHAM FMGD -MAG NAIL do DISK P.K.-Porker Kolon Nail V verified) PRESERVE', City of Sanford, o m Z .o SPKD-Set P.K. do Disk L87768 Gas Meter FIR -Found 1/2' Iron Rod LB7768 Seminole County, Florida. CI -Blow -off Valve ft--DrainogeFPKD-Found P.K. Nail dr Disk LB7768 LEGAL DESCRIPTION Front = 25' Reor = 20' c - I Side j DESCRIPTION: A parcel of land lying in Section 17, Township 20 7.5' o N M E I South, Range 31 East, Seminole County, Florida, and being more particularly described as follows: t COMMENCE at the Northwest corner of the Northeast 1/4 of said Section 17, run thence along the West line of the Northeast 1/4 of said Section 17, S.00019'09"E., a distance of 889.43 feet; thence N.89°43'03"E., a distance of 800.98 feet to the POINT OF BEGINNING; thence N.00°16'57"W., a distance of 60.00 feet; PIAL _1`110T book V -tire Hydrant %whoa null vlynwarniy yiuna unu Ulu auuJec. w auwey. Pg. -Page RC® -Reclaimed Water Meter Elev. -Elevation RCM -Reclaimed Water Valve 3. Elevations shown hereon ore in feet and are referenced to Conc.-Concrete Cable Box the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). BP -Brick Paver ED -Telephone Box SW -Sidewalk EI -Electric Box 4. Proposed grades dr finished floor elevations shown hereon FFE-finished Floor Elevation9--Light Utility Pole ors from the construction plan for 'WYNDHAM PRESERVE', CI -Curb Inlet GTI -Grote Top Inlet Guy Pole City of Sanford Seminole County, Florida. Pole P.U.E.-Public Utility Easement RCP -Reinforced Conc. Pipe Guy Anchor OU --Overhead Utilities 5. This Plot Pion is subject to matters shown on the PVC -Polyvinyl Chloride m -Storm Sewer Manhole construction plans for 'WYNDHAM PRESERVE% City of NCS -No Comer Set (Falls in Water) m-Sonitory Sewer Manhole Sanford Seminole County, Florida. SF -Square Feet ENHo -Electric Handhole D.U.E.-Drainoge/Utility Easement COO -Clean Out 6. Proposed information shown based on proposed/ FMGD -MAG NAIL do DISK P.K.-Porker Kolon Nail CVX-Irrigotion Control Valve supplied plan and/or instructions per client (not field p -Sign verified) SIR -Set 1/2' Iron Rod LB7768 WX-Gate Water Valve SPKD-Set P.K. do Disk L87768 Gas Meter FIR -Found 1/2' Iron Rod LB7768 M" -Existing Grade np -Found 1/2' Iron Pipe LB7768 CI -Blow -off Valve ft--DrainogeFPKD-Found P.K. Nail dr Disk LB7768 now Direction FCM -Found 4'x4' Concrete 0 -Proposed Design Grade Monument PRM LB7778 As-Built/Existing Gro= PLOT PLAN ONLY Note: Some items in above leaen ma not be a licable NS ( NOT A SURVEY) Dwn. Ck'd I P.C. 10rder No. I For Permitting ONLY) res D. evine FL IDA PROFESSIONAL SURVEYOR do MAPPER NO. .............LS691.55 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL LOT AREA CALCULATIONS LOT = 6,900 SQ.FT. WING AREA= 1,981 SQ.FT. GARAGE = 402 SQ.FT. The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C -0765H. in Flood Zone Y DESCRIPTION: PROPOSED LOT 110, according to the plat of "WYNDHAM PRESERVE", 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. Drawn: MTP I Checked:JDL P.C.: Data File:Mi>,onEmi-Plot Date -7/04/17 Dwg:8d=nEwt-W110 Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: r RECORD COPY PSLLMIERIM CELECTRIC Ashton Woods Homes Winter Haven, Lake Wales, Seminole 1981 Starlight LOAD CALCULATION May 26, 2017 1. HVAC LOADS [NEC 2011 - 220.82(C1131- (411 ZONE COMPRESSOR SIZE 1 3.00 TON 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER 1 7.00 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS TOTAL LOAD FOR COMPRESOR Q 1000/. TOTAL LOAD FOR AIR HANDLER (ate 65% TOTAL HVAC DEMAND LOAD 11. GENERAL LOADS INEC 2011 - 220.82(Bl(Il - (411 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 0 CHARGER40AMPCAR .60 30AMP POOL CIRCU T 7.20 #17 60AMP POOL CIRCUIT LIGHTING 1981 Sq Ft C3a 3VA/Sq. Ft 5.94 KVA QTY CONNECTED LOAD (GENERAL LOADS) VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA I LAUNDRY CIRCUIT 1.50 1.50 KVA 1 DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 129.01 AMPS 1 WATER HEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA I DISPOSAL(I) 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN (1) 7.20 1 RANGE/OVEN (2) 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 SUMMER KITCHEN/JENAIR GAS 1.50 1 MICROWAVE CIRCUIT 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT 4.80 0 CHARGER40AMPCAR .60 30AMP POOL CIRCU T 7.20 #17 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 36.44 KVA I ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) Q 40% 10.58 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2011- 220.82M) 20.58 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.58 KVA TOTAL DEMAND LOAD (NEC 2011- 220.82(A)1 30.96 KVA MINIMUM SERVICE SIZE 129.01 AMPS RECOMMENDED SERVICE SIZE 150 AMPS Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RI:C,0111T) COPY RE: WP0110 - WP0110 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Ashton Woods Project Name: WPO110 Model: 1981 Tampa, FL 336104115 Lot/Block: 110 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: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 24 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. I Seal# I Truss Name I Date No. Seal# ITruss Name I Date 1 IT12304782IA01 110/19/17118 T12304799 I CJ5A 10/19/17 12 I T12304783 I A02 110/19/17 119 I T12304800 I EJ7 110/19/17 13 I T12304784 I A03 110/19/17 120 I T12304801 J EJ7B 110/19/17 14 1 T123047851 A04 1 10/19/17121 1 T12304802 1 H1 110/19/17 15 I T12304786 I A05 110/19/17 122 17123048031 HJ7 110/19/17 16 I T12304787 I A06 110/19/17 123 1 T12304804 1 V3 1 10/19/17 1 17 I T12304788 A07 110/19/17 124 1 T123048051 V5 110/19/171 18 I T12304789 I A08 110/19/17 19 1 T1 2304790 1 A09 110/19/17 1 110 J T12304791 1 A010 110/19/17 1 111 I T1 2304792 1 A011 1 10/19/171 112 I T123047931 AO12 110/19/17 113 1 T12304794 1 A013 110/19/171 1 7 3 114 1 T12304795 1 CJ 110/19/171 115 1 T123047961 CJ3 1 10/19/17 I 116 1 T123047971 CJ3A 110/19/171 117 1 T123047981 CJ5 110/19/17 1 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: Albani, Thomas 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 ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. G i 39380 ID '. STATE OF :U/Z i Thomas A. Aibani PE No.39380 Mrrek USA. Inc. Fl. Cert 6634 69M Parke East Blvd. Tampa Ft. 33610 Date: October 19.2017 Albani. Thomas 1 of l Job russ Truss Typety CSI. plyWPOttO loc) I/dell Vd PLATES GRIP TCLL 200 Tt230e782 WPO1t0 A01 Hip Girder t 1 244/190 TCDL 7.0 Lumber DOL 1.25 Job Reference o trona) ouooera I D:4xiZSyO5priperCOHML 1 Og 1 zP836•IkGNdeNUHpirYOnUkEIBOUr4nSArr8X7r4PsDSyRvON 1.0.0 3.9-14 7.0.0 12.1.5 17.2.11 22.4.0 27.5.5 32.6-11 37.8-0 40.10.2 44.8-0 4 -8 0-0 3.9.14 3.2-2 5.1-5 5.1-5 5.1-5 5.1 5.1.5 3.2.2 3.9-14 1-0 Scale = 181.6 5x6 = 5 00 12 5x8 2x4 11 5x8 = 3x8 MT20HS = 4 33 34 5 35 36 6 37 7 8 38 3x6 = 3x6 = 2x4 1 5x8 = 39 9 40 10 11 41 42 43 12 we J 26 25 44 45 24 46 47 23 22 46 21 49 50 51 52 20 19 53 54 18 55 56 17 16 3x6 = 2x4 II 30 = 5x8 = 34 = 1 5x8 STP= 5x6 = 5x8 = 30 = 2x4 1 34 = 20 It 6x8 = 34 = 1 t 21.8-0 1 273'5 _ 32.6.11 + 37.8-0 LOADING (pst) SPACING- 2.0.0 CSI. DEFL. in loc) I/dell Vd PLATES GRIP TCLL 200 Plate Gnp DOL 1.25 TC 0.85 Ven(LL) 0.15 17.18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 074 Vert(TL) -0.27 17-18 >999 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.81 Horz(TL) 006 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -M) Weight 228 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-7.11 oc puffins 4.7,7.10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3.10.0 oc bracing. BOT CHORD 20 SP No.2 WEBS 1 Row at midpt 6-21 WEBS 2x4 SP No.3 'Except' 8-20: 2x4 SP No.2 REACTIONS. (Ib/size) 2=105310-8-0,21=3967/0-8-0,14=1180/0-8-0 Max Horz 2=-78(LC 28) Max Uplill2=-542(LC 8), 21=-1877(LC 4), 14=-608(LC 9) Max Grav2=1061(LC 19), 21=3967(LC 1), 14=1187(LC 20) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-2025/1020, 3-4. 1873/977, 4-33. 1389/790, 33-34=-1389/790, 5.34=-1389/790, 5-35=-1389!790, 35-36=-1389!!90, 6-36=-1389/790, 6.37— 1203/2662, 7-37=-1203/2662, 7-8=-1203/2662, 8-38=-486/383, 38-39=-486/383, 9.39=-486/383, 9.40=-1883/1051, 10.40=-1883/1051, 10.41=-1883/1051, 11-41=-1883/1051, 11-42=-1883/1051, 42.43=-1883/1051, 12-43=-1883/1051, 12-13=-2184/1139, 13.14=-2306/1168 BOT CHORD 2-26=-939/1826, 25-26=-939/1826, 25.44=-844/1737, 44-45=-844/1737, 24-45=-844/1737, 24-46=-284/287, 46-47=-284/287, 23.47=-284/287, 22-23=-284/287, 22.48=-284/287, 48 -49= -284/287,21.49= -284/287,21-50=-2138/1027,50-51=-2138/1027 5/-52=-2138/1027, 20-52=-2138/1027,19-20=-2051486,19-53=-2051486: 53-54=.205/486, 18-54=-205/486,18-55=-91512025, 55-56=-915/2025, 17-56=-915/2025, 16-17=-99612082,14-16=-996/2082 WEBS 4.25_ 121/552, 4-24=-419/200, 5-24=-529/460, 6-24=-888/1897, 6-22=0/308, 6 -21= -2865/1409,8 -21=-2166/1235,8.20=-1382/2989,9-20=-1288/807,9.18=-772/1630, 11-18=-532/461, 12-17=-116/553 NOTES - 1) Unbalanced root live loads have beer) considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psl; BCDL=5.Opsl, h=1511; Cat. II; Exp C, Encl., GCpi=0.18; MW FRS (envelope) automatic zone, cantilever tell and right exposed: end vertical tell and nghl exposed; Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated 5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(S) except 01=1b) 2=542, 21=1877,14=608. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Continued on Paqe 2 WARNING • Verily design peremWers end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Wi-7177 rev. IM"015 BEFORE USE. I)c—JVi valkf lor tm- oNy WIBt Milekm connect(As. this design Is laud only ul ,,)n lrvamel(,-rs slxavn). and Is for at Individual I.vUding coinl»ncnl. not a buss sysleni. Before use. the Ixillding deslUiFei nntst vestry nn aV1 tk of 1iry a ck+sl{1 t Ixncumel tis Card Irotx riy ktcorhotolu this (feskln WNU IIx ovulall Ix1l(1 rKj desiltn Bracing Indicated Is to Ixeveni 1xv-klit0 of lndlvkltual hiss Web arxi/or chord nterviLmis only Acklllbrtal tem) army axf laenncment Ix(r_bt0 MiTek' IS (aIWOYs IegUfred ICA Sl(li-4111y and IU I)fevenl colkx>se Wlth l)ossUAe IMarSUrlal IF*RY anal ptO1)etlY (Jalt(VJOe Fa (xarxawl Otddatce re(Iadlm(I ttte fol)tkallon, storage. delivery, erecllon (x1(1 biocIng of Inmos (axf Inks systems, so aANSI/1PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information ovalloNe Worn kuss Bate Institute, 218 N. lee Sueel. Sulle 312. ArexaWrio. VA 22314 Tempa. FL 33610 Job Truss Truss Type Oly plywpollo Tt2304762 wPot 10 A01 Hip Gudet t t Job Reference (optional) aunaers rnslaource, renipo. . _ ..-_n._ __....... _.. ...___...__. -.._ ..._ --- - -- - -- — _ _ _ I D:4xiZSyO5pnperCOHMLI Og 1 z PB36-IkGNdeN UHpirYOnUkEiBOUr4nSArrBX7r4 PsDSyRvON NOTES - 9) Hanger(S) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 Ib down and 214 Ib up at 7-0.0, 87 Ib down and 122 Ib up at 9-0-12, 87 Ib down and 122 Ib up at 11.0.12, 87 Ib down and 122 Ib up at 13.0.12, 87 Ib down and 122 Ib up at 15.0.12, 87 Ib down and 122 Ib up at 17.0-12, 87 Ib down and 122 Ib up at 19-0-12, 87 Ib down and 122 Ib up at 21-0.12, 87 Ib down and 110 Ib up al 22-4-0, 87 Ib down and 122 Ib up at 23.7-4, 87 Ib down and 122 Ib up at 25-7-4, 87 Ib down and 122 lb up at 27-7-4, 87 Ib down and 122 Ib up al 29.7.4, 871b down and 122 Ib up at 31-7-4, 87 Ib down and 122 Ib up at 33-7.4, and 87 Ib down and 122 Ib up at 35-7-4, and 173 Ib down and 214 Ib up at 37-8-0 on top chord, and 309 Ib down and 142 Ib up at 7-0-0, 65 Ib down at 9-0.12, 65 Ib down at 11.0.12, 65 Ib down at 13-0.12, 65 Ib down at 15-0.12, 65 Ib down at 17-0-12, 65 Ib down at 19.0-12, 65 Ib down at 21-0-12, 65 Ib down at 22-4.0, 65 Ib down al 23-7-4, 65 Ib down at 25-7-4, 65 Ib down at 27-7-4,651b down al 29-7.4, 65 Ib down al 31.7.4, 65 Ib down al 33.7.4, and 65 Ib down al 35-7.4, and 309 Ib down and 142 Ib up at 37.7-4 on bottom chord The designtselection of such connection device(s) Is the responsibility of others 10) In the LOAD CASE(S) section, loads applied to the face of the Iruss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (pit) Vert, 1.4=-54, 4-12=-54, 12-15=-54, 27-30=-20 Concentrated Loads (lb) Ven: 4=-126(B)7=-87(8)12=-126(8)25= 309(B)6= -87(8)22= -41(8)8= -87(8)20= -41(8)9= -87(8)17= -309(B)33= -87(8)34=-87(8)35=-87(8)36=-87(8)37=-87(B) 38=-87(8) 39=-87(B) 40=-87(B) 41=-87(B) 42=-87(B) 43=-87(B) 44=-41(B) 45=-41(B) 46=-41(B) 47=-41(B) 48=-41(B) 49=-41(8) 50=-41(B) 51=-41(B) 52=-41(B) 53=-41(B) 54=-41(B) 55=-4 1 (B) 56=-41(B) WARNING . 11or1/y doafgn parametria and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MIP -7473 rev. IGVW0fS BEFORE USE. I)Lslgn valkJ la use only wllh Mllekm conm-ctois. lids deskp) Is Ixised ally ul.hit Ixtramelas slwvnt. aril Is lot cat IPOlvlcluol 1 vrOcllrtg coini ononl, nor o Inns system. lielore use. lite Ixdldlng ckrsl0ixn ental vedly the lNoix;dy incotlx4ole Iltb Baskin Inlo llw Overall lxdlcling design t4ctchU bxllCalecl Is to IHevenl Ixtckllrtg of Irxilvkllral buss web and/a cl»rcl meinlx:rs only Addillowil lei npoiaiY cnd pennononl lAocilgl MiTek' k always iecRdied loi slalllllly aitU Io I>tevenl cdlctpse wllh Ixmll le Ixirsoitd lrtkaY aril l-+ol-r;ily UanaOi: ra gel elol ytldance lo(Kiiding line Iobk;olkxt. slaage. cleMay, aectlun atxl VAOC11V of KOWA incl WAS systema scicANSI/IPI I Quality Criteria. DSB-69 and BCSI Building Component 6904 Parke Eost Bbd Safety Information OwAlalAe Iran buss Rate Insllbde. 218 M lee Street. Salle 312. NexcxxJrk), VA 22314 Tarnpa FL 33610 Job Truss Truss Type oty 3 CSI. DEFL. in 10 PLATES GRIP TCLL 20.0 rly TC 036 Verl(LL) 0.46 A02 Hip 1 1bPollo047871233wPo110 Veil(TL) -0.82 16 >653 180 MT20HS 187/143 BCLL 00 ' Rep Stress Incr YES Reference (optional) omioe s rnsrwwce. ,an9a. r,am wy, ..._ __.._ __ .. _. --.. . _a- . ID:4xIZSyO5pnperCOHML 1 Og 1 z P836.6udethSFItV')GLEd4Upbd15EzIKGFwO?D?sAO5yRVOH t•0- 4-8.14 9.0-0 15.8.14 22.4-0 28.11.2 35-8-0 39.10-2 44.8-0 45.8 0-0 4-9.14 4. 2.2 6.8.14 6.7-2 6-7-2 6.8-14 4.2.2 4.9.14 f-0.0 5.00 FIT 6x8 = 5x8 = 20 II 5x8 = 4 5 6 7 5x8 = 6x8 = 8 9 20 14:0-4-0.0-2-2).19:0-4-0.0-2-21 D, --OW vdkf lot tree oNy vAth Mllek7,1 conneclors Ills tleslgn h IwscKl only ul.hrl Paanelas srx>vm mx7 k lei an k WlNtkral Ix1Yc1b1Ll canl>alenl, 1b1 txq v 3 CSI. DEFL. in 10 Scale = 1 81.6 11 eI 12 V a 19 t8 17 16 15 14 13 1.5x8 STP= 5x8 4x10 MT20HS = 5x8 2x4 II 5x8 1 50 STP= 4x6 = 20 II 4x10 MT20HS = 4x6 = Plate 011sets (X Y)-- 14:0-4-0.0-2-2).19:0-4-0.0-2-21 D, --OW vdkf lot tree oNy vAth Mllek7,1 conneclors Ills tleslgn h IwscKl only ul.hrl Paanelas srx>vm mx7 k lei an k WlNtkral Ix1Yc1b1Ll canl>alenl, 1b1 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 036 Verl(LL) 0.46 16 >999 240 M720 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Veil(TL) -0.82 16 >653 180 MT20HS 187/143 BCLL 00 ' Rep Stress Incr YES WB 0.53 Horz(TL) 0.18 11 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -M) Weight: 278 Ib FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-8.15 oc puffins 4.7,7.9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7.0.13 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpl 5-19,8-13 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1707/0-8-0,11=1707/0-8-0 Max Horz2=96(LC 14) Max Upldt2=-711(LC 6), 11. 711(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3846/1649, 3-4=-3564/1532, 4-5=-3295/1459, 5-6=-5117/2355, 6-7=-5117/2355, 7-8=-5117/2355, 8-9=-3295/1459, 9-10=-3564/1531, 10-11=-3846/1649 BOT CHORD 2-19=-1475/3532, 18.19=-2019/4673, 17-18=-2019/4673, 16-17=-2019/4673, 15.16=-2008/4673, 14-15=-2008/4673, 13.14=-2008/4673, 11-13=-1446/3532 WEBS 3-19=-307/300,4-19=-393/1099,5-19=-1659/817, 5-16=-364/576, 6-16=-342/286, 8-16=-365/576,8-13=-1659/817,9-13=-393/1099,10-13=-307/300 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VLIit=140mph (3 -second gust) Vasd=108mph; TCDL=4 2psf; BCDL=5.Opst; h=1511; Cat. Il; Exp C; Encl., GCpi=0.18, MW FRS (envelope) automatic zone and C -C Interior(1) zone; cantilever left and right exposed; end vertical lett and right exposed;C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members 7) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 711 Ib upllll at joint 2 and 711 Ib uplift at joint 11 8) "Semi-rigid pllchbieaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNING • Verify design peromorers and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rov 161IMIS BEFORE USE. D, --OW vdkf lot tree oNy vAth Mllek7,1 conneclors Ills tleslgn h IwscKl only ul.hrl Paanelas srx>vm mx7 k lei an k WlNtkral Ix1Yc1b1Ll canl>alenl, 1b1 a buss syslern. tielow f6e, Ilte IxdkAn(l c1eslLllyn 11111s1 verify flv-- c11AAk=dAlly of doskln Ixuamefefs aryl Ixolxaly ky;oq>ulule tills deskfn kilo fly; ovelcdl is Ixreklirttl IrxflWUual buss wol> cholcl n1en11>e1S only. AdcStloncA Imnry,>rary cnyl Ixiunaly:nt Ixcrlrxl WOWItA1dlrEldus10ntllcicingtncllclfedtoIxevenlof (31x1/a Is dways iw_jldled for stalAlly and to pievenl cotlq>se wllh possb10 nelsonal Intiny and l)[otx:fly clamgle. for 9a1e1al pukknce iegcndrttl tIw 6904 Park* East Bbdlahlk:all n. skocKle• ck:llvery, electlon aril Lxcx:kttl of Inlsses and likin systems. souANSI/TPII Quality Crilerla, DSB-69 and SCSI Building Component Tampa. FL 33610SafetyInformationovdlal-Ae Iran buss Male Institute. 218 N. Loo Street. Sidle 312. Nexarvltia VA 22314 Job Truss Truss Type oty ply wpollo I/deli Ud TCLL 20.0 Plale Grip DOL 1.25 712304784 wPolto A03 Hip t 1 Lumber DOL 1.25 BC 0.29 Ven(TL) 0.77 15.16 697 Job Reference (optional)__ cumersr sizmurce. oanpa. Irani r,ay, rrOrrOB JJ i v -,v. , V -,s cv,r n„rv",r,vva„va. .,,,. ,..v w, •ova+, cr cv., ,,,eo . ID 4xiZSyOSpnperCOHMLIOg1zP836•a4B051StezesiVpgeCKgAydHVHgT JV9StcjyYyRvOG 1.0.0 5.9.14 11-0.0 18.7-4 26-0.12 33.8.0 38.10.2 44.8.0 45.8.0 i-0-0 5.9.14 5.2.2 7.7.4 7.5-8 7-7-4 5.2.2 5.9.14 1-0-0 Scale = 1.81 6 5x8 = 5.00 FIT 4 2x4 I 3x6 = 3x8 = 5x6 = 5 246 7 6 3x4 i 30 3 9 2 t0 t , tt 19 18 17 16 15 14 13 12 1.54 STP = 2x4 1 4x6 = 5x8 = 5x8 = 20 II 5x8 = 5x8 = 2x4 II 1.5x8 STP= 4x6 = 44 = LOADING (pst)SPACING- 2.0.0 I CSI. DEFL. In (loc) I/deli Ud TCLL 20.0 Plale Grip DOL 1.25 TC 088 Ven(LL) 0.41 15-16 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Ven(TL) 0.77 15.16 697 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.15 10 rVa IVa BCDL 10.0 Code FBC2014rrP12007 Matrix -M) LUMBER - TOP CHORD 2x4 SP No 2 'Except' 4.6. 20 SP M 31, 6-8: 2x4 SP No 1 BOT CHORD 2x6 SP M 26 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1707/0.8-0, 10=1707/0-8.0 Max Horz 2=- 11 8(LC 15) Max Uph112=-704(LC 10), 10=-704(LC 11) PLATES GRIP MT20 244/190 Weight 261 Ib FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7.10.0 oc bracing. WEBS 1 Row at midpl 7-16,7-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3847/1524, 3-4=-3354/1418,4-5=-400011807, 5-24=-4000/1807,6-24=-4000/1807, 6.7=-4000/1807, 7-8=-3067/1349, 8.9=-3345/1413, 9.10=-3861/1524 BOT CHORD 2-19=-1426/3521,18-19=-1426/3521,17-18=-I 168/3056,16-17=-1168/3056, 15-16=-1631/4013, 14-15=-1631/4013, 13-14=•1631/4013, 12-13=-1315/3523, 10-12=-1315/3523 WEBS 3-18=-524/343,4-18=-89/443,4-16=-557/1212, 5-16=-431/365,7-16=-244/253, 7-15=0/305,7-13=-1217/564. 8-13=-306/947,9-13=-535/349 NOTES - 1) Unbalanced roof live loads have been considered lot this design 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL=5 Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18, MW FRS (envelope) automatic zone and C -C Interior(1) zone, cantilever left and right exposed; end vertical tell and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 704 Ib uplllt at joint 2 and 704 Ib uplift at joint 10. 7) "Semi-rigid ptichbieaks including heels" Member end fixity model was used in the analysis and design of this truss WARNING . Vedy doslyn paremeters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE NA -7473 rev. laV3Q0IS BEFORE USE. D--sign valid roi rise orlly wIB1 Mllek®collneclois. lids design Is basr.-cl only ulna Ixncnnelers stwvm. anJ Is for an 4x11vkAtul Lu4JiiKI ccAnlxx enl. riot o truss SYSlem Kilow tm-. the IxAJlnu designer inusl verify Chu air,AlcolAlty of design 1xiiamelers and lAoMYily 6x:olpoiole this ckrslgn Into the overall Ix4ldng ckrslgn LVOchg Irxlk:alt cd Is to IxI'V(4)l Wckling of lixlivkkxrl Inrss web c1nc1/oi clwrcl inenlbers oNY MiTek' 6 dwoys iegidrod Wr sblNllly aril to Ixevent cd101no wllh possll le Ix=rsorxll 61knY ani prolxrrlY clannge ra genchal glldax:e reyOrding Bio fab it :olkm, sloicrge. dellwny. erctalon and I nocing of Musses and buss sysleins, se ANSI/1PI1 Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke Eost Blvd Safety Information avdlalAe Morn Muss Mole Institute. 718 N. lee Street. Suite 312. Atexandrlu. VA 22314. Tempa. FL 33610 Job Truss Truss Type oty PlyWPO110 Plate Grip DOL 1.25 TCDL 70 Lumber DOL 125 712304785 WP0110 A04 Hip 2 1 Code FBC2014lrP12007 Weight: 233 Ib BRACING - Job Reference (optional) Builders FastSouice. Tempa. Plant CAy, Fonda 33566 7 640 s Aug 16 2017 MiTek Industries. Inc Thu Oct 19 09 4726 2017 Page 1 ID:4xiZSyO5priperCOHML 1 Og 1 zPB36.3HIOINT V PGmiVeOOCvs3lAASwhsL)rTtgJLHV_yRvOF 1-0.0 6.9.14 13.0-0 19-3.4 25.4.12 31.8.0 37.10.2 44.8.0 45.8-0 2.21-0.0 6.9-14 6.2.2 t 6.3.4 6.1.8 6.3.4 6. 6.9.14 1 -0.0 Scale = 1:81 6 5x8 = 20 II 3x8 = 34 = 5x6 = 5.Oo /2 4 5 26 6 7 8 19 3x8 = 2x4 II 14 18 it 16 15 1. 13 3x4 = 3x8 MT20HS = 3x8 = LOADING (psf) SPACING- 2.0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 70 Lumber DOL 125 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014lrP12007 LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 20 SP NO.2 WEBS 2x4 SP No.3 REACTIONS. (lb(slze) 2=1707/0-8.0, 10=1707/0.8.0 Max Horz2=137(LC 14) Max Upldt2=-704(LC 10), 10=-704(LC 11) 20 11 3x8 MT20HS = 3x8 = CSI. DEFL. in (loc) I/dell Vd PLATES TC 0.84 Ven(LL) 0.4315-16 >999 240 MT20 BC 0.96 Vert(TL) 0.8615-16 >625 180 MT20HS WB 0.49 Horz(TL) 027 10 n/a Ma Matrix -M) Weight: 233 Ib BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 1 Row at midpi 6-13 FORCES. (lb) - Max. Comp./Max. Ten. - All lorces 250 (lb) or less except when shown. TOP CHORD 2-3=-3543/1375, 3.4=-3025/1241, 4-5=-3271/1446, 5.26=-3271/1446, 6-26=-3271/1446, 6.7=-2751/1191, 7-8=-2751/1191, 8.9=-3025/1241, 9-10= 3542/1378 BOT CHORD 2-19= 1294/3206, 18-19=-1294/3206, 17-18=-978/2739, 16.17=-978/2739, 15.16=-1233/3271, 14.15=-1233/3271, 13.14=-1233/3271, 12-13=-1159/3205, 10.12=-1159/3205 WEBS 3-18=-531/360, 4-18=-93/417, 4-16=-367/828, 5-16=-355/297, 6-13=-81 7/364, 8-13=-255/823, 9-13=-531/362 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opst; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C -C Interior(1) zone; cantilever left and right exposed; end vertical tell and right exposed,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) Ali plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent wilh any other live loads. 6) ' 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 lit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 704 Ib uplift al joint 2 and 704 Ib uplift at joint 10. 8) "Semi-rigid prichbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 3x8 = GRIP 244/190 187/143 FT=0% WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE W7473 rev. IM11015 BEFORE USE. D(-Jg)volkl for tAe c"y vAlh Mllek49 conn-ctors IIAs design b Ix>s¢c1 oily ul-fin I>;x(xnel¢is shovel. cnxJ Is la (An InUlvldual IriBcfhng con qx>i x;nl, twl a buss syslein. Berge tee, Ilse 1>tAlc9np ck:slgnei i ntrsl veAty the c1q>I o1,11N of design li.uanieleis incl 1>tulx'dY trlcuilwiote tlnh cleslgn Into IMt ov¢idl Ixik9iig dcslgn. lecr_bng bndk:oled Is lar I>ieveM Ixickling of IncflvlUtwl buss wuU aril/a ctnid m¢mi>eis uidy. AcklltlaxA leinlx>rrny tenet pxnnrnxunl 1licrhig WOW k cdwoys iecwhed lot staNilly arvJ to prevent coll(4>se- with possble pelsoixil b*nY (xx1 pI0perly danoge. FOr getluial gtAdax:e iegatc9ng ttw 6904 Parke East BlvdlolAlcolk>n. sluioW. (fenv(ny, eiecflon orxl 1 xach-Ki of busses ono bins systems, soeANSI/1711 Quality Cdledo, DSB-89 and BCSI Building Component Tampa. FL 3300SafetyInformationov(Ak)l>le born Inrss Plate Institute. 218 N. lee Slieel. Supe 312. Alexancldo. VA 22314 Job Truss Truss Type otyIwP01f0 PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 090 Vert(LL) 0.36 15 >999 240 712304786 W P0I I0 A05 Hp I 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(TL) 0.26 10 n/a We Job Reference (optional) Builders FnsiSotnce. Tempo. Plain City, Fonda 33566 7 640 s Aug 16 2017 MiTek Indusmes. Inc Thu Oct 19 09 47 27 2017 Page I ID 4xiZSyO5pnperCOHMLIOglzPS36-XTJmWIU89auZ7ozCmdNIFNIcm4B7SDbSvz5g10yRvOE Hoo 7.8.14 15.0.0 22.4.0 29.8.0 36.10.2 44.8-0 45.8.0 0.0 7.9.14 7.2.2 7.4-0 7.4-0 7.2.2 7-9.14 1-0-0 5 DD F12 5x8 = 2x4 11 5x8 = Scale = 1:83.2 19 10 t7 10 [o 15 c1 14 " 12 3x8 = 2x4 11 3x8 MT20HS = 3x4 = 3x8 = 30 = 3x8 MT20HS = 2x4 I I 3x8 = 3x8 MT20HS = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 090 Vert(LL) 0.36 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1 25 BC 0.92 Ven(TL) -0.75 14-15 >718 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(TL) 0.26 10 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix -M) Weight: 226111 FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied 4-5,7-8. 20 SP No 1 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib(size) 2=1707/0-8-0,10--1707/0-8-0 Max Horz2=157(LC 10) Max Up1dt2=-702(LC 10), 10=-702(LC 11) FORCES. (Ib) - Max. Comp./Max Ten -All forces 250 (111) or less except when shown TOP CHORD 2-3=-3506/1343,3-4=-2861/1099,4-5=-2782/1121, 5-6=-2910/1247,6-7=-2910/1247, 7-8=-2782/1121,8-9=-2861/1100,9-10---3506/1345 BOT CHORD 2-19=-1272/3166, 18-19=-1272/3166, 17.18=-1272/3166, 16-17=-880/2576, 16.26=-880/2576, 15-26=-880/2576, 15-27=-821/2576, 14-27=-821/2576, 13-14=-1117/3166,12-13=-1117/3166,10-12=-1117/3166 WEBS 3-19=0/275, 3-17=-665/433, 5-17=-109/492,5-15=-309/601, 6-15=-448/380, 7-15=-309/601, 7-14=-109/492,9-14=-665/435.9-12=0/275 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=140mph (3 -second gust) Vasd=108mph, TCDL=4.2pst; BCDL=5 Opsf; h=15ft; Cat 11; Exp C, Encl., GCpt=0.18; MWFRS (envelope) automatic zone and C -C Inlenoi(1) zone; cantilever tell and right exposed; end vertical left and right exposed;C-C for members and lorces & MWFRS for reactions shown, Lumber D0L=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed lot a live load o1 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opst. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 702 Ib uplift a1 joint 2 and 702 Ib uplift at joint 10. 8) "Semi-rigid pilchbieaks including heels" Member end fixity model was used in the analysis and design of this truss WARNING • Verlry dosign paramofors and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE W7473 rev. 160312015 BEFORE USE. wtgeslgitvalidfortrwoNywllhMIIek0corxleclaisIris (16-Agn Is Ixned only ul:-r) Ixnamelem slwwlt. alxl is to cr1 kxllvkrtKd Imildlrtp cornlxA ounl. twtainnssysle+n. Fk laic trse. Ihu IxAk9ilp ckrsigtx nursl vt dN the ahl Ak:ahYlry of ck sign linanieluis arxl Irolxnly Yx ugwiatu Ails cR lgn Into IIx: uverall bvl1c9t1g design Iiicictng irKilcolea h Io Ilrevcnl Ixickllrlg of hx11vk1tKil bussweb caK1/or etxxciutetnlx ts oily. Acfc9lbrwl Ichnixruiy ena Ixnmaix:nl l>f<r--.Ing WOW Is Olways tecitAted lei siclbltlly and to prevent collapse wllh posslAu poisonal b*ny arx1 piolx%uy dcrinooe. for genercA gtrkknce ieWc1no the 6904 Parke East BbdICA-Alcallon. slotage. dellvwy, eieellon arx11 xacblp ul 11IMrs (UK) buss sysiums, sue-ANSI/T1011 Quality Criteria, DSB•89 and BCS1 Building Component Tempe. FL 33610SafetyInformationow"Ae train buss Plole Institute. 218 N. Lee Sbeel. Sulle 312, Alexarxdila. VA 22314 Job SPACING- 2.0.0 runs ype Qty Ply wPOtto712304787 TCDL 70 Lumber DOL 1.25 BC 0.96 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 wPol1o Truss Hip 2 1 TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 Job Reference (optional) Builders Fasl5ource. Tampa. Plans Lorry. 1-101108 335060» ^tea , mow„ ^,, ^ , _>, .n. - - • _qo • IDAxiZSyO5pnperCOHML 1 Og 1 zP836-?tt9l3VmwuDOkyYPJKuXobFtYUW IBIbbBdgNZtyRvOD 1.0- 6.1.3 11.6.10 17-0-0 22.4.0 27.8-0 33.1.6 38.6.13 44.8-0 45.8.0 0-0 6-t-3 5.5.6 5.5-6 5-4-0 5.4-0 5.5.6 5.5.6 6.1.3 1-" 5x6 = 5.00 t 2 3x8 = 5x6 = Scale = 1:83 2 3x8 = 14 ev 1-o 18 a 17 " 16 „' ._ 3x4 = 34 MT20HS = 3x8 = LOADING (psi) SPACING- 2.0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 TCDL 70 Lumber DOL 1.25 BC 0.96 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 BCDL 100 Code FBC2014/TPI2007 Matnx-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1707/0-8-0,12=1707/0-8-0 Max Horz 2=- 1 76(LC 11) Max Upl1112=-698(LC 10), 12=-698(LC 11) 2x4 11 3x8 = 3x4 3x8 MT20HS = DEFL. in (loc) I/dell Ud Veit(LL) 0.33 17 >999 240 Ven(TL) -0.77 14-16 >697 180 Horz(TL) 025 12 rda Na 3x8 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 244 Ib FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 1 Row at midpi 7-18,7-16 FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250 (Ib) or less except when shown TOP CHORD 2-3=-3557/1416, 3.4=-3334/1296, 4-5=-3282/1308, 5.6=-2658/1047, 6.7=-2409/1017, 7-8=-2409/1017,8-9=-2658/1047.9-10=-3282/1309, 10-11=•3334/1297, 11-12=-3557/1418 BOT CHORD 2.20— 1378/3223,19.20=-1104/2848,18.19=-1104/2848,18-27=•784/2548, 17.27= -784/2548,17-28=-784/2548,16-28=-784/2548,15.16=-929/2848, 14-15=-929/2848,12.14=-1204/3223 WEBS 3-20=-265/290, 5-20=-115/422, 5-18=-605/423, 6-18=-241!741, 7-18=-403/240, 7-16=-403/239, 8-16=-240!741, 9-16=-605/423, 9-14=416/422, 11.14=•265/291 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=5.Opst; h=1511, Cal. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) automatic zone and C -C Interior(1) zone; cantilever telt and right exposed; end vertical telt and right exposed;C-C for members and lorces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads 6) ' This truss has been designed lot a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 698 Ib uplill at joint 2 and 698 Ib uplilt at joint 12. 8) "Semi-rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss WARNING -Varity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MP -7473 rev. IWD3R015 BEFORE USE Design valkl lot the only with MI IekO connectors. Rtls design Is Ixned orgy til -A) I>:nafnelefs sWwn. atxl Is lot an kxllvIcAml LuYdirt(t component. i o tuns syMem. Below tne. rhe I xilldlr-KI desi(rnar nnrsl vorily, lll0 oh111IculARy of (It -sign 1xx1731 neiors (xxl I nol:wrly Incalwtole Ihb design Into the overall IxA(Irtg lesion H(r_kly Irxlbated h to Irevenl IvrcNbtg of Irx11vk1txtl Inrss weU 81-x1/a chord metnheis oNY. Addlibrxx teinlxx(iry8x1 I>-Nlncinent i)r(r_I o MiTek• Is aiwoys 10(8dred for slublllty (11x1 to pievenl collapse vAlh possible Imisorwl Atltny axl I)(olxrly Cbnlage. for gerx:rai gtrklance rtrg(nding lite Idlrk:aib#1 sloi(rgo.(lellvory, erucilcm ane/ hoeing of htiites and inns syslorns. seaANSI/TPI I Quality Criteria, DSII -89 and IICSI Suliding Component 6904 Parke Easl Blvd Solely Intormation avdlalA(tkoin atm Nolo Inslilule. 218 N Ire SOe,.-I, Stine 312. Nex(nxli a. VA 22314 Tompa. FL 33610 Job Fuss Truss Type Qty PlyP0110 loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 T12304788 WPO110 A07 Hip 2 1 Lumber DOL 1.25 BC 0.94 Verl(TL) -0.70 16.17 >767 180 MT20HS Job Reference (optional) Buildeis FuslSOuice. Tempo. Plant City, Florida 33566 r 04V s Aug 10 eV1 r mn ex mausaies. me i nu Cci is Ve 47 to 20 r r rage i ID•4xiZSyO5pnperCOHML 1 Og 1 z P836-TrOxwOVOhBBHM67bt2PmKooyGulMwCSIMHax5JyRvOC 1-0-0 6.8.3 12.10.10 18.0-0 25.8-0 31.8.6 37.10.13 44-8-0 45.8.0 1.0.0 6.9.3 6.1.6 i 6.1.6 6 8-0 6-1.6 6.1.6 6.9.3 -0-0 5x8 = 500 12 27 5x6 = Scale = 183.2 3x8 = 20 19 ie 17 CV 16 " 14 13 20 1 3x4 = 3x8 MT20HS = 30 = 3x8 = 3x8 MT20HS = 30 = 12 0 2x4 1 3x8 = LOADING (psl) SPACING- 2.0.0 CSI. DEFL. In loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Verl(LL) 032 17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Verl(TL) -0.70 16.17 >767 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(TQ 0.26 11 rVa n1a BCDL 10.0 Code FBC2014lrP12007 Matrix -M) Weight, 244 Ib FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing WEBS 2x4 SP No 3 WEBS 1 Row at midpl 5-17, 6-16, 8-16 REACTIONS. (Ib/size) 2=1707/0-8-0,11=1707/0-8-0 Max Horz2=196(LC 14) Max Upl1112=-695(LC 10), 11=-695(LC 11) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3542/1345, 3-4=-3057/1159,4-5=-2998/1176, 5.6=-2476/963, 6.27=-2233/945, 7-27=-2233/945,7-8=-2477/964,8-9=-2998/1178,9-10=-3056/1160, 10.11=-3543/1349 BOT CHORD 2-20=-132313204,19-20=-1323/3204, 18-19=-1033/2767,17-18=-1033/2767, 17-28=-693/2232,16-28=-693t2232, 15-16---839/2767.14-15=-839/2767, 13.14=-1131/3205, 11-13=-1131/3205 WEBS 3-19=-498/320, 5-19=-77/405, 5-17=-7221455.6-17=-233(609, 7.16=-181/596, 8-16=-721/456,8-14=-78/405,10-14=-499/323 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psl; BCDL=5 Opsf: h=1511; Cat 11; Exp C; Encl , GCpl=0.18; MW FRS (envelope) automatic zone and C -C Intenor(1) zone; cantilever left and right exposed, end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcuirent with any other live loads. 6) ' This truss has been designed lot a live load of 20 Opsl on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opst. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 Ib uplift at joint 2 and 695 Ib uplift at joint 11 8) "Semi-rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. WARNING- Verily doOgn poremeters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI67473 rev. 109MIS BEFORE USE Design vcAkl loi use oNy w11h MIIVkO conrxrclots o htim syslem NAote tise. 11x. btildbyg ckrJUtxo nitrsl vedry 11x; c1gM1cobelly or (li-Jon Ixllnimlom and lAOp ally 6icimpumle this ck..sign Into Itio ovcredl 11lock Inctkalecf Is to txick 1I'K) hxtivkltKA truss web cxxl/oi clxxcl memlxtis only AdcB11oncil IefnlxNary text pennonenl bicicklg WOWIxAlclilgc"Un ll pievcml of k always iccTuketl pa slolAllly wW to pievenl cullaxe with IrnsYAo Ixiisaxtl kytey cnxl Irolxily clamaye ra yeix:ial gtdclarx:e ic(Tcxding iM; 6904 Pmke East Blvd. Icxnlcollon. stofaUc. dollvery. eieclion oncl l Wack>(r VI inrsxss cxxl utisssystems. secANSI/TPI1 Quality Criteria. DSB-89 and BCSI Sullding Component Tamps. FL 33610SafetyInloneallonavdtulAcaanInarPlaleInsfgule. 218 N. Ice Sheet. Salle 312. Alexatxfrlo. VA 22314. Job russ I russ I ype Oty Ply WPOI10 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 Trz3o47ee W POI I O A08 HrP 2 Lumber DOL 1.25 BC 0.92 Ven(TL) -073 17.19 >737 180 MT20HS Job Reference (optional) Builders FnslSource. Tempa, Plant City. Florida 33566 7 640 s Aug 16 2017 MiTek Industnes. Inc. Thu Oct 19 09 47.30 2017 Page 1 ID:4xtZSyOSpnperCOHMLIOglzP836-x2_v8kWOSVG8GhnRlvPIOKBCIDsfcWubxJUelyRvOB 1-0• 7.5.3 14.2.10 2t-0 23.6-0 30 0.5.6 37.2.13 44-8-0 45.8.0 1 7.5.3 6.9.6 6.9.6 2.8.0 6.9.6 6.9.6 7.5-3 1.0.0 5.00 TF 5x8 = 5x6 = 6 27 7 Scale = 1.83.2 20 19 113Z 17 16 rnra 14 13 3xB = 20 II 3x8 MT20HS = 3x4 = 3x8 = 3x4 = 2x4 I axe = 3x4 = 3x8 MT20HS = LOADING(psl) SPACING- 2.0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 063 Ven(LL) 0 33 17-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Ven(TL) -073 17.19 >737 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Inci YES WB 0.61 HOiz(TL) 0.26 11 We We BCDL 10.0 Code FBC2014lrP12007 Mainx-M) Weight- 253 lb FT = 046 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.6.8 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing WEBS 2x4 SP No.3 WEBS 1 Row at midpi 5-17,6-16,8-16 REACTIONS. (Ib/size) 2=1707/0-8-0,11=1707/0-8-0 Max Horz2=215(LC 14) Max Upl 112=-692(LC 10), 11=-692(LC 11) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3513/1318, 3-4=-2951/1106, 4.5=-2824/1120. 5-6=-2292/887, 6-27=-2053/874, 7-27=-2053187417-8=-2294/888,8-9=-2823/1121.9-10---2950/1107, 10.11=•3514/1321 BOT CHORD 2-20=-1310/3172, 19.20=-1310/3172, 18.19=-978!2664, 18-28=-978/2664, 17.28=-978/2664, 16.17=-596/2050, 16-29=-763/2663, 15-29=-763/2663, 14-15=-763t2663,13-14=-1098/3173,11-13=-1098/3173 WEBS 3-19=-576/365, 5-19. 85/466, 5-17=-824/510, 6-17=-284/617, 7-16=-242/620, 8-16=-821/510,8-14=-85t464,10-14=-577/368, 10.13=0/250 NOTES - 1) Unbalanced roof live loads have been considered tot this design 2) Wind- ASCE 7-10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psl; BCDL=5.Opst; h=1511; Cat. It; Exp C, Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C -C Interior(1) zone; cantilever tell and right exposed; 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 3) Provide adequate drainage to prevent water ponding 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 fall by 2-0.0 wide will tit between the bottom chord and any other members, with BCDL = 1 O.Opsl. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 692 Ib uplift at joint 2 and 692 Ib uplift at joint 11. 8) "Semi-rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. WARNING -Verily design jawamefors and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M*7473 rev. f0'03W IS BEFORE USE. Ikslgn valid ra use oNy wllh MIIekPD conrxeetos. Ills aa.sltln b Iwu-xl ody ulwn I.•;xanelcts slgvnn. oxl Is lot n1 Ic1lNakral I.u0clhKf cot npnnenl. rwl o Miss syslein D'A'Au trse, the I xdkfiKT closkjnui must verify IN-- opinllculAlty of cluslOn 1-010neters cxxl proix:dy hcolxnol: this ck.•sign Into the Owl, Irxlloalecl Is to buckllKl Indlvk Imss web (incl/or ctvwd munl.,ets (mnly Acldlllotxd lompo ny anti pemcax;ni blalcing WOWIxNcSrK1desl0n. Wocho pevenl el txd 6 c4woys rea>tdrocl to s1alNllly aril k I>tovent collapse wllh I`yble lx:rsorxil hpnY and golx%rty cfaxnagfa; fa Oerwral 0lridax:e reOaraDrKl ifx; 6904 Parke East Blvdfalxklofkxt, slorcK)e, clellveiy. erecllon circ$1>raclrKl of Inisses anal Iuss sysleins, u:eANSI/TPI l Dually Cdleila. DSB•89 and BCSI Building Componenl Tampa. FL 33610SafetyInformationavailablehonpussRuleInstitute. 216 N lee Shc+ei. Sulle 312. Alexarxlda. VA 22314. Job ITruss Truss Type Oly Ply WP0110 loc) I/dell Ud PLATES GRIP TCLL 200 712304790 W P0110 A09 Common 7 1 MT20 I TCDL 7.0 Lumber DOL 1.25 Job Reference (optional) Builders FnslSource. Torritio. Plant Cny. Florida 33566 /.o4V s Aug 1 G eV r / mn eK mousmes. me I nu v , I. yr q r - cv i i 9n , ID:4xrZSyOSpnpciCOHML1OglzP836•PEYHL4XeDpO?bOG ?SREODtKk1ZEOIT1gb32AByRvOA 1-0-07.10.9 15.1.4 22-4-0 29.6.12 f 36.9.7 44.8.0 45•8- 0.0 7.10.9 7-2.12 7.2.12 7.2.12 7.2.12 7.10.9 1.0-0 5x6 = 500 12 Scale = 1.80.1 3x8 = 19 10 17 ra CO 15 c1 14 12 2x4 II 3x8 MT20HS= 3x4 = 3x8 MT20HS = 3x8 = 30 = 3x8 MT20HS= 2x4 I 3x8 = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 200 Plate Gnp DOL 1.25 TC 0.71 Ven(LL) 033 17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Ven(TL) -0.72 15-17 >744 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 HOrz(TL) 0.26 10 n/a rVa BCDL 100 Code FBC2014lrP12007 Matrix -M) Weight: 233 Ib FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc pudins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.1.15 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at micipt 7-15,5-15 REACTIONS. (lb/size) 2=1707/0.8.0, 10=1707/0.8.0 Max Horz 2=-228(LC 11) Max Upllfl2=-689(LC 10), 10=-689(LC 11) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2.3=-3492/1298, 3.4=-2874/1061, 4.5=-2803/1082, 5.6=-2189/861, 6-7=-2189/861, 7-8=-2803/1083,8-9=-2874/1062,9.10=-3492/1300 BOT CHORD 2.19=-1298/3150, 18.19=-1298/3150, 17.18=-1298/3150,16-17=-940/2587, 16-26=-940/2587,15-26=-940/2587, 15.27=-712/2587, 14.27=-712/2587, 13.14=-1073/3150, 12-13=-1073/3150, 10.1 2=-1 07 3131 50 WEBS 6.15=-419/1267, 7-15=-865/542, 7-14=-95/484, 9-14=-632/397, 9-12=0/275, 5-15=-865/542, 5-17=-94/484, 3-17=-632/395, 3-19=0/275 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vtllt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=5.Ops1; h=1511, Cal. II; Exp C; Encl , GCpl=0.18; MW FRS (envelope) automatic zone and C -C Inlerlor(1) zone; cantilever tell and right exposed, end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed lot a 10.0 psi bottom chord live load nonconcullent with any other live toads. 5) ' This truss has been designed for a live toad of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will lit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 689 Ib uplift at joint 2 and 689 Ib uplift at joint 10. 7) "Semi-rigid pitchbieaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M*7473 rov. IND3,2015 BEFORE USE. IA•stgn valkl lot use only wllh Ml lekm conn clots INs deOgn Is Ixned only ul on r: :tarn ters shown. and Is for an Indivkrtwl ImIdinu component, Plot u buss syMent Heise trs(. IIXe Ixtll(An0 ekaskax r nnrsl volly Itx: ex l llalbllty ul ek I0r1 Inren nelus (nxl Irolxlrty 6x ahorolc tlJs duslgn Into the uver(xl wt bLalnV (festgn Nacing Indk:oled Is Io Irovenl lxrckllrl0 of Indlvkfuol tn)ssweb and/o lord ineintxsrs only MiTek• Is always requited to slal)4lly aril to p 4evenl collgne with Ixtssi Ae Ix:lsonal Wtny and Iroperly darnalle roi geneiol gukkstce rcW(Ang Iho lal)lk:olkxl. sloi(1W. (felivory. oeclion (met lwicetg of Irusses and hues systems. %wANSI/1PI1 Quality Criteria, D5111-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information availolAe born buss Plate Insitbtte. 218 N. Lou Sbeel. Suite 312. Alexa dila. VA 22314. Tampa. FL 33610 Job cuss Truss Type 0ty ly wpono LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc pulllns 5.7,7.9: 2x6 SP M 26 BOT CHORD T 1230479 WPOt10 AOlO Root Special t 1 Max Horz 2=134(LC 10) Max Upllll2=•585(LC 7), 11=-791(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Job Reference (optional) ver. r, .— --- I D,4xIZSyO5pnperCOHML t Og 1 zP836-mwglq_0627u9aMglxEOwhNH t sdoaa?G319PIuyRvOM J-0 6.7.14 12.8-0 14.4-0. 20.9.15 27.2.1 33.8.0 38.10.2 44.8-0 45.8 0-0 6.7.14 6.0.2 t•8-0' 6.5-15 6.4.3 6.5.15 5.2.2 5.9.14 1.0-0 Scale = 1:84 8 5x8 II 5 00 F12 4 6x8 = 2x4 11 5x8 = 5x8 = 6x8 = 5 6 7 8 9 2x4 \\ 3x4 3 10 N VI r 2 11 t KO L: 19 18 17 16 15 14 13 1 Sire STP= 4x6 = 5x8 = 5x8 = 2x4 I 5x8 = 2x4 I 1 5x8 STP = 4x6 = 8x10 = 4x6 = 5x8 = LOADING (psl) TCLL 20.0 TCDL 70 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stresslncr YES Code FBC2014lrP12007 CSI. TC 0.76 BC 031 WB 086 Matrix -M) DEFL. Veri(LL) Verl(TL) Horz(TL) in (loc) I/dell Ud 0.39 16-17 >999 240 0.73 16.17 >735 180 0.15 11 We n/a PLATES GRIP MT20 244/190 Weight: 283 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc pulllns 5.7,7.9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 8.14 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1707/0-8-0,11=1707/0-8-0 Max Horz 2=134(LC 10) Max Upllll2=•585(LC 7), 11=-791(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3798/1374, 3.4=-3708/1406, 4-5=-3894/1672, 5-6=-4154/1875, 6.7=-4151/1872, 7.8=-4151/1872,8-9=-3074/1481,9-10=-3348/1542,10.11=-3852/1750 BOT CHORD 2.20=-1161/3461, 19-20=-972/2876, 18-19=-1250/3548, 17-18=-1250/3548, 16-17=-1593(3972, 15.16=-1593(3972, 14-15=-1593/3972, 13-14=-1517/3526, 11-13=-1517/3526 WEBS 3-20=-325/332, 4-20=-383!703, 4-19=-1017/2245, 5-19=-1973/1017, 5.17=-457/849, 6-17=-433/343, 8-16=0/252, 8.14=-1101/515, 9-14=-359/1001,10-14=-536/344 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10: VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psl; BCDL=5.0ps1; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C -C Interior(1) zone; cantilever telt and fight exposed; end vertical left and right exposed;C-C for members and forces & MWFRS lot reactions shown; Lumber DOL=1.60 plate grip D0L=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of20.Opsl on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will lit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=lb) 2=585, 11=791. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12 14 WARNING. Verity design parameters and READ NOTES ON TNIS AND INCLUDED M/rEK REFERANCE PAGE MX7473 rev. IM11WIS BEFORE USE. Ikslgn vUld la fisc aVY vAlh Mlluk®corox:clas INs duslgn h Ixned only u1-, Ir taneturs shovm. arxf b fur a, bxllNdual IxrNdln(I canrwixrnt. not o Inas syslem Befoto tau, the 1x91c9np deskaxrt nxtsl vedly tlw oplAlcol NlN of ckesiGrt rrxan,eters and lxolx%dy V coil)-umte this desk?n kilo tlxr ovw<AI Is LYK:kllrKI tix11vkltKA nuns chord mumbeis only. Ack9florx31 lemlxxcay aid Ixrmonenl Ixm_ivvj MiTek* IxtNding ooslgn. Novi g Indicoted to Ixeveni of web taxi/or Wwoys Iexltited to slalwnv aril Io Ixevent caiq vAtn Ixtssu le t.wtsa,ol trytav arxllxoPerty datno(te rot genetcA Ottwar,ce tegadng the le,s. seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Componenttalxkotbn. storooe, (Wiveag election ctrxl 1 xaclnU of lit mu -s ctnd huts srn 6904 Parke East Bbd Safely Inlorma8on ovullable note Inas Plate Inslltule. 210 N I oe Sheet. Sulle 312. Alexcindiki. VA 22314 Tampa. FL 33610 Job Truss Truss Type Qty Ply wpollo loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 712304792 w P0110 A011 Root Special 1 1 Lumber DOL 1.25 BC 0.60 Veri(TL) -0.28 Job Reference (optional) 17 P 1 Builders FhslSouice. 7ompo. Plant Coy. Fonda 33566 7 640 s Aug 16 2017 Mi7ek Industries. Inc. Thu Oa 19 09 47 20 20 age I D:4xiZSyO5pnperCOHML 1 Og 1 zP836-E7072JPIpO?ZnjwsrflrrvwV 5GuW J3XOINuyHKyRvOL 1.0• 59.14 11.0.0 14.4.0 , 16 .4.0 , 22-9.5 29.2.11 31&0 39.10-2 44.8.0 458.0 0.0 S9•t4 S2.2 3.4.0 2.0.0 ' 6S5 SSS 6•5-5 4-2.2 4.9-14 1•0-0 5x8 = 5.00 5-2 54 = 5x12 = 3x6 = 5x8 = Scale = 1 84.8 o 12 13'; rd 3x6 = 23 22 21 20 19 t8 17 16 15 14 3x6 = 20 1 3x8 = 1 5x8 STP = 34 = 2x4 11 1.5x8 STP= 3x6 = LOADING (PSI) SPACING- 2.0.0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Verl(LL) -0.11 14.29 >999 240 MT20 244/190 TCDL 70 Lumber DOL 1.25 BC 0.60 Veri(TL) -0.28 14.29 >842 180 BCLL 0.0 ' Rep Stress Incl YES WB 0.71 Horz(TL) 0.03 12 n/a rVa BCDL 100 Code FBC2014rFPI2007 Matrix -M) Weight 238 ib FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.7.15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. WEBS 20 SP No.3 REACTIONS. All bearings 0.8.0 lb) - Max Horz2=118(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) except 2=-276(LC 10), 18=-336(LC 7), 17=-636(LC 11), 12= 333(LC 11) Max Grav All reactions 250 Ib or less at joints) except 2=606(LC 21), 18=969(LC 1), 17=1246(LC 22), 12=671(LC 22) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-899/355, 3-4=.396/188, 6-7=-158/545, 7.8=-231/659, 8-9=-231/659, 9-10=-274/233, 10-11=-744/395,11-12=-1037/585 BOT CHORD 2-23=-348!784,22-23=-348/784, 21-22=-49/319,20.21=-283/193,19.20=-283/193, 18-19=-286/192,17-18=-4731275,14-15=-186/655,12-14=-454/923 WEBS 3-22=-522/333, 4-22=-93(336, 4-21=-496/226, 6-21=-196/636, 6.18=-783/383, 7-17=-451/357,9-17=-1084/591, 9-15=-88/383,10-15=-477/217,10-14=-44/341, 11-14=-304/295 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140Mph (3 -second gusl) Vasd=108mph; TCDL=4.2psl, BCDL=5.Opst, h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C -C Intenor(1) zone; cantilever tell and right exposed, end vertical telt and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed lot a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a feclangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of mihslanding 276 Ib uplift at joint 2, 336 Ib Lrp1111 at joint 18 636 Ib uplift at joint 17 and 333 Ib uplift at joint 12. 8) "Semi-rigid pilchbreaks including heels` Member end Itxtty model was used in the analysis and design of this truss. WARNING - Verily dosrgn pararnorors and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE Mg -7473 rev. IWIWIS BEFORE USE. Design volkl roi trse silly with MllekO COFIIteclots Ihls design Is based only tr oil owls IcA on kxlMckK11 I:trYd1rX1 coinl>om-nl. 1 01 a hrrss system Belwc rix:. Itte IxrNCW1p ckrslgrx:r rmrsl vedry the cx l ikcxilllly or cknlgn lxncnnetets aril properly btcurlwtuW 11115 ck.•slgn btlo IF1e overcdl Ixgding ck/§Un BiocN Irxlk(3kxl h to lrevenl I-trekllrK) of hxllvklral lillSs web ctrxl/oiclyxd incrnlxns crtly. MiTek- Balways tecµorcxl IBI slaltlllly ax110 Ixevenl edlap5e with IYJ539JIe I,ersorwl tr1poY cnxl prol ly clrnnclge. rot goneral gukknec rcgcxdlrlg tits Intxk: atkat. slofcKlo, clellvwy, en:c lkNt aril I xoeing el iniw%enxl buss sysloins. "-ANSI/7PII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Bbd safety Information (jvdlaltle cern buss Role Institute. 218 N. Leo Shoe). Sults 312, Plexarichki. VA 22314 Tempa, FL 33610 Jab ITruss Truss Type ty 29.2.11 wpollo 37-a-0 122 HEN •-2.2 3-a-0 712304793 wP0110 A012 Pool Special Gsde,t 4.10-0 i 1-0-0 Job Reference (optional) Builders FuslSOuice• Tempe. Plant City. FI01100 33566 7 640. A.v 16 cv,. W,,, vn mw.wU,oa. ,,,.. ,,,W ID:4xiZSyO5pnperCOHML 1091 zP896-AWLS?O'rL2FH014Fz4n7YK?nu3Z3nyXIIhN3MDyRvOJ t-6 4-B•74 12.60 164.0 164.0 23.2.0 260A 32-10.0 37.60 40.142 44.60 45.6 H. 1114 4.2.2 360 360 2-40 4.10.0 4.10-0 4-10.0 4•tP0 32.2 39.14 •0• 5x8 = 2x4 II 5x8 = 5 00 12 502 = 4 5 6 o 3x6 = 2x4 1 6x8 = Scale = 1.84.8 3x6 = 3x8 = 5x6 = 29 28 27 26 25 23 24 22 21 42 43 20 1944 1845 46 17 16 3x6 = 20 1 3x8 = 1 5x8 STP= 1.5x8 STP= 3x6 = 2x4 I 3x8 = 2x4 II 3x6 = LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.0.9 oc purims. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.5.3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All beatings 0.8.0 Ib) - Max Horz 2=98(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) except 2=-303(LC 27), 21=-1186(LC 9), 14=-541(LC 9), 24=-376(LC 24) Max Grav All reactions 250 Ib or less at joint(s) except 2=659(LC 1), 21=2451(LC 20), 14=1024(LC 20), 24=535(LC 18) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2.3=-1083/452, 3.4=•704/371, 4-5=-4321353.5-6=-432/353, 7-8=-342/879, 8-36=-707/1633, 36-37=-707/1633, 9-37=-707/1633, 9-38=-310/285,10-38=-310/285, 10.39= -310/285,11.39= -310/285,11-40=-1644/938,40.41=-1644/938,12.41=-1644/938, 12-13=-1786/976,13.14=-1949/1027 BOT CHORD 2-29=-430/960, 28-29=-430/960, 27-28=-221/615, 24-25=-425/257, 23-24=-425/257, 22-23=-436/260,21-22=-1 125/570,19-20=-617/1350,19.44=-617/1350,18-44=-617/1350, 18-45=-617/1350, 45-46=-617/1350, 17-46=-617/1350, 16-17=-868/1758, 14.16=-868/1758 WEBS 3-28=-392/262,4-28=-74/280,4-27=-269/155,6-27=-284/690, 6.25=-638/287, 7-25=-267/670, 7.23=-336/302, 7-22=-649/324, 8.22=-206/562, 8-21=-982/550, 9-21=-2099/1099, 9-20---399/1092,11-20=.13551701, 11-18=0/308, 11-17=-172/360, 12-17=-46/353 NOTES - 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10; Vul1=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; Cal. 11, Exp C; Encl., GCpi=O 18, MW FRS (envelope) automatic zone, cantilever left and fight exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20 Opsf on the bottom chord In all areas where a rectangle 3-6.0 tali by 2-0.0 wide will III between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 Ib uplift at joint 2, 1186 Ib uplift M joint 21, 541 Ib uplift at joint 14 and 376 Ib uplift at joint 24 8) 'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. Continued on Daae 2 WARNING - Verify design pararrterers and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE NIP7473 rov. 14OX7015 BEFORE USE. • Design volld lot use orgy with Mllek®eoniwclots Ills do n k Iy sr.Kf ordy u vn Iaatnulurs slwvnl, orxf Is lot Ut krdtvldual LuBdut(1 cutnlxnx:nt, rlvl 0 bass syslein 110"0 rise. RW lAAkAW desiol) t IM151 verily 11W 01)[AIC01 Ally al deskill, IY.90rnelels cxld IroVerly 91Ca11)"O1a fhls clusign Into the oveicill IxNdino c"Un. Wctc6701rxfk;0lud k to ptuveM IYrcI41n{l of Utdlvkhrcri hUa wuU 0rx1/a clard mcml7ew Orgy. Addlllorxtl luinlwt0ry cncl Ix•nnrn7unl lAoclivj WOW k always tegrtlrod lq stol lllly ctncl l01>tevenl collq>se Wllh poall e Ix:rsurld 911rtty cxlcl Irol?erty danotlu. lot {lenutol gixdalce teyotdln0 Ina k1l31k;0t1Dn. 5taro(1e, delivery, erection 0rx1 140011 O of Inmes and lura syslenrc. seuANSI/IPI l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parka East BMd Safety Intormallon 0vallalAO Born him flute k7slllule. 218 N. Lee Sheol. kdle 312. NexovOd0. VA 22314 Tampa. FL 33610 4.9.14 9.00 /2-0-0 la•4-0 16.4-0 L7 21-a•O 25-00 29.2.11 72.100 37-a-0 122 HEN •-2.2 3-a-0 sa-0 0 3.4-0 3.4-0 4.2.11 3.7.5 4.10-0 1-0-0 Plate Offsets (X Y)-- 4,0-5-12.0-2-81,16:0-5-12,0.2-81,112-0-3-0.0-2-41 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Ven(LL) 0.09 17 999 240 MT20 244/190 TCDL 70 Lumber DOL 1.25 BC 0.59 Ven(TL) 0.1817-18 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(TL) 0.05 14 n/a n/a BCDL 100 Code FBC2014fTP12007 Matrix -M) Weight, 242 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.0.9 oc purims. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.5.3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All beatings 0.8.0 Ib) - Max Horz 2=98(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) except 2=-303(LC 27), 21=-1186(LC 9), 14=-541(LC 9), 24=-376(LC 24) Max Grav All reactions 250 Ib or less at joint(s) except 2=659(LC 1), 21=2451(LC 20), 14=1024(LC 20), 24=535(LC 18) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2.3=-1083/452, 3.4=•704/371, 4-5=-4321353.5-6=-432/353, 7-8=-342/879, 8-36=-707/1633, 36-37=-707/1633, 9-37=-707/1633, 9-38=-310/285,10-38=-310/285, 10.39= -310/285,11.39= -310/285,11-40=-1644/938,40.41=-1644/938,12.41=-1644/938, 12-13=-1786/976,13.14=-1949/1027 BOT CHORD 2-29=-430/960, 28-29=-430/960, 27-28=-221/615, 24-25=-425/257, 23-24=-425/257, 22-23=-436/260,21-22=-1 125/570,19-20=-617/1350,19.44=-617/1350,18-44=-617/1350, 18-45=-617/1350, 45-46=-617/1350, 17-46=-617/1350, 16-17=-868/1758, 14.16=-868/1758 WEBS 3-28=-392/262,4-28=-74/280,4-27=-269/155,6-27=-284/690, 6.25=-638/287, 7-25=-267/670, 7.23=-336/302, 7-22=-649/324, 8.22=-206/562, 8-21=-982/550, 9-21=-2099/1099, 9-20---399/1092,11-20=.13551701, 11-18=0/308, 11-17=-172/360, 12-17=-46/353 NOTES - 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10; Vul1=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; Cal. 11, Exp C; Encl., GCpi=O 18, MW FRS (envelope) automatic zone, cantilever left and fight exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20 Opsf on the bottom chord In all areas where a rectangle 3-6.0 tali by 2-0.0 wide will III between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 Ib uplift at joint 2, 1186 Ib uplift M joint 21, 541 Ib uplift at joint 14 and 376 Ib uplift at joint 24 8) 'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. Continued on Daae 2 WARNING - Verify design pararrterers and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE NIP7473 rov. 14OX7015 BEFORE USE. • Design volld lot use orgy with Mllek®eoniwclots Ills do n k Iy sr.Kf ordy u vn Iaatnulurs slwvnl, orxf Is lot Ut krdtvldual LuBdut(1 cutnlxnx:nt, rlvl 0 bass syslein 110"0 rise. RW lAAkAW desiol) t IM151 verily 11W 01)[AIC01 Ally al deskill, IY.90rnelels cxld IroVerly 91Ca11)"O1a fhls clusign Into the oveicill IxNdino c"Un. Wctc6701rxfk;0lud k to ptuveM IYrcI41n{l of Utdlvkhrcri hUa wuU 0rx1/a clard mcml7ew Orgy. Addlllorxtl luinlwt0ry cncl Ix•nnrn7unl lAoclivj WOW k always tegrtlrod lq stol lllly ctncl l01>tevenl collq>se Wllh poall e Ix:rsurld 911rtty cxlcl Irol?erty danotlu. lot {lenutol gixdalce teyotdln0 Ina k1l31k;0t1Dn. 5taro(1e, delivery, erection 0rx1 140011 O of Inmes and lura syslenrc. seuANSI/IPI l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parka East BMd Safety Intormallon 0vallalAO Born him flute k7slllule. 218 N. Lee Sheol. kdle 312. NexovOd0. VA 22314 Tampa. FL 33610 Job russruss Me ty Tt2304793 W POttO A012 Rool Specal Gorier 1 IWPO110 t Job Reference (optional) Builders Fnsl5ourte. tarnpo. rant Gey, 1-101108 375bb r ogvanug i6<vi7 W.T w;,aa... . ... •••vv.. •o..e+• «w.. ...vow ID:4xIZSyO5pnperCOHML 1 Og 1 zP836-AVVIS'r0'rL2FHO14 Fz4n7YK?nu3Z3nyXIIhN3MDyRvW NOTES - 9) Hahger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 128 Ib down and 123 Ib up at 25.7-4, 127 Ib down and 122 Ib up at 27-7-4, 127 Ib down and 122 Ib up at 29.7-4, 127 Ib down and 122 Ib up at 31.7-4, 127 Ib down and 122 Ib up at 33-7-4, and 127 Ib down and 122 Ib Lip at 35.7-4, and 223 Ib down and 213 Ib up at 37-8.0 on top chord, and 66 Ib down at 25.7-4, 65 Ib down at 27-7-4, 65 Ib down at 29.7.4, 65 Ib down at 31.7-4, 65 Ib down at 33.7-4, and 65 Ib down at 35-7-4, and 266 Ib down and 144 Ib Lip at 37-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 10) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1 25 Uniform Loads (pit) Vert: 1-4=-54, 4-6=-54, 6-7=-54, 7-12=-54,12-15=-54, 30-33=-20 Concentrated Loads (lb) Vert: 12=-126(F) 17=-266(F) 19=-41(F) 36=-88(F) 37=-87(F) 38=-87(F) 39=-87(F) 40=-87(F) 41=-87(F) 42=-42(F) 43=-41(F) 44=-41(F) 45=-41(F) 46=-41(F) WARNING • Verity dedpn pararnotere end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev. IM3,201S BEFORE USE. Deslgn valid Iot trse only vAlh Mllek® con i*ctols Itds dc sJgn h Ixtsc. J a11Y u1=I11rxalnetels slwvnl. and b la w 6x11vldual I;uBtlk1U canlx>ncnl. Iwl a lims syslern. IA:lae ow. tht Ixrlldbl(I doslgnel horst verity 11 ie opplkml Ally of duskin 1ximi helots al xf Itrolxriy bx;oq roralo 11 its doslgn Into the overcxl buldhlu d slgn ttiacblg Indlcriled Is to Ixevent Ixrekllno of IndivkhKA Infss web cxxl/or chord Inomlxrs only. Ack9llorx3l Ielnl"cuy crlcf Ix-nnarxrnl Ixcr, big MiTek' Is always iegtxred for slalAllty and to Ixevent collolme wllh 1>--A31e peisoixtl b*try 01-x1 polxrly dconage. For general gutdalce tegoldlrt(I the lalAicaflon. storage. dellvoiy, erection arxf twicing of bumtis and buss syslems, saoANSI/TPI I Dually Criteria, DSB-E9 and BCSI Building Component 6904 Parke East Blvd Safety Informarion ovcilalile Item buss Male In011ute. 218 N. Lee Sbeel. Stdte 312. Alexandria. VA 22:114 Tompa. FL 33610 Jo russ russ Type CityI ply LOADING (pst) SPACING- 2.0.0 CSI. 712304794 WP0110 A013 MpGndei t 1 1wP0110 TC 050 Ven(LL) 0.09 15 >999 240 MT20 244/190 Job Reference tional Builders FaSISOUlCe, Tampa. Plant City. Florida 33566 i o+u s lug ID.4xiZSyO5pnperCOHML1091zP836 et3GgLRd6LN8eBIRXnIM5XY12TvHWOks_L7dufyRv01 1-0.0 3.9.14 7.0.0 10.9.15 14.6.1 18.4-0 21.6.2 25.4.0 1-0-0, 3.9.14 3.2.2 3.9.15 3.8-3 3.9-15 3.2.2 3.9.14 Site = 20 I 3x8 = 4x6 = 4 23 5 24 6 25 7 Scale = 1:46 2 TP= 10 iJ ,u 'c 11 ••• 30 = 2x4 I 3x4 = 3x4 = 3x8 = 20 II 1 5x8 STP= 2x4 II 3x4 = 6X8 = 14 lb Plate Offsets (X Y)-- 14:0-5-12,0-2-81 Dt,•slgn varkJ lot Ire only vAth MIIuk9 conneclors. Ilan design is Ixbsed only ul.:>n lxxametors shown. aril Is lot an Individual 1 xrYdinp componenl. not LOADING (pst) SPACING- 2.0.0 CSI. DEFL. in loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 050 Ven(LL) 0.09 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Verl(TL) -0.15 13-15 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.87 Horz(TQ 0.05 11 n/a Wa BCDL 10.0 Code FBC2014/TPI2007 Matrix -M) Weight 128 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.1-0 OC purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (Iblsize) 9=-180/0-8-0,2=1021/0-8-0, 11=2597/0.8-0 Max Horz2=88(LC 8) Max Uplill9=-303(LC 19), 2=-507(LC 8), 11=-1192(LC 5) Max Grav9=204(LC 12), 2=1031(LC 19), 11=2597(LC 1) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1977/947, 3 -4= -1792/893,4 -23= -1448f742,5 -23=-1448r742, 5-24=-1448/742, 6-24=-1448!742,6-25=-434/1064, 7-25=-434/1064, 7-8=-473(1143,8-9. 426/908 BOT CHORD 2.16=-883/1783, 15-16=-883/1783, 14-15=-773/1658, 13.14=-773/1658, 13-26=-237/564, 12-26=-237/564,12-27=-237/564,11-27=-237/564,10.11=-824/415, 9-10=-824/415 WEBS 4-15=-144/509,4-13=-280/154, 5-13=-394/342, 6-13=-569/1152, 6-12=0/275, 6-11=-2029/964, 7.11=-763/454, 8.11=-349/220 NOTES - 1) Unbalanced roof live loads have been considered tot this design 2) Wind: ASCE 7-10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=5.Opst; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical left and nghl exposed, Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconculrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 Ib uplllt at joint 9, 507 Ib uplift at joint 2 and 1192 Ib uplift at joint 11. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used to the analysis and design of this truss 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 Ib down and 214 Ib up at 7-0.0, 87 Ib down and 122 Ib up at 9-0.12, 87 Ib down and 122 Ib up at 11.0-12, 87 Ib down and 110 Ib up at 12.8.0, 87 Ib down and 122 Ib up at 14.3-4, and 87 Ib down and 122 Ib up at 16.3.4, and 173 Ib down and 214 Ib up at 18-4-0 on top chord, and 309 Ib down and 142 Ib up at 7.0-0, 65 Ib down at 9-0.12, 65 Ib down at 11-0.12, 65 Ib down at 12.8-0, 65 Ib down at 14.3.4, and 65 Ib down at 16-3-4, and 309 Ib down and 142 Ib Lip at 18-3.4 on bottom chord The desigrVselection of such connection device(s) is the responsibility of Others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as Iron[ (F) or back (B). LOAD CASE(S) Standard Continued on page 2 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M/7EIr REFERANCE PAGE W7473 rev. 10103WIS BEFORE USE Dt,•slgn varkJ lot Ire only vAth MIIuk9 conneclors. Ilan design is Ixbsed only ul.:>n lxxametors shown. aril Is lot an Individual 1 xrYdinp componenl. not a In W SYSIonn. ttera01150, 010 IAAIdIIK1 desIgnui inlrl vedh' Iho apiAlcublilty of ck-slti n p ncanoleis and ptopc:dy 6lootpoiale this deskin Into IIx ovoxal bullcflr>0 design. Itorchg Indlcatocf Is to plevent Ixe:klbKt of IncllvkAxd Ings web ancf/a chord moinbois only Ack9lionctl ietnpoiay csxl Ixnncnlenl t>ia-ItK1 MOW Is always teglAtod la slatAlly atW to pievenl Collapse wllh possllae i>eisonal 6>fral and lAolxriy datna(le. Fa geiieial guidance tegacflng the 6904 Parke East Blvdlarxkcillun, storage. cfolivery, erecllori arxl I xacbKt of busses and miss syslems. suoANSI/TP11 Quality Criteria, DS9-E9 and SCSI Building Component Tampa. FL 33610SafetyInformationavailable110111bussPlateInstitute. 218 N. Lee Sheet. Supe 312. Alexa cJila. VA 22314 Job russ Truss T ype oty Fly WPOIIO MiTek' h alwoys lecµdretl Iw slot>Illly wx] to Proven# edlcfpse wllh I>ossb>le Ix>rsorwl 64tay aril I>rolx rty clwncrye. I w 4leneral gtAdunce royardlr>d the lol> rk:olkxf. slorcpo, dolNery. weclkxf and IroclnO of Inissim and Inrss sysleins, se(,ANSI/TPI l Quality Cdterlo, DSB-E9 and BCSI Building Component 6904 Parks East Bbd Safety Information avdlalAe from buss Male Inslitute, 218 N Lee Street. Salle 312. /VexwxLla. VA L12314 Tampa. FL 33610 712304794 WPotto A013 Hip Golder f t Job Reference (optional) 51. 1110e16 rnsIboulce. tamps. rranr L ny, rgnoa aaaoe I D:4xrZSyOSpnperCOHML 1 Og 1 zP836-ei3GgLRd6LN8eBIRXnIM5XY 12TvH W Oks_L7dutyRv01 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=1.25 Uniform Loads (plt) Veit: 1-4=-54,4-7=-54, 7.9=-54, 17-20=-20 Concentrated Loads (lb) Vert 4=-126(F) 7=-126(F) 14=-41(F) 15=-309(F) 13=-41(F) 5=-87(F) 12=-41(F) 6=-87(F) 11=-309(F) 23=-87(F) 24=-87(F) 25. 87(F) 26=-41(F) 27=-41(F) WARNING. Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO -7073 rev. #1193,2015 BEFORE USE. Drasign vWld for use wily vAth W IekO COMM --c ws. Ihts do -skin k t>osacl wily trlx>n p:aanrelers shown. wx1 Is IOr an bxJIAcltrol hNc1kxjewmr>orx;nl, nol a ktrss syslon llelwe tw-, Ilx> 1AAcftng ckrskpxn nnrsl voilly the aIA Alcol-Ally of ckrsktn Ixearnelurs (wKj I *()petly hcwl'(xufe this (10,4n hlo IIx: ovwcAl IxAI0r> U design Bi(icho irxlb(ll(,d h to 1)tevenl IxtckllnU of indlvkftKA buss wel> crrxl/w ctar(f memlx is only MiTek' h alwoys lecµdretl Iw slot>Illly wx] to Proven# edlcfpse wllh I>ossb>le Ix>rsorwl 64tay aril I>rolx rty clwncrye. I w 4leneral gtAdunce royardlr>d the lol>rk: olkxf. slorcpo, dolNery. weclkxf and IroclnO of Inissim and Inrss sysleins, se(,ANSI/TPI l Quality Cdterlo, DSB-E9 and BCSI Building Component 6904 Parks East Bbd Safety Information avdlalAe from buss Male Inslitute, 218 N Lee Street. Salle 312. /VexwxLla. VA L12314 Tampa. FL 33610 Job Truss Truss Type Otyply wpotl0 TC 008 TCDL 7.0 Lumber DOL 1.25 0.00 BC 0.01 Ti w POtlo cJ/ Jack -Open 10 1 LUMBER - 180 TOP CHORD 2x4 SP No.2 Horz(TL) Job Reference (Optional) Builders FaslSouice Tampa. Plant city. Florida 33566 r 0w s -9 r0 cv " mi i 0K m0uame>. P. „ a aiv ID:4xIZSyO5pnpciCOHML 1 Og 1 zP836-PEY HL4XeDpO?bOG_?SREODtUbinGOCK 1 gb32AByRvOA 1-0.0 _ 1-0.0 1-0.0 1-0.0 2x4 = LOADING (psi) SPACING- 2.0-0 toCSI. TCLL 20.0 Plate Grip DOL 1.25 Vd TC 008 TCDL 7.0 Lumber DOL 1.25 0.00 BC 0.01 BCLL 0.0 ' Rep Stress Inci YES 240 WB 0.00 BCDL 100 Code FBC2014ITP12007 0.00 Matrix -M) LUMBER - 180 TOP CHORD 2x4 SP No.2 Horz(TL) BOT CHORD 20 SP No 2 2 REACTIONS. (lb/sizer) 3=10/Mechanical, 2=113/0.8-0, 4=4/Mechanical Max Horz 2=42(LC 10) Max Upllft3=-9(LC 10), 2=-74(LC 6) Max Grav3=10(LC 1), 2=113(LC 1), 4=12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale = 1:6.6 DEFL. to loc) I/dell Vd PLATES GRIP Veri(LL) 0.00 5 999 240 MT20 244/190 Ven(TL) 0.00 5 999 180 Horz(TL) 000 2 rVa rVa Weight: 5 Ib FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1.0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psl; BCDL=5.Opsl; h=1511, Cal. 11; Exp C; Encl., GCpi=O 18; MW FRS (envelope) gable end zone and C -C Interior(1) zone; cantilever left and right exposed; end vertical tell and nght exposed;C-C for members and forces 8 MW FRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed lot a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 9 Ib uplift at joint 3 and 74 Ib uplift at joint 2. 6) 'Semi-rigid pilchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNING - Vorlry design psramoters and REAO NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MR -7073 rev. I"W015 BEFORE USE. rX-sign valid lot use only wllh Mllek®conitoclors Ihls design Is Ix1wd olJy urnn p:xcnneters sllcnvrt. and Is lot al4xilvkkrol Ix19dlny com1>0nenl. IVA 0Illrs systwn Buioro use. IIx: bulk9rtU cknium n ental vw11y Oxo op lAlcohllly of duslpll p:ncxnelurs cxxl lAulwlly klcugwrotu 11%cfuskin Into Itis uvunoll IxICkllrtg hxllvkitxl Inks chord memistsrs only Addillonctl leinporory axi lxamcnx:nl bicrinri MiTek' Ix41ding cktOgn. Nocin0lrxlkaluKf Is to pievenl or wub and/or h ulwOys 14KKAied rot slotslllly orxf to Irovenl collalsw wllh posllsle IxNsonal hoy rind Iro1x%rly darnage For genclul gt4dux:e leycnding rite 6904 Parke East BbdIahnk;otbn. sior(gle, dotivery, ores lion and I xachX) of Irtmws and truss syston is. stwANSI/iP11 Quality criteria. DSB-89 and BCSI Building Component Tampa. FL 33610SafetyInformationavallablehorntrussPlateInslllule. 218 N Lee Sheel. Suile 112. Alexanddo, VA 22314. Job Truss Truss ype ty Ply 12:0-1-14.0-0-101 WOWIxtllcAnUdoslon. puvenl or Is always regrdrecl IOP skANllly and to Ixeverll collapse vAlh possl)ie ixnsolxA k*oy arK1 lxolxrty damage. 1 o1 genelW gtddtslCe reWcl1np lhu, Tt2304796 wpollo C,13 Jeck•Opon 9 1wPolio t TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ven(LL) -0.00 Job Reference (optional) Builders FxslSotuce. Tompa. Plans Coy. Florida 33566 7 640 s Aug 16 2017 m tox Industries. Inc Thu 1x1 19 vv 47 37 201 7 Pogo 1 I D.4x1ZSyO5pnperCOHML 1 Og 1 zPS36-PEYHL4XeDpO?bOG_?SREODIUbrnbOCK 1 gb32AByRvOA 1-0-0 3-0.0 _ 1.0-0 3.0.0 20 = Scale = 1 10 9 NOTES - 1) Wind: ASCE 7-10; VUII=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=5.0psf; h=1511, Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C -C Intenor(1) zone; cantilever telt and right exposed; end vertical telt and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed lot a 10.0 psf bottom chord five load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load o1 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 Ib uplift at joint 3 and 89 Ib uplift at joint 2. 6) 'Semi-rigid pitchbreaks including heels" Member end lixity model was used in the analysis and design of [his truss. WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AW -7473 rov 1403W IS BEFORE USE. 3.0.0 Plate Offsets (X Y)-- 12:0-1-14.0-0-101 WOWIxtllcAnUdoslon. puvenl or Is always regrdrecl IOP skANllly and to Ixeverll collapse vAlh possl)ie ixnsolxA k*oy arK1 lxolxrty damage. 1 o1 genelW gtddtslCe reWcl1np lhu, LOADING (psl) SPACING- 2-0.0 CSI. DEFL. In loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ven(LL) -0.00 7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 005 Ven(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 Ma rva BCDL 100 Code FBC2014lrP12007 Matrix -M) Weight- 11 Ib FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc puffins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (Ib/size) 3=59/Mechanical, 2=184/0-8-0,4=29/Mechanical Max Horz2=86(LC 10) Max Uplilt3=-56(LC 10), 2=-89(LC 10) Max Grav3=59(LC 1), 2=184(LC 1), 4=45(LC 3) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown NOTES - 1) Wind: ASCE 7-10; VUII=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=5.0psf; h=1511, Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C -C Intenor(1) zone; cantilever telt and right exposed; end vertical telt and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed lot a 10.0 psf bottom chord five load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load o1 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 Ib uplift at joint 3 and 89 Ib uplift at joint 2. 6) 'Semi-rigid pitchbreaks including heels" Member end lixity model was used in the analysis and design of [his truss. WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AW -7473 rov 1403W IS BEFORE USE. Design vdld kr use orVy lvtih MllekO coni WC Ills design Is I: nett only tivgDn Irxarnefors s1x Wn. Gid Is 101 Un IdlVlcklal lAjM Jlr1U componeml. rwl 0 btnt sys1011). beloru tine. the I xdldblll dt—AJ UI nxrsl verily thrt dpIAlcolAlty of duslgn 1 xxamefurs awl 1> oltinly Incugwrato 11%dvs n Into tlltt overall Ikcrch01rx1k:Glcd Is to Ixrekling InclbkltKA Inns web aryl/or chord meinimis only Acfdlllorxtl leinlxrcxy cx1c11x'rrnarxnnl Ixcrif KI WOWIxtllcAnUdoslon. puvenl or Is always regrdrecl IOP skANllly and to Ixeverll collapse vAlh possl)ie ixnsolxA k*oy arK1 lxolxrty damage. 1 o1 genelW gtddtslCe reWcl1np lhu, 6904 Parke East Bbdt(txk:allon. sloroUe. clellvery. eroclkxl and I ooci>U W h%rW., cx)d buss syslems. A.-(.-ANSI/TPI] Quality Criteria, DS8.89 and SCSI Building Component Tompa FL 33610SafetyInformationtivallable110inbussRoleInstitute. 218 N lee Sheol. St41e 312. Alexonchlo. VA 22314 Job Truss Truss ype oty ply wpollo DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 712304797 wpollo CJ3A Jack -Open 1 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Job Reference (optional) Builders Fa51SOUICe. Tempa Plant Gay. Harlot) 33566 , "> ^tee ,v" • ,•,,,' •,•""o„ •.•• ..." ""..' "` "" . 'r•' . ID'4xiZSyO5pnperCOHML10g1zP836-t06fZOYG 6W$DZrAYAyTyRE1256T7faB3FobieyRv09 1.0.5 3-00 1.0.5 ' 1•n•„ Scale= 1:10.9 3x8 II 1.5x8 STP=1-0.5 1.0.5 I 3.0.0 1.11.11 Otrslgn valid lot use only vAlh Mltek®conmclas II)K cl,--Jgn is I.Kned ordy ul."i txjralneleis shown, aril Isla cat hxllvkbaal lAjlding CanrXorte111. not LOADING(pst) SPACING- 2-0-0 CSI. u brass system Ire leo tee. 11'e IxdldblU cltrOgner imist verily Zhu aplAlcalAlty of cle,kyl prfta peters and I nolvily h,calxsrale Oils duskln Into 11ka overall buss menlxas only Additional ianpaary cold I>%imarknil NO DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Tampe. FL 33610 Verl(LL) -0.00 4.5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Malnx-M) I Weight: 10 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0.0 oc purlins, except BOT CHORD 2x4 SP No 2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 5=103/0-8-0, 3=70/Mechanical, 4=33/Mechanical Max Horz 5=42(LC 7) Max Upli115=-38(LC 10), 3=-66(LC 10) Max Grav5=103(LC 1), 3=70(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; VUII=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst, BCDL=5.Opst, h=1511; Cat II, Exp C; Encl., GCpi=O 18, MW FRS (envelope) gable end zone and C -C Interior(l) zone; cantilever left and right exposed, end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 Ib uplift at joint 5 and 66 lb uplift at joint 3. 7) 'Semi-ngld pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNING - Verily design paremefars and READ NOTES ON THIS AND INCL UDED M/TEK REFERANCE PAGE MIF 7473 rov 10931015 BEFORE USE. Otrslgn valid lot use only vAlh Mltek®conmclas II)K cl,--Jgn is I.Kned ordy ul."i txjralneleis shown, aril Isla cat hxllvkbaal lAjlding CanrXorte111. not u brass system Ire leo tee. 11'e IxdldblU cltrOgner imist verily Zhu aplAlcalAlty of cle,kyl prfta peters and I nolvily h,calxsrale Oils duskln Into 11ka overall buss menlxas only Additional ianpaary cold I>%imarknil NO WOWIxdlcir,g design. Iecring Ilwklated h to fxevunl Ixackling of Indivkhtal web cowl/a chotcf -Ing h (Awoys iugtdrod for slablllty arta to Ixevunl collq)se wllh lxlsBAe lieisonal hafuy and Ixolx ily damage. Fa Wnural grddatce iegaiding the 6904 Parke East Blvdtalxicallon, slofaue, dellvury, erection anal I,rachsg of busses and film systems. uruANSI/1PII Quality Criteria, DSB-09 and BCSI Building Component Tampe. FL 33610 Safety Information available ban bus plate 1141111.010, 216 N loft Street. Su11e 312, Alexandria. VA 22314. Job ss russ Type ly Ply wP01to MiTek' TC 0 22 TCDL 7.0 Lumber DOL 1.25 lablicolbnra. StoK... defively. 0tecllon arxi Mocb1U of Ifir&n orx$ Inns systems, s aANSI/TPI I Quality Criteria, DSB-e9 and SCSI Building Component 712304798 w P01 10 CJ5 Jack -Open 9 t Code FBC2014/rP12007 Matrix -M) LUMBER - TOP CHORD 2x4 SP No.2 Job Reference (optional) Builders FastSouice. Tampa. Plant Goy, Horde 33566 r 640 s Aug l e kvi7 K61 en mousmes, inc Th. ucr nr ve v 32 2047 F.96 I ID:4xiZSyO5pnperCOHML 1 Og 1 zPB36-1061ZOYG_6W sDZrAYAyTyROd85507taB3FobteyRvo9 t -o-0 5.0.0 1-0-0 5.0.0 2x4 = LOADING (psf) SPACING- 2-0.0 X—Vn valW loi use ordy vAlh MllekG conneclots IIYs desl0n h I Masud only tq nn polametets slwvm, and Is la cn trtdlNcfual Ixllldb>EI cuinl>otx:nl, rv l CSI. TCLL 20.0 Plate Grip DOL 1.25 MiTek' TC 0 22 TCDL 7.0 Lumber DOL 1.25 lablicolbnra. StoK... defively. 0tecllon arxi Mocb1U of Ifir&n orx$ Inns systems, s aANSI/TPI I Quality Criteria, DSB-e9 and SCSI Building Component BC 0.17 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/rP12007 Matrix -M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=100/Mechanical, 2=274/0-8-0.4=45/Mechanical Max Hog z2=131(LC 10) Max Upli113=-98(LC 10), 2=-125(LC 10) Max Grav3=100(LC 1), 2=274(LC 1), 4=75(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. Scale= 1 15 1 DEFL. in (loc) I/dell Ud PLATES GRIP Ven(LL) 0.02 4-7 >999 240 MT20 244/190 Ven(TL) -0.04 4.7 >999 180 Horz(TL) 0.00 2 rl/a rVa Weight: 17 Ib FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing NOTES - 1) Wind- ASCE 7.10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=5.Opsl; h=15ft; Cal. II; Exp C; Encl., GCp1=018; MW FRS (envelope) gable end zone and C -C Interior(1) zone; cantilever telt and right exposed, end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live toads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 Ib uplllt at joint 3 and 125 Ib uplilt at joint 2. 6) 'Semi-rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M0.7477 rev. faV3Q015 BEFORE USE. X—Vn valW loi use ordy vAlh MllekG conneclots IIYs desl0n h I Masud only tq nn polametets slwvm, and Is la cn trtdlNcfual Ixllldb>EI cuinl>otx:nl, rv l a friss system Befou use, Iles bulk9rtU deslUitei ininl vedry thu applicotAlly of deslUn Ixnomelets and goperly bwc Apoiole his duskIn hlo llte ovei<dl Is buckling Irtcilvkfttcx btm chord invinbeis only. Acicitlbrvll lemporctry cxvJ I>enncnlenl Ircr_b1U MiTek' b41c9rvj deslUn Nocbtg Inclkoled to prevent of wet> oral/of Is always tectubed for slatAlly cxxl to piuvenl collapse with poSSUAe l)e1$0itaf Irtjlay artci I>foperly dornage. For gemnal gtldomo iegaiding The 6904 parka East Bbd lablicolbnra. StoK... defively. 0tecllon arxi Mocb1U of Ifir&n orx$ Inns systems, s aANSI/TPI I Quality Criteria, DSB-e9 and SCSI Building Component Tampa, FL 33610SafetyInformationawAlat>Ic bon bliss Nale Insllhtle. 218 N. Lee Slteet. %ullo 312. Alexandria. VA 22314 Job Fuss Truss Type ly17' TCLL 20.0 0110 TC 0.30 TCDL 7.0 Lumber DOL 1.25 712304799 wp0110 CJSA Jack -Open 1 BCDL 10.0 Code FBC20141TP12007 Matrix -M) LUMBER - TOP CHORD 2x4 SP No.2 b Reference (optional) Buwfdels restsource. lampa. r1ani "y. rlonaa aa*oo . ,..,.,,,,.v ..... ,....o.,...,,,,o...00...._ ..._,._.._ __ _. __ . _,_ . ID 4x1ZSyO5pnperCOHML10g1zP836-Ldg2mmZulOelrIOM6tUlVeyncVOys6pKHvY8E4yRv08 3-0.5 5-0.0 3.0.5 1.11.11 5.00 112 3x4 11 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL t.25 TC 0.30 TCDL 7.0 Lumber DOL 1.25 BC 0 25 BCLL 0.0 ' Rep Sliess Incr YES WB 0.00 BCDL 10.0 Code FBC20141TP12007 Matrix -M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=177/0-8-0, 3=122/Mechanicai, 4=55/Mechanical Max Harz 5=66(LC 7) Max Uplift5=-74(LC 10), 3=-107(LC 10) Max Grav5=177(LC 1), 3=122(LC 1), 4=90(LC 3) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/dell Ud Vet1(LL) -0.03 4.5 >999 240 Ver1(TL) -0.07 4.5 >826 180 Horz(TL) 0.04 3 n/a Na Scale = 1:16.6 PLATES GRIP MT20 244/190 Weight: 17 Ib FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.0.0 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=5.Opst; h=1511; Cat. II; Exp C, Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C -C Interior(1) zone; cantilever tell and right exposed, end vertical lett and right exposed;C-C tot members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load norlconcurrenl with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of lass to bearing plate capable of withstanding 74 Ib uplill at joint 5 and 107 lb uplift at joint 3. 7)'Semi-rigid pltchbleaks including heels' Member end fixity model was used In the analysts and design of this truss. WARNWG - Verily design peremoters end READ NOTES ON THIS AND WCLUDEO MITEK REFERANCE PAGE M11-7473 rev. I4103Q01S BEFORE USE. Iknlgn vcdid loi use unfy with Wiek®conneclors this design Is IxiuKJ ordy ul. m Poramelers shown. and Is 101 an 11VAA( Aral LrNtlb KI comUonenl, nor o itis sysle n. tMolu wise- Zhu- Ixdl(911g (lesklm-1 lntusl verily Ille ahx Alcoblilly of (k:slpn polomelels ("I Ixolk'11y b)cullxxale, his dusign into the uveioll lxAdln(I c"gn. Bracing bxlk:alecl Is to Ixevenl b ucktbng 01 rIWlvldwxll buss web (xxi/o1 Choi($ members only AcicNllurxll icmlwrary cnd Ix:nnanenl Mcr_bn(I MiTek' h always 10(itdro(i lot stability orld to Ixevenl collapse with possUMe Ix 15er1(ll bnitay and Ixolx>1ly (lalnage for Ueneial giddanco 1egaldhnu bo lal)lk:olloix slolclg¢. (lellvury, eloclron incl lvocling of buses arki truss systems um-ANSI/1PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Porke Easl Blvd Safely Information ovalic"o bola buss Nale Instituto. 218 N I ee Street. Sidle 312, Alexcnxirb, VA 22314 Tampe, FL 33610 Job Truss Truss Type TCLL 20.0 Plate Grip DOL 1.25 wpotto712304800 TCDL 7.0 Lumber DOL 1.25 BC 0.36 P7ty lalrkallon, slologe. delively. erecllon aaxJ IxacirtU of trusses atxi bus systems. see-ANSI/11311 Quality Criteria, DSB-09 and SCSI Building Component WB 000 wPO110 EJ7 Jack -Open LUMBER - t TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=141/Mechanical, 2=366/0.8.0, 4=61/Mechanical Max Holz 2=170(LC 10) Job Reference (optional)_ Bwldeis FiislSouica. Tampa. Plant Gay, Flonde 33566 r oav s Avg to k07 Mn ea industries. me Thu wa to 09 47 35 cv i i ruffe 1 I D,4xiZSyO5pnperCOHML 1 Og 1 zP836-Ldg2mmZulOejrJOM61UiVeyk5VOMs6pKHvY8E4yRvO8 1.0.0 7-0-0 a 00 7.0-0 3x4 = LOADING(psf) SPACING- 2.0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 046 TCDL 7.0 Lumber DOL 1.25 BC 0.36 BCLL 0.0 ' Rep Stresslncr YES lalrkallon, slologe. delively. erecllon aaxJ IxacirtU of trusses atxi bus systems. see-ANSI/11311 Quality Criteria, DSB-09 and SCSI Building Component WB 000 BCDL 10.0 Code FBC2014lTP12007 Matrix -M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=141/Mechanical, 2=366/0.8.0, 4=61/Mechanical Max Holz 2=170(LC 10) Max Upbfl3=-123(LC 10), 2= 164(LC 10) Max Grav3=141(LC 1), 2=366(LC 1), 4=105(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:20.6 DEFL. in (loc) 1/dell Lid I PLATES GRIP Ver1(LL) -0.06 4.7 >999 240 MT20 244/190 Ven(TL) -0.16 4-7 >537 180 Horz(TL) 001 2 n/a rVa Weight: 23 Ib FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.9.2 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing NOTES - 1) Wind: ASCE 7.10; Vu11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=5.Opsl; h=1511, Cal. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C -C Intertor(1) zone; cantilever tell and right exposed; end vertical lett and right exposed,C-C for members and lorces & MWFRS for reactions shown, Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) lot truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 164 Ib uplift at joint 2. 6) 'Semi-rigid pilchbreaks including heels` Member end fixity model was used in the analysis and design of this truss. WARNING - Vorlify design pereunerors and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE Af*7473 rev laUX101S BEFORE USE. Design valid lot use oNy vAth Mllek®connee:lois. Ihh design Is bused ortty ul=-tit Ixranteters sltowtt, alvJ Is for an bxflvkluul I.uldbtg component. not a film sr. leen. lieltre use, the Ixillcllrt() (kesk)mn intni verily fix: gtlAlcahllly, of dosion Ixu(nikeluis arxl properly bx Utputate his dt-4n Into rho overcall dosign. Brcacbtg bxlwUled Is to b hxJlvkkxil buss wol> CnxJAA chord membeis ortfy. AdcAIlorKil ternlYA ary and Irinnanent Ixcr-trio MiTek' IxllcAnU prevent uckllnU of h Ulwoys recµalaveJ IOt Slaltltlly Und to Irevenl edlgne wllh Ix>ssl le IX:rsatal btlrxY attd Irgxraly damUUe. Fa guttvrUl gttWcneo regacArtp IM3 6904 Pmke East Bbd. lalrkallon, slologe. delively. erecllon aaxJ IxacirtU of trusses atxi bus systems. see-ANSI/11311 Quality Criteria, DSB-09and SCSI Building Component Tampa. FL 33610 SafetyInformationow1k)l le born puss Nale Inslllule. 218M I ve Shoet. ScAle 312. AlexorxJtk). VA 22314 Job russ Truss I ype Ory Wry o WAS aysloin Bola! ase, the bulklinp clusigner musl vedly 11w alm-&i al AIIy of di -sign Ixaatnelurs and lAolxnly hictAI)o1alu I16 duslUn Inlu IIx: overall building deslyn &ockn0 hxllcated h to provenl Ixreklln(1 of irKi Aral lltM wul> and/a Clxncl n7elntx3ts only. Adc0lbnctl leint:.>tary caxl Ixnnanenl IxcrU,tl LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) I/dell Ud T12304801 WP0770 EJ70 Jack -Open 7 7 MT20 244/190 TCDL 70 Lumber DOL 1.25 BC 0.36 Ven(TL) -0.16 3.6 >525 180 optional) Builders FesiSomce. Tempo Plant Coy. Florida 33566 7 64V s Aug .o 201 r Mirk .ndV51nV5. ine. nV . a v . P.W. , ID:4xrZSyO5pnperCOHML109lzP836-gpEO 6ZXWkmaSYrYgb?xlsVvmvlWbZ3UWZHmWyRvO7 7-0.0 7-0.0 3x4 = Scale = 1 20 6 7.60 Plate Oflsels (XY)-- 11 0-0.10 Edael o WAS aysloin Bola! ase, the bulklinp clusigner musl vedly 11w alm-&i al AIIy of di -sign Ixaatnelurs and lAolxnly hictAI)o1alu I16 duslUn Inlu IIx: overall building deslyn &ockn0 hxllcated h to provenl Ixreklln(1 of irKi Aral lltM wul> and/a Clxncl n7elntx3ts only. Adc0lbnctl leint:.>tary caxl Ixnnanenl IxcrU,tl LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 047 Vetl(LL) -0 06 3.6 >999 240 MT20 244/190 TCDL 70 Lumber DOL 1.25 BC 0.36 Ven(TL) -0.16 3.6 >525 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 001 1 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix -M) Weight: 22 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.8.6 oc purlins. BOT CHORD 20 SP No 2 BOT CHORD Rigid telling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 1=370/0.8-0, 2=142/Mechanical, 3=62/Mechanical Max Horz 1=151(LC 10) Max Uptiftl=-125(LC 10), 2=-124(LC 10) Max Gravl=310(LC 1), 2=142(LC 1), 3=106(LC 3) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vuli=140mph (3 -second gust) Vasd=108mph, TCDL=4.2ps1, BCDL=5.Opsf; h=1511; Cat ll; Exp C, Encl , GCpr=0.18; MW FRS (envelope) gable end zone and C -C Interior(1) zone; cantilever telt and right exposed, end vesical left and right exposed,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live toad nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Reler to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 Ib uplift at joint 1 and 124 Ib uplift at joint 2. 6) 'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI67473 rev. 111193W I S BEFORE USE. Design valid 101 ase oroy wllh Mllelf0 coniieclors lids ck.sJgn k Ix>secf rnoy nl:-N11 ian,eters sM wn. antl h fa a1 hxllvkhxd LitYdlnU canVoncnl. iwl o WAS aysloin Bola! ase, the bulklinp clusigner musl vedly 11w alm-&i al AIIy of di -sign Ixaatnelurs and lAolxnly hictAI)o1alu I16 duslUn Inlu IIx: overall building deslyn &ockn0 hxllcated h to provenl Ixreklln(1 of irKi Aral lltM wul> and/a Clxncl n7elntx3ts only. Adc0lbnctl leint:.>tary caxl Ixnnanenl IxcrU,tl MiTek- is always lfKr ilocl lot slalAilly and to rxevent collarme wnh pn5sll la Ix31wiial k,kay aryl rxotx3ily domaire rot gr neral (Irrkkn,ce re0ardlntl it e 6904 Parke East BbdlohAlcallon, slacioe, dellvery, cnucllon and 1>ra ho or Inmos and hiss syslorns, %oeANSI/7Pl1 Quality Cdleda, OSB -89 and BCSI Building Component Tampa. FL 33610SafelyInformationavallalArihornBassPlateInslllule. 218 N ICo S9ee1, Wle 312. Nexandrla. VA 22314 Job Truss Type iy Py WPI loc) 1/dell Ud PLATES GRIP TCLL 20.0 b lkfiltg desl0n. 8rockV lrxlM-ak,K1 Is to lrovenl xrckling of web aryl/or Is always te(ltlhe(1 for skd)lnly (xxl to l)tevenl cotl(tlne vAlh r Mlle vetsonat Injtay and Irolxlty darnatle Fol general gtrkkx,ce tell(1tc9ng the Plate Grip DOL 712304802 WP0110 ITruss H/ Roof Special Girder t t Lumber DOL 1.25 BC 060 Ven(TL) -0 15 14-16 >999 180 Job Reference (optional) Builders FuslSource, Tompe. Plant City. Fonda 33566 r 640 s Aug is 207 Mn ex mousnies, me Th. wt re ve 47 35 2017 rage r IDAxIZSyOSpnperCOHMIL 1 Og 1 zP836-IlooBSa9H 1 uF141 at I W Aa324BJ?OKppolD 1 FJzyRvO6 11 0- 0 33.89..14 7.0 10.9.15 T 14.6.1 I20.4-0 25-4.0 0' 1 .8.3 .0-04 .2.2 .9.15 3 Sx8 = 20 11 3x8 = 44 = Scale = 1 47 0 5.00 F12 4 21 5 22 6 23 7 30 = 2x4 1 3x4 = 3x4 = 3x8 = 2x4 11 1.5x8 STP= 3x4 = 6x8 = 1.5x8 STP = 2x4 11 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In loc) 1/dell Ud PLATES GRIP TCLL 20.0 b lkfiltg desl0n. 8rockV lrxlM-ak,K1 Is to lrovenl xrckling of web aryl/or Is always te(ltlhe(1 for skd)lnly (xxl to l)tevenl cotl(tlne vAlh r Mlle vetsonat Injtay and Irolxlty darnatle Fol general gtrkkx,ce tell(1tc9ng the Plate Grip DOL 125 TC 0.49 Veri(LL) 0.08 16 >999 240 MT20 244/190 TCDL 7 0 Lumber DOL 1.25 BC 060 Ven(TL) -0 15 14-16 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.86 Horz(TL) 0.05 12 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix -M) Weight: 137 Ib FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except BOT CHORD 20 SP No.2 end verticals WEBS 20 SP No 3 BOT CHORD Rigid telling directly applied or 6.0-0 oc bracing. REACTIONS. (lb/size) 10=-175/0-8-0,2=1029/0-8-0,12=2568/0-8-0 Max Horz 2=132(LC 7) Max Uplift 10=-293(LC 19), 2=-492(LC 8), 12=-1223(LC 5) Max GravlO=193(LC 6), 2=1038(LC 19), 12=2568(LC 1) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (Ib) or less except when shown TOP CHORD 2-3=-1993/911, 3 -4= -1809/863.4 -21= -1476f747,5 -21=-1476(747,5-22=-1476f747, 6-22=-1476!747, 6-23= 462/1004,7.23=-462/1004, 7-8=-495/1068, 8-9=-378/796, 9-10=-148/332 BOT CHORD 2-17=-859/1798, 16-17=-859/1798, 15.16=-804/1673, 14.15=-804/1673, 14.24=-307/603, 13-24=-307/603,13-25=-307/603,12-25=-307/603,11-12=-826/421 WEBS 4.16=-141/509, 4-14=-262/167, 5.14=-394/342, 6.14=-532/1134, 6-13=0/279, 6 -12= -2012/963,7 -12=-708/443,8-12=-294/146,8-11=-134/438,9-11=-882/422 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18, MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical left and nght exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 293 Ib uplift at joint 10, 492 Ib uplift at joint 2 and 1223 Ib uplift at joint 12. 7) "Semi-rigid pitchbreaks including heels' Member end lixlly model was used in the analysis and design of this truss 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 Ib down and 213 Ib tip at 7.0.0, 87 Ib down and 122 Ib up at 9.0-12, 87 Ib down and 122 Ib up at 11.0.12, 87 Ib down and 1221b up at 12-8.0, 871b down and 122 Ib up at 14-3.4, and 87 Ib down and 122 Ib up at 16-3.4, and 173 Ib down and 213 Ib up at 18-4.0 on top chord, and 307 Ib down and 137 Ib up at 7.0.0, 651b down at 9.0.12, 65 Ib down at 11.0.12, 65 Ib down at 12-8.0, 65 Ib down at 14.3.4, and 65 Ib down at 16.3.4, and 307 Ib down and 137 Ib up aI 18-3-4 on bottom chord. The desigrVselectton of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard Continued on pane 2 d& WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE 07.7473 rev. 10e03?015 BEFORE USE. Design v(Akl rot use ordy with W lekO connoclors. This do-Jpn Is Ixlsed only ul. an Ix]rarnoleis sWvn). and Is for on kxllvkkrd Lulldprtg eornlx>nenl. nut a htrss systern BeWre Ino, lho lxdkling (kniont.4 inns/ verily the ap1wk(b0lty of des") pxncanelen cmcl pcgxnty ktcurlwrale this (knbon Into 11x; overcdt 1 Indivkkrll htrss clmd members unly. AddlllorKil I(.hntxtrary eaxl lznncrnont Ircr_hV WOWblkfiltgdesl0n. 8rockV lrxlM-ak,K1 Is to lrovenl xrckling of web aryl/or Is always te(ltlhe(1 for skd)lnly (xxl to l)tevenl cotl(tlne vAlh r Mlle vetsonat Injtay and Irolxlty darnatle Fol general gtrkkx,ce tell(1tc9ng the 6904 Parke East Blvd. IoLxicotkxt. slur(gle. dollvexy. (:rection and l x(idnri or eussos and bins syslems, an:ANSI/IDI t Quality Cdtedo, DS6-89 and SCSI Building Component Tampa, FL 33610SafelyInformationavcJlalAenomhussNOWInstitute. 218 N. lee Saeel. Sulfa 312. AlexancJrto, VA 22314 Jobruss Truss Type ry Ply d eus syslotn Ik tae ttso. Ih[r IxrUdli>U ck/skttx t tmrsl vuilly IM c4rwiccdwly of ck sip 1 I ncanelws cxxl lrgxaily blccaPoiole Ihk duslDn Inlu IIx uvetctll Ixtll(Ancl dusion. IDcichft Indicated Is to prevent buckling of IndlvldtKll fitiss web aril/oi chord meinbwt oNy Acktllloixll let nlntvry and Ix nnarlenl Urcrb 0 MOW lv alwoys iegttlted la slal>tllly atxi to ptovenl cdlgne with IxnsS le I,etsotxtl M11haY cxxl l iolx=rlY dcxna{)<: fa {lenetal UtAdanco tegctidklD Ihv lolAtcolkm, slofcW. dollvery. oiecllon cltxf 1 xdcM1>V of IRMUM at K1 ktts systems. soc-ANSUTPI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Poike Eosl Blvd Safety Information awillal,le coin Ous Hole Institute. 218 N. leo Shoot. Stile 312, AlexarxLkt. VA 22314 Tampa. FL 33610 Tt230a802 W P0110 Hl Roof Special Girder t 1 opbOR"eference optional) nuitaers rrrsrxurce, rarrya. crani i.vy. rrorraa a,oo ID:4xiZSyO5pnperCOHML109IzPS36.1?ooBSa9H1uR4IalEIWAa324BJ?0KppdID1FJzyRv06 LOAD CASE(S) Standard 1) Dead + Root Live (balanced). Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1.4=-54, 4-7=-54, 7.8=-54, 8-9=-54, 10-18=-20 Concentrated Loads (Ib) Vert. 4=-126(F) 7=-126(F) 15=-41(F) 16=-307(F) 14=-41(F) 5=-87(F) 13=-41(F) 6=-87(F) 12=-307(F) 21=-87(F) 22=-87(F) 23=-87(F) 24=-41(F) 25=-41(F) WARNING - Varfly doa/gn peramoters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE GAGE MIF7473 rov. 1"31015 BEFORE USE. Deskin valkl lot use oitly wllh M lek® conneclois. Ills deslUn Is based Oidy upon jxucnnelers siKwAi. Oral Is lot cal M1K1lvldlKll IxllWllt(J component, not d eus syslotn Ik tae ttso. Ih[r IxrUdli>U ck/skttx t tmrsl vuilly IM c4rwiccdwly of ck sip 1 I ncanelws cxxl lrgxaily blccaPoiole Ihk duslDn Inlu IIx uvetctll Ixtll(Ancl dusion. IDcichft Indicated Is to prevent buckling of IndlvldtKll fitiss web aril/oi chord meinbwt oNy Acktllloixll let nlntvry and Ix nnarlenl Urcrb 0 MOW lv alwoys iegttlted la slal>tllly atxi to ptovenl cdlgne with IxnsS le I,etsotxtl M11haY cxxl l iolx=rlY dcxna{)<: fa {lenetal UtAdanco tegctidklD Ihv lolAtcolkm, slofcW. dollvery. oiecllon cltxf 1 xdcM1>V of IRMUM at K1 ktts systems. soc-ANSUTPI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Poike Eosl Blvd Safety Information awillal,le coin Ous Hole Institute. 218 N. leo Shoot. Stile 312, AlexarxLkt. VA 22314 Tampa. FL 33610 JoTruss Truss Type Qty ply int verify llw olrcolAlly of design 1=.ncamaers cnxf Irofedy bwL4poialu this design Into the ovma0ulionssyslsnl. I1171ae ine, Ova frdldho destunel mlr IxplcflrKi dosign. Hcicing Indicoled Is to prevent Ixiek liV of indlvkhK11 brrss web aryl/o1 chord mendxers xdy. Addllbrxd lenq»iory ax11x-Minanonl lrcrlrlU WOW Is always io%died for slobllliy and to pievenl cotigne wllh possilAe 1?ev"Kd kljrxy aid lAolxarly c"noge. for Doneral gukfrnce iegading the 6804 Parke East Blvd 712304803 W PO1 t 0 HJ7 Diagonal Hip Girder 5I JwP0110 tI SPACING- 2-0-0 CSI. Job Reference (optional) MUMS 1-irsr5ource. 1arropo. rroni 1,0y. rmrlua al000 • o.,, a ^w •• • _^ • ""•.^.... ...- • . -- -- y., --.. _ir_ ID•4xiZSyOSpnperCOHML 1 Og 1 zP836-mCMA0obn2L01r89xn01 P7HaHL1Oy3P2mztmprPyRv05 1.5.0 S•2.9 8.10.1 1.5-0 5.2.9 4.7-8 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 Scale= 1:21.1 20 = PLATES GRIP MT20 244/190 Weight' 41 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 20 SP No 2 BOT CHORD Rigid ceiling directly applied or 9.4.1 oc bracing WEBS 20 SP No 3 REACTIONS. (Ib/size) 4=115/Mechanical, 2=481/0-10.15, 5=295/Mechanical Max Horz2=180(LC 4) Max Upl1114=-94(LC 4), 2=-267(LC 4), 5=-116(LC 8) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-779/300,11-12=-752/303.3-12=-720/309 BOT CHORD 2.15=-399!721, 15.16=-399!721,7.16=-399/721,7.17=-399!721,6-17=-399/721 WEBS 3.7=0/253, 3-6=-768/425 NOTES - 1) Wind: ASCE 7-10; Vuf1=140mph (3 -second gust) Vasd=108mph, TCDL=4.2pst; BCDL=5.Opsl; h=1511; Cal. II; Exp C; Encl., GCpi=0.18, MW FRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide will Irl between the bottom chord and any other members. 4) Refer to girder(s) for 1n1SS to IRISS connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 Ib uplift at joint 4, 267 Ib uplift at joint 2 and 116 lb uplift at joint 5 6) `Semi-rigid pitchbreaks including heels" Member end lixily model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 Ib down and 14 Ib up at 1-4-15, 14 Ib down and 14 Ib up at 1.4.15, 27 Ib down and 54 Ib up at 4-2-15, 27 lb down and 54 Ib up at 4-2-15, and 44 Ib down and 103 lb up at 7.0.14, and 44 Ib down and 103 Ib up at 7-0.14 on top chord, and 8 Ib down and 1 Ib up at 1-4-15, 8 Ib down and 1 Ib up at 1.4.15, 9 Ib down and 0 Ib up at 4-2-15, 9 Ib down and 0 Ib up at 4.2-15, and 24 Ib down at 7-0-14, and 24 Ib down at 7.0.14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as fionl (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-4=-54, 5.8=-20 Concentrated Loads (lb) Vert: 13=-48(F=-24, B=-24) 15=3(F=1, B=1) 16=-12(F=-6, B=-6) 17=-34(F=-17, B=-17) WARNING - Verfly design perameprrs end READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MB•7473 rov. IM3W 1S BEFORE USE 5.2.9 wt 1 int verify llw olrcolAlly of design 1=.ncamaers cnxf Irofedy bwL4poialu this design Into the ovma0ulionssyslsnl. I1171ae ine, Ova frdldho destunel mlr IxplcflrKi dosign. Hcicing Indicoled Is to prevent Ixiek liV of indlvkhK11 brrss web aryl/o1 chord mendxers xdy. Addllbrxd lenq»iory ax11x-Minanonl lrcrlrlU WOW Is always io%died for slobllliy and to pievenl cotigne wllh possilAe 1?ev"Kd kljrxy aid lAolxarly c"noge. for Doneral gukfrnce iegading the 6804 Parke East Blvdfobik,ollon. sloiooe. dellveiy, en:cllon aid t wicklg of Inlsses and from systems. woANSI/IDI l Oualfy Criteria, DSB-89 and BCSI Buildings Component 528 Safety Information uvoltohle from lions Plote Institute. 218 N. I oe Sheet, %ulle 312. Nei(cn)lrki, VA 22314 SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud Plate Grip DOL 1.25 TC 033 Ven(LL) 0.03 6-7 999 240 Lumber DOL 1.25 BC 0.43 Ven(TL) 0.09 6.7 999 180 Rep Stress Incr NO WB 0.29 Horz(TL) 0.01 5 n/a We Code FBC2014/TP12007 Matrix -M) PLATES GRIP MT20 244/190 Weight' 41 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 20 SP No 2 BOT CHORD Rigid ceiling directly applied or 9.4.1 oc bracing WEBS 20 SP No 3 REACTIONS. (Ib/size) 4=115/Mechanical, 2=481/0-10.15, 5=295/Mechanical Max Horz2=180(LC 4) Max Upl1114=-94(LC 4), 2=-267(LC 4), 5=-116(LC 8) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-779/300,11-12=-752/303.3-12=-720/309 BOT CHORD 2.15=-399!721, 15.16=-399!721,7.16=-399/721,7.17=-399!721,6-17=-399/721 WEBS 3.7=0/253, 3-6=-768/425 NOTES - 1) Wind: ASCE 7-10; Vuf1=140mph (3 -second gust) Vasd=108mph, TCDL=4.2pst; BCDL=5.Opsl; h=1511; Cal. II; Exp C; Encl., GCpi=0.18, MW FRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide will Irl between the bottom chord and any other members. 4) Refer to girder(s) for 1n1SS to IRISS connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 Ib uplift at joint 4, 267 Ib uplift at joint 2 and 116 lb uplift at joint 5 6) `Semi-rigid pitchbreaks including heels" Member end lixily model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 Ib down and 14 Ib up at 1-4-15, 14 Ib down and 14 Ib up at 1.4.15, 27 Ib down and 54 Ib up at 4-2-15, 27 lb down and 54 Ib up at 4-2-15, and 44 Ib down and 103 lb up at 7.0.14, and 44 Ib down and 103 Ib up at 7-0.14 on top chord, and 8 Ib down and 1 Ib up at 1-4-15, 8 Ib down and 1 Ib up at 1.4.15, 9 Ib down and 0 Ib up at 4-2-15, 9 Ib down and 0 Ib up at 4.2-15, and 24 Ib down at 7-0-14, and 24 Ib down at 7.0.14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as fionl (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-4=-54, 5.8=-20 Concentrated Loads (lb) Vert: 13=-48(F=-24, B=-24) 15=3(F=1, B=1) 16=-12(F=-6, B=-6) 17=-34(F=-17, B=-17) WARNING - Verfly design perameprrs end READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MB•7473 rov. IM3W 1S BEFORE USE I)c—Jul validfor trse oi11y vAlh MIIek0 coni*,lois Bits design Is Ixwsed only ul=in shovnl, and Is la (1) IndivkAlof bultlbq coinfy,'Amit. not wtintverifyllwolrcolAllyofdesign1=.ncamaers cnxf Irofedy bwL4poialu this design Into the ovma0ulionssyslsnl. I1171ae ine, Ova frdldho destunel mlr IxplcflrKi dosign. Hcicing Indicoled Is to prevent Ixiek liV of indlvkhK11 brrss web aryl/o1 chord mendxers xdy. Addllbrxd lenq»iory ax11x-Minanonl lrcrlrlU WOW Is always io%died for slobllliy and to pievenl cotigne wllh possilAe 1?ev"Kd kljrxy aid lAolxarly c"noge. for Doneral gukfrnce iegading the 6804 Parke East Blvdfobik,ollon. sloiooe. dellveiy, en:cllon aid t wicklg of Inlsses and from systems. woANSI/IDI l Oualfy Criteria, DSB-89 and BCSI Buildings Component Tampa. FL 33610SafetyInformationuvoltohlefromlionsPloteInstitute. 218 N. I oe Sheet, %ulle 312. Nei(cn)lrki, VA 22314 JoTruss SPACING- Truss type0 ty DEFL. 0 I/dell Ud TCLL 200 Plate Grip DOL 1.25 Tt2304804 W POt 10 V3 Valley t 7 1wpoil 1.25 BC 0.06 Ven(TL) n/a n/a Job Reference (optional) Builders FastSouice. Tampa. Plant City. Florida 33566 7 ow s nug ro 2017 M sw mwa, e> ",C; „V ..yo I D•4x1ZSyO5pnperCOHML 1 Og 1 zP836-mCMAOobn2L011B9xn01 P7HaLLIU13TZmzimprPyRvO5 3.2.8 3.2.8 Scale = 1:9 6 2x4 G 20 II LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in (loc) I/dell Ud TCLL 200 Plate Grip DOL 1.25 TC 008 Ven(LL) IVa n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Ven(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n1a We BCDL 100 Code FBC2014/TP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=8513-1-14,3=85/3-1-14 Max Hot 1=57(LC 7) Max Upliftl=-36(LC 10), 3=-47(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 10 Ib FT = 0% Structural wood sheathing directly applied or 3.2.8 oc purlins, except end verticals Rigid telling directly applied or 10.0.0 oc bracing NOTES - 1) Wind. ASCE 7.10, Vult=140mph (3 -second gust) Vasd=108mph, TCDL=4.2ps1; BCDL=5.OpS1; h=1511; Cal. ll, Exp C; Encl., GCpt=0.18, MW FRS (envelope) gable end zone and C -C Interiot(1) zone, cantilever [ell and right exposed; end vertical tell and right exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will lit between the bottom chord and any other members 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 Ib uplift at joint 1 and 47 Ib uplllt at joint 3. 6) 'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNWO - Verify design peremeters and READ NOTES ON THIS AND INCLUDED MrrEK REPERANCE PAGE ML -7473 rev. IOM312016 BEFORE USE. D t—JW vatld 101 trse oNy with Mllekm connectors. this design k IXJV_KJ oNy ul: _r11 0101 peters slwwn. arKJ Is lot on 6xilvidmi Ixill(A tp compownl, rx)I a Inas syslent Iktlau tse, Ilxr txLdlilO ckrsipixtl total verily 11x; alr iwal eIN o1 ck sltln rynrnnelws aixt l aolxally htcoilx>tolca Ihk deskat Inlu the uveicAl MllcfirKi cfeslon. tacnhg Ilvibaleci is to lrevenl LxlckllrlC of IlxiNkltKA ktrs web and/ol chid momixtls only AddlllaxA tentlxxcxy cxxf lxnncnxnl 1lrcrlrl0 WOW a cltwoys rewlo(J lot slot1111ry caxl to I)fevenl etNlaPse wllh ix>ssRAO Ixnsoi)d k*aY axf Iroueity ckxno0e foi general g%Adatx:e leVcvdIrV the 6904 Parke East Blvdlobilco8on, slotct0e. dollvery, eroclknt arxl hiocino of Ines .-s and pusssysleim, weANSI/11011 Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610SafetyInformationovdlahleuombussPoolebatltule. 218 N. Lee Sueel. Stdte 3Y2. Nexandila. VA 22314. Job Truss Truss ype717 CSI. ty 20.0 Plate Grip DOL 125 TC 0.30 Tt2304605 w Po110 V5 Valley BC 023 IWPO110 1 0 0 ' Rep Stress Incr YES WB 0.00 Job Reference (optional) Bu ldeis FnsiSowce. Tampa. Plant Cay. Florida 33566 r 640 s Aug is 2017 MeeR mousuies me I hip wl 19 ve a o cv, . .aye I D:4xrZSyOSpnpe rCOHML 1 Og 1 zP836-mCMAOobn2L011B9xn01 P7Halw)R53TZmztmprPyRvOS 5.2.8 5.2.8 2x4 11 20 2x4 II LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 125 TC 0.30 TCDL 7.0 Lumber DOL 1.25 BC 023 BCLL 0 0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014fTP12007 Matrix) DEFL. in (loc) I/dell Ud Ven(LL) n/a n1a 999 Ven(TL) rt/a Na 999 Horz(TL) 0.00 3 n/a Na LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No 3 BOT CHORD REACTIONS. (Ib/size) 1=159/5-1-14,3=159/5-1-14 Max Horz 1_105(LC 7) Max Uphf11=-67(LC 10), 3=-88(LC 10) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. Scale= 1. 14.7 PLATES GRIP MT20 244/190 Weight: 17 Ib FT = 0°e Structural wood sheathing directly applied or 5.2.8 oc purlins, except end verticals Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES - 1) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psl; BCDL=5.0psl, h=1511; Cal. II; Exp C; Encl., GCpi=0.18, MW FRS (envelope) gable end zone and C -C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS lot reactions shown; Lumber DOL=1.60 plate gnp DOL=1 60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Ill between the bottom chord and any other members. 5) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 67 Ib uplift at joint 1 and 88 Ib uplift at joint 3. 6) 'Semi-rigid pitchbreaks including heels' Member end lixily model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO -7473 rev. IM"015 BEFORE USE Design valid lot use only Y^ 10111ekS contx.c lots. Ills desktn Is Ixiwd oily ill. A) Ixuiainelem shown. and Is for an Incllvkkral 1 q)NdlrKj cot v)pooevil. ral a bass syslem. bolae trw. Itx: txt6cllno ckask nut must verily the cuAAlcal Ally of ck sign lxnalnolas and I>iolxriy ktcurx>tuiv #Ns ckeslUn Into Ilx: ovmalt Ixth(JhL; deslUn litcxk)U Intikatecl h to piuv(-nl IxtckllrK)of IndNki%K4 Miss wL-b cntd/o chord momlx:is aNy. AdctlllorvA lentl>oiaty (axl lx--iinanent 1>icK:InU WOW Is always tecitlAxl la stability ax] to Ixevent collapse vAlh poss9tle 1-ul"Xtt ktltny and lNopeity dainage. to Uerwial gukfonce teUcxding the lalrk;allm stoicgo, delivery, eteclk>rt axl lxcK:lnU of ntmes cmd Into syslans weANSI/iPil Quality Criteria, 0S5 -E9 and SCSI Building Component 6904 Parke East Blvd Safety Intormalton available Iran buss Plate Institute. 218 N Lee Street. Sulle 312. Alexonckla VA?2314 Tempo, FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y 4 offsets ore indicated. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1 Additional stability brocing for truss system, e g and fully embed teeth. TOP CHORDS diagonal or X-brocing, is always required. See SCSI. 1 cr-2 C2.3 2. Truss brocing must be designed by an engineer. For 0-1/ 11.— 1dr4WEBSro wide truss spacing, individual lateral braces themselves 0 may require brocing, or alternative Tor I 0 bracing should be considered. r 3 0 U 3. Never exceed the design k>ading shown and never materials on inadequately braced trusses UO stock 0. a0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c•s cap cae r— BOTTOM CHORDS designer, erection supervisor, property owner and oil other interested parties. plates 0-'49' from outside edge of truss. 8 7 6 5 S. Cut members to bear tightly against each other. 6 Place plates on each face of truss at each This Symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at rant required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are reguloted by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably y protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in 1120/20 software or upon request. NUMBERS/LETTERS. 8. unless otherwise noted, content Lumber shall not exceed 19% at timeime of of fabrication PRODUCT CODE APPROVALS 9. Unless expressly noted. this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant, preservative treated, at green lumber. The first dimension is the plate 10 Comber is a non-structurol consrdefotion and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead load deflection. the length parallel to slots. 11. Plate type, size. orientation and location dimensions indicated ore minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used snow be of the species and sae, and in all respects, equal to or better mon that Indicated by symbol shown and/or by text in the brocing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I brocing spacing indicated on design. if indicated. Lumber design values are In accordance with ANSI/TPI 1 14 Bottom chords require lateral brocing of 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown ore the responsibility of others. Indicates location where bearings 16 Do not cut or alter truss member or plate without prior supports) occur. Icons vary but 2012 MiTek® All Rights Reserved approval of on engineer. reaction section indicates joint number where bearings occur. 17. Install and food vertically unless indicated otherwise. Min size shown is for crushing only. RN mm It 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1. Notional Design Specification for Metal 19. Review oil portions of this design (front, bock, words and pictures) before use Reviewing pictures alonePlateConnectedWoodTrussConstruction. is not sufficient. DSB-89: Design Standard for Bracing. e BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling. M!Tek ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 i RECORD COPY r City of Sanford Building and Fire Prevention Product Approval eP, Lc Permit # # 1 7- 3 1 8 8 Project Location Address Sq NFoRo O\ k7tvlEi ification Form e 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.floridabuildinQ.orQ. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Fiber Classic FL15000-R2 Sliding MI Windows & Doors 420 FL15332-R2 Sectional Wayne Dalton 5120/6100/9100 #0230 FL9174.3-RI I Roll U Automatic Other 2. Windows Single Hung Silverline Bldg Prod. Corp. Series 2900/4900 Single Hung FL19715-R2 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category/ Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Aluminum Coils Mastic Endurance FL12194-R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed CorpRoofinL CertainTeed As halt Shin les FL5444-R10 Underla ments InterWra , Inc Underla ents FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Lomanco Aluminum Roof Louver FL3792-R8 Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Descri tion include decimal S. Shutters Accordion Bahama Colonial Roll u 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 FL158-R8 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 6/9/2017 Florida Building Code Online Ilk Businessi &A.Wessional SCIS Home I Log In I User Registration ! Hot Topics ! Submit surcharge ! Slats S Facts ! Publications FOC Stall ! BUS Site Map ! Links ! Search b a r Product Approval S I ( A USER: Public User Product Approval Menu > VroQytt or AodlCallon Search > Application List > Application Detail FL # FL15000-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rlckw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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 Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of independence FL15000 R2 COI Certificate Of lndependence.Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/ W DMA/CSA 101/I. S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://OoridabLilding.org/pr/Pr_ppp dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8p/o2fuCfc2MRiSC82ip/o3d*/o3d 1/3 6/9/2017 Florida Building Code Online FL15000 R2 Eouiv FL - IS000 Eouiv of Standards odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/19/2015 Summary of Products FL # Model, Number or Name Description 15000.1 a. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or X0, 0X0, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 It INST 15000.1.odf 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 15000.1 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.1.1)df additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.2 b. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 11 INST 15000.2.odf 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 15000.2 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.2.odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.3 c. "Fiber -Classic" or "Smooth -Star" 8'0 'Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or X0, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes F1.15000 R2 II INST 15000.3.odf 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 15000.3 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.3.odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.4 d. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 It INST 15000.4.odf 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 15000.4 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.4.odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.5 e. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) htips://noridabLilding.org/pr/pr app_dll.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8%2fuCfc2MRiSC82w%3d%3d 2/3 6/9/2017 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 11 INST 15000.5.Ddf 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 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.5.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of Installation.) 15000.6 f. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 II INST 15000.6.Ddf 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 15000.6 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.6.Ddf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of Installation.) BCI: uest Contact Us:: 2601 Blair Stone Road. Tallahassee R 32399 _Phone: 850.487-1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact &50.487.1395. 'Pursuant to Stolon 455.275(1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Deparment 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 45S, F.S., please click here . Product Approval Accepts: W3 ®d9 Credit Card Safe Ilttps://Iloridabuilding.orglpr/pr_app 00.aspx?param=wGEVXQwtDquS73Fr2ZylPozAnA6CzHQ3yMKg2Hy8%2fuCfc2MRiSC82w%3d%3d 3/3 r s Vj L MNC£ ST11£ BOTTOM/ RAIL FIBER C[A15 6 () VER]1:AL CROSS SEMON J DOOR PANEL Immor e i to E 24/12 ;° 18 N.T-& 9 gn JK o 1. m IFS ; aa NO. a0 FL -75000.3 0 a...............,.e......e.....w...........e.............»....e.....r.r.n......+.n.e.,.....esae.en.mon.++xv....00......s.,.n.o—....-..re.-..ate........ 25' STEcT I NTERtOR fOTERCEPT SPACER 40 41 SEE NOTE t 5" INSULATED GLASS W/ SWC LITE FRAME GLA71NG DETA41 13.9379 MAX . PANEL WJDTH 7.175 MAX D.LO. WIDTH I b 4 2 4 x d OJ c S!DELITE PANEL Smooth Star AIR SPACE 1/8" L.25' STEEL 7ELiPERED 1 14R INTERCEPT CLASS SPACER may,•\•' 29 SEE NOTE 1 5" INSULATED oc W/ PVC L1TE FRAME GUZING pETAIL 7/2" MIN. GLASS THK I/fi" TEMPERED CLASS AIR SPACE 1/8" TEMPERED GLASS E 1 IYUI[ 1 till 1, IN p18 J[ a6;z nn may,•\•' 4 5(DEL(TE PANE d VE tl 2 22r sa7 mod E 1 IYUI[ 1 till 1, IN JLG 1 \ HOPJIOMAL C.4055 SECTION 4 5(DEL(TE PANE 21ST 22r 42 i h••–SMS PLASTIC LIP ! 11E F7AMC 1 PLISifC UP LITE FRAME EXTRUDED PVC FJfTNUDEO SNC I,pg VEHi1G1l CRt1SS SECTIONr2"\ 4 SIDELRE PAUEt bum t 1.531"—{ TI I.Sf i lt^- 1. Spoeinp for Ham X29 h j41 (tits home euews) is as fot(ovs: From the bottom up on stiles: W. with (7) mon spaced at 9.875" o.a then are (2) ovswa both top oral bottom at 2.125' in fmm each 42 SlDEL1TE TOP di 80TTD7d510 1riE BLANK S)0r SALE comer. FINGER JOINTED PON(>FROSA PWE, SCe0,4.3 ANGEF JOINiFD PONIH1105.1 PINS SC=0.43 QaQ J d R 02124172 i We N.LS `- Z se JK e c n: IFS 3 ws .- s ft -13000.3 a 4 o 12 48 49 3 17 J ,ISIMIN. KGW 4. A''$'••~• yzS o Id ig$ P i.• ho Y2 io. mLtpgop A .4• •. ; A 111 L t 1. The sldsOb Is dtrmct set into tF.e jamb witA (72) Rem /43 c IS x 2' pfh. wood screw. Thero ore V, 13 4) of 000h verUcol jamb, from the top down of gn 16 115' 31' 48.5' & SC.. Mery cre (2) of the 1-1/4'MIt1. 21 IL header at 4' from the outside corners of the frome. Thera ore (2) at the dll. 4' from the ui DAIL nyp) Oabldt camtrv. rr•yr pp DMEM QHORIZONTAL CROSS .SECTION 3! 48 1-1/4' MIN. BIOEMB. (PYP) m 1sl0k C-sw 17 13 45 B 43 0 s:..I OR 4Jr C'r J' 1:,7ER(OJ 70 ACTIVE C1 31 1A 36 SEE NOTE 1 33 p 3 E%T7r )OR9 d 21 oec 02/24/',2 t0 16 12 43 N,7.S gq am or, JK 2 NORRONTAL CROSS SECTION i1'3`, HORIZONTAL CROSS SECWN r1 lOg O° s US ; outMo- 760eo.: o fl.003 v 7./18 L or —12 „ o II la y;Ma l+_xk "•` mac? . A.M:: ABN dR A p II Y MUWON a ll 1• 4' I I SHOWN FOR a II n na W0NRY 49 II REFERENCE a JI II k1 II I II MULLION II OPEMNG TYP. HEAD a MULUOKJII a Il REFERENCE II I1 it it Il JAMBS a SHOWN FOR II iW. g 64 C a"• U REFERENCE D 6 act I11 II 1 sg EI u II p p 2X BUCK II I II i', rr *^ lmis N >° n II p 11 II I ASTRAGAL II x II Q SHOWN FOR II m o F u n I I p REFERENCE I I tq cf I p If Cs y II 6 II II a II Z a g It o tI C It if ASMACAL 17f DOUALE Y/SIDE1 TES BUCK ANCHf1RING I SHOWN FOR MASONRY OPENING CONC:WEANCNOtt NOTB: I. Concrtle ondrorroconorn otthn aomea maybeadjusted to makftM the mgt 2X BUCK edge dafance fo nufa Joink 2. Concrete onrharloeotloru noted as MAX. ON CeNfcB'onat be ad)Wed to matntaln rhe min. edge distance to ffcftt)DbU cddtlond concrete anchors may be "t&ad'0 ensue the 74AX ON CJ:N it dimerWon ore not exceeded 3. Concrete anchor tamle: C II 1Ce.!* `•", •t Evttb-ti lJl.'... y;Ma l+_xk "•` mac? . A.M:: ABN dR A nw a 1/4 1-1/4• TAJ CON Y 4' EICo 1/4• 1.1/4' YLTRACON 1• 4' C II II 1UWON II SHOWN FOR IISH 49 REFERENCE II TYP. Hm II JAMBS II II 11 II n na II II II II II II II k1 II I II MULLION II e'" No s.; a Il REFERENCE II I1 it it Il iW. g 64 C a"• a D 6 act 02/24/12 sg MASONRY 49 p p N.T.S. d er JX i', rr *^ lmis N >° n OPENING TYP. HEAD a 1 N o F u nJAMBS y 2x DUCK Z a gC ASMACAL I SHOWN FOR I REFERENCE I C II II 1UWON II SHOWN FOR IISH 49 REFERENCE II TYP. Hm II JAMBS II II 11 II n na II II II II II II II k1 II I II MULLION II e'" No II SHOWN FOR II a Il REFERENCE II I1 it it Il MASONRI OPENIN( 2X BUCK 1 n naI F i a vr a D 6 act 02/24/12 sg N.T.S. d er JX an !Fs FL -16000) nosy—Il-- SEE NOTE 1 aw-- i-- Npm- 21 ASTPACA DETAIL 2 1. THE ASVA.SAL BOLT HAS A 3' THROW AT THE TOP AND THE BOTTOM. 8 8 u r W, iir pi 11* I11 z n o Fr 8 p MP h c g y O o N.T.S. 3 L m JK n 7;;.7 LFS d FL -15000.3 n THERMAITRU THERMA TRU DOORS rte o"., •DOLrADN. ON 4ie1! FIBER CLASSIC" / "SMOOTH STAR" 8'0 INSIMNG w/ & WOUT SIDELITES FIBERGLASS DOOR NON-IMPACr G@!ElAL NOM 1. iha product tm been evaluated acrd a to earpimce wall Nle sih f;7fifion (1014 Raldo Dua tg Code PqslnrcMdtegbornentsicluftlhe-trOYWoolyHwiccme7ane WM. 2 Poductoncharssh06beosWiledandspacedassho"anWaits.Andiwembedrnenttobase moterid shall be beyond wal dmft oratrcco. 9. When ued In the WrIr thIt product Is mquled to be protected Mftt on Inrpoclteestant covering Ifsai cump6m with sedan 1626 of the FIC. 4. WhentaedIn areas auhide of the'NVIQ req&ry;wnd borne debus pmlecNon ft product is requited Lobe protected%ith on Irmod resident coveting that comp6-s*Wedon 1609.32of Y the TB'-- S. DCs. For 2c dud ttmttrtg corstrtno6on arrd+or'rtg of theso roue shd be The sane as if+d dloMn roc 2x buamasonryComhucNom 6. Site cmndlvns Hit deviate Com the detadf of No lowing mule furtheren fjnesfig crxdy* by a kerasd a Vhcerarregislered =Nfect. 7, irk product doesnolmeetlMwaterbditroflonmquQeom bythe"tlVW.ImwilgumshatDe Installed only In non-hoMINs am or at habaabfe locafts protected W an a"Mang « g canaal7ysud11hatteantfebetweentheedgeofcanopyorovedargtosfolrlesthan45 Q degees 373PMAXOVERALL MAhG WIDTH SEE OEM 'Ar/ ESl1c'E7 6 g DaLl&.£ 1Y/SI INSYANG UN7 OXXO t....74AV WX OV ERALL..__....1! MAMEWIDM t f.11V93® t) a SEE DFGVL - s J SHEET rs 9 MM m TABLE OfOOM IS INFETII DiS 011ON 0` I Typtcal ele,a , deAgn premrresA, general notes 2 Doot Donel de= IST001hSIM pn- s Z N$ og 3delok FDerCtossM 4 mile dalOarb detaI& 5 Vedicalcross mca m 6 Hortton d Cans mcbm 7 HaftontdCsouvee S eUCkAnG 9 Forme andlarm 10 hems onchodr9 I1 Astra d 12 W ofmatafats&Components 373PMAXOVERALL MAhG WIDTH SEE OEM 'Ar/ ESl1c'E7 6 g DaLl&.£ 1Y/SI INSYANG UN7 OXXO t....74AV WX OV ERALL..__....1! MAMEWIDM t f.11V93® t) a SEE DFGVL - s J SHEET rs 9 MM m SEE DETP& A-/ 1 SHEET 6 g 5 xbrAg LHlI C r DoottE 1 +47.0 1 -47.0 +M0 3tE a' DOI1Dl! +47.0 -47.0 +60.0IIHSIDELfluI — ---- — — 60.0 aQ gig 3 FL -15000.4 U 1 erai 0` iWt 1 J ` 00Y 7l!!fI11t L pn- s Z N$ ogZX44 z SEE DETP& A-/ 1 SHEET 6 g 5 xbrAg LHlI C r DoottE 1 +47.0 1 -47.0 +M0 3tE a' DOI1Dl! +47.0 -47.0 +60.0IIHSIDELfluI — ---- — — 60.0 aQ gig 3 FL -15000.4 U 1 erai DOOR PANEI Smooth Star HORIZONTAL CROSS SECTION 2J DOOR PANEL 4.037'-+ 1 d U1CH SiiLE 54 70P RA2 STC SEAR) (O= ST R) 56 MNGE'E S7 BOTTOM RAIL 2 VERTIG,L CROSS SECTION SMOOTH STAR) SMGOTTI 57AR) 2 DOOR PANEL arty, en LFS oMwNo FI -15000.4 JQMPoP3 k=0 31 14 VERTICAL CROSS SECTION 5 FA SEE NOTE 2 N, Cd 78 INIEWOR i .`t :S• • SEE NOTE i 2 VEYMCAL CROSS SECTION 5 Ut11Ott n o OO - 9 a %Z a N' Idl cyy o y 3 VERTICAL CROSS SECRON S Shown w/tx sub—bu=k OPTIONAL SURFACE BOLTS ON ACTW- PM EL SEE OESI6N PRESSURE CHART) N0T1-, 1. Tho sidauto to direct oat Into the jamb with (12) Item /43 a IS x 2' pfh. wood screw. Then aro (4) at each vertical Jamb, from the top down of 132x. 31', 485' k 88'.. There are (2) at the header ct 4' from the outside comer of the frame. then ore 2) f13 a $a x 2-1/2' pfh, wood screw a: the sill, 4' from the outalde comers. 2. OPTIONAL SURFACE BOLTS ON AC7Vr- PANEL SEE DESIGN PRESSURE CR4RT) C 0 m o° E 02/24/12 b er 14LTS 9 ss JH s t. ce LFS ; ams m. c FL -55000.4 c 3a 77 9d z 3 z MA SEE NOT1 :+ 1. The sdetite is direct set Wo the jamb 'rrrrrrrrr*Ht ttt``, i s 43 with (12) Rein /43 a #a r 2' pfh. pond $ e screw. There me (4) at each vertical 4 ti 9ha= -ojamb. m the top down at 13.5'. 31', a 485' h 86'. There are (2) at the header Sy {EEg pai• at 4' from the outside comers of the +n ss• c.,. Immo. there ere (2) /13 a je s 2-1/2' ..t .ti:f`•. pfh, wood screw of the ollf, 4' from thef,':.`•;,;ej::. outside comers. INTERIOR 36 45 •' ' y 4t Z9 44 MALA: 35 }7 8 OPTIONAL SURFACE BOLTS ON ACTIVE PANEL gu 1.11-e w L (SEE DESIGN PRESSURE CAWT) $ SAL (nPJ o hn-TOR r3-"N HORIZOMAL CROSS SECTION 3I6 ffg 72 t116°MPL 35 24F G 43 8 7 SEE NOTE 1 34 . 27 a 7 43 33 INACTIVE ' II ACTIVE fp Q1 R - U EXM!QB i1• . ; t Vii:', ..' .`.'t -3.. . .• r+ "1 i' F: o F 13 jNgB QB 36 ' 4 'd i0 37 45 a 9 a0a 02 4 12 £ nfrEajQg we N.T.S. 9 1e ' HORIZONTAL CROSS SECTION2 HORIZONTAL CROSS SEC77ON o F d a. m !FS ; G 8 FL-15000.4 n W 6or? w0 PO 4' 8, u II110M IITY'• HEAD I I & awes 11 II n 1 I Ir`-MULUON II REFFERD+CE I I fl u n u II g4 4 . B II - 0 D tl D it N II ASTRAGAL II RW TA CON 114' SHOWN FOR U REFERENCE II U II B II D B D MULLION -A SHOWN FOR II REFERENCE i D it B it D 11 1 1 li 11 MASONRY, 2Y. CON 1PS; I. Connrte ancharbcalrom at the comers may be 04L Wed to maintoin the mh ed2o dittonce to makejdntt: 2. Concrete anchor bwffww noted as MAXONCFNIErmurtbead*uded10 mdntaln the min. edge dblonu to ffmWwjobrtL oddWo al conen.la anchors may be required to armee the 'MAX ON CENMr dunendon are not weeded 9. COnaele anchortude: F.L Colt: nr`tJfDi}• MrN:'•, •N•W,C-iEARANCI+ lk£t tANEE E_::. 1 EJiJBI MF(71'. • '?. 5;- F f,Er:-: 1f i RW TA CON 114' 1-1/4"27 4" ELCO 1/4' ULTNICON 1-1/4' 1' 4' aU 2x II II I 38 II II II TYP HEAD I I do .IAMBS I I II II I II II MuwoN II II SHOWN FOR II II REFERENCE II II 11 II MULLIOk)III II SHOWN FOR II II REFERENCE II it II II II II II 1 1 1 TYP. HEAD acJAMBS j `ASTRpGAL I SHOWN FORREFERENCE B 1 B D D i a D U D D a - ...••. ^ nwgi r DOOR r 9L1CK ANCHORING r1 7 A 9 MASONF OPENIt FRAN lV 2x suc SEE DETNL VIEW 'a' - P. --I r— A. DOUBLE DOOR W(,SIDEU1ES CONCRFTEANCHOR NOTES: 1. Concrete ondw iocations at the corers maybe 04WIed to maintotn the mix edge defence to moAorjoints. 2. Concmbcncnorrocattorunotclot%LktoNCENTFR'mustboodwstodto malMaht the mo- odgo dbkmo to moriar]o1rtS addEonot concrete anchors may be regi Bred to esmtre the %tAX bN CH4W dhnendon ore not ameaded. I Concrete oncW table: WE SRI 3 ^= ?MB IiAA''?4d13k oNRC RtITW ITW TA!•CON TAPCON° 3" 1-t/Y WOOD SCR13V RMALIATION NOTL3 1. Mointah a rr htmum S/8' edge drfance. 1' end diVenoe, b i• o.G ;Pod1g of wood screws to prevent to spPft at wood. THESE- (2) ANCHORS C' A" I jilif II r...ti t:`Q C Q i'1 Edi 1 p`7 fT l rl SEE JLLO I l L oETAa 'z'• Z N%t 1' 17 STiLL BUGIt ON p Y W X BUCKN MASONRYW/1X s o1'FNINC E-\ fJ ,YP. HEAD & i 8 = c W/tK BUCK Al Ild rS'L4LLAT10tf TR wusc o eltctt K 1! SEE TYP. HEAD a JAMBS O BUGt DETAIL '1' t• I 2X BUCKSEE TYP. SRL 14 1 t l i t 1 1 1 t III DOUBLE DOOR W(,SIDEU1ES CONCRFTEANCHOR NOTES: 1. Concrete ondw iocations at the corers maybe 04WIed to maintotn the mix edge defence to moAorjoints. 2. Concmbcncnorrocattorunotclot%LktoNCENTFR'mustboodwstodto malMaht the mo- odgo dbkmo to moriar]o1rtS addEonot concrete anchors may be regi Bred to esmtre the %tAX bN CH4W dhnendon ore not ameaded. I Concrete oncW table: WE SRI 3 ^= ?MB IiAA''?4d13k oNRC RtITWITW TA!•CON TAPCON° 3" 1-t/Y WOOD SCR13V RMALIATION NOTL3 1. Mointah a rr htmum S/8' edge drfance. 1' end diVenoe, b i• o.G ;Pod1g of wood screws to prevent to spPft at wood. THESE- (2) ANCHORS C' A" REO'D ONLY WHEN S DP > 47 PSF - r...ti t:`Q C Q i'1 Edi 1 p`7 fT l rl Qui J LLO I l L Z N%t g: o p iitl% N MASONRYW/1X s o1'FNINC BUCK i 8 = c W/tK BUCK Al Ild rS'L4LLAT10tf 1! FRAME TYP. HEAD a JAMBS O BUGt crib 3n I 2X BUCKSEE SEE TrP D TAILDETAILz aE TTP. Stu J i t 1 t C— R. —Zl L—A' NEW - A iI sI 4N6LE DOOR W/S)DE7R"5 13 i 49 Jp JO W/ZX BUCK 1 0 31 INSTALLATON 31 1J 76 W/1% BUCK lEISTALLA_no, e 0 10 DEL#JL '3DETAIL '2` 10 ASTRAGAL k SURFACE BOLT STRIKE PLATES ® HEAD 10 w DETAIL 5' 13 1 J1 o i t 0 —02/24/12 13 scut N.TS. 0 JO om In JK DETAIL 'I' cof' sn LFS 9 DETAIL '4' SURFACE BOLT STRIKE PLATE °NQQ /O' THRESHOLD FL -15000.4 e ensu 9 ori 0 DETAIL '3' VIEW 'B'—"B' A" 1 SEE DETAIL '2' E T2. SILL SEF DETAIL "4' B- --j L— A- O1M. DOOR CONCRFTEANCHOR NOTE . T. Canorfe cnd bcaffbm of the carers m0y be c4usted to mobntoin Me min edoe distance to mortes Joints 2. Concrete a/hdwrtocoftorsroted at MokX. ON CENMrrnust be acWm'od to mointab The mh edge distonce to moew Jouns addTionot connote anchors may be requbed to ensure the "MAX ON CBJTER'dhmmon ore not w=aded 3. Cor>crete a wha tobw SC1P _ DTACEK6x: C•--ir_uc. iLG f.}:r^ .:3ii_ =moi 9)?_ :iu}ajQi[.aG71[:—.. ITW 0 1/f' 1•T/P 2' 4TAPCON IIYV 311'r1-1/4' 1-1/T7:4PCONo S11 OD 3CREW NgALLAWN NOTEL' 1. Maintc n 0 mb*mjr) SB' edge cWance, 7' end tfeanae, d I' o.c. sp=kQ cf wood screws to prevent ft» spitting oT wood MASONRY -J "'" "' OPENING& 4t .wteS FRPb1E — 2x BUCK — — SEE fq L4 DETAIL O .5. tP. SILL — a.1 I 1 I DOOR g K N13 13 10— ) DETAIL "S" W/1X BUCK 50 INSTALLATION W/Zt( BUCK 13 SALLA o DETAIL 4" 3P F 49 0 30 Y/2X BUCX 73 0 37 INSTALLATION 3 ; W/1x BUCK INSTALLATION 48 DETAIL '2' G ASTRAGAL dL SUR.FACE BOLT o STRIKE PLATES ® HEAD n 37 ILLLM o -oz AM 02./24/12 30 o JO °C"; of JK N.T.S. DETAIL ° w- SURFACE BOLT STRIKE PLATE O0L e' Lf5 m THRESHOLD 01O41I FL -13000.4 am IQ ort I LL MASONRY w c INSTAL OPENING jINSAu TYP. HEAD & FRAME JAIABS 11 2x SUCK DETAIL '3' VIEW 'B'—"B' A" 1 SEE DETAIL '2' E T2. SILL SEF DETAIL "4' B- --j L— A- O1M. DOOR CONCRFTEANCHOR NOTE . T. Canorfe cnd bcaffbm of the carers m0y be c4usted to mobntoin Me min edoe distance to mortes Joints 2. Concrete a/hdwrtocoftorsroted at MokX. ON CENMrrnust be acWm'od to mointab The mh edge distonce to moew Jouns addTionot connote anchors may be requbed to ensure the "MAX ON CBJTER'dhmmon ore not w=aded 3. Cor>crete a wha tobw SC1P _ DTACEK6x: C•--ir_uc. iLG f.}:r^ .:3ii_ =moi 9)?_ :iu}ajQi[.aG71[:—.. ITW 0 1/f' 1•T/P 2' 4TAPCON IIYV 311'r1-1/4' 1-1/T7:4PCONo S11 OD 3CREW NgALLAWN NOTEL' 1. Maintc n 0 mb*mjr) SB' edge cWance, 7' end tfeanae, d I' o.c. sp=kQ cf wood screws to prevent ft» spitting oT wood MASONRY -J "'" "' OPENING& 4t .wteS FRPb1E — 2x BUCK — — SEE fq L4 DETAIL O .5. tP. SILL — a.1 I 1 I DOOR g K N13 13 10— ) DETAIL "S" W/1X BUCK 50 INSTALLATION W/Zt( BUCK 13 SALLA o DETAIL 4" 3P F 49 0 30 Y/2X BUCX 73 0 37 INSTALLATION 3 ; W/1x BUCK INSTALLATION 48 DETAIL '2' G ASTRAGAL dL SUR.FACE BOLT o STRIKE PLATES ® HEAD n 37 ILLLM o -oz AM 02./24/12 30 o JO °C"; of JK N.T.S. DETAIL ° w- SURFACE BOLT STRIKE PLATE O0L e' Lf5 m THRESHOLD 01O41I FL -13000.4 am IQ ort I A. r tip O em j 6 rjs2Br, 1L.BtT 1838' 90.ST 18S 14.3T +! c8 i d tOyJY T7 TMP' Q> Tyr-. cWAZ4so A7S' 3?S P 1917 r d ws Ona'—I I-- I 4 SFE NOTE 1 2 N v 4 T I L e U I 0.126' e NOTE OUF OR .Q( n 1. 7HE A VAGAL BOLT HAS A 3' THROW AT THE TOP Lf5 3 AND IME BOrMm. aura K. ` R-15000.4 72• ieD Maim xrleul I FIBER MASH FC PAM smN ttat PIK 7100 FBER= In MWA-7,W W6 rc'd cfto Fp(rrA}.O,Ow pd ioo-am U SYmm STAR ISS) 545M AVOW -MLO SAI ',W P Ian),i,00D pi 2 FC ICP RAL HOOD CDYP058E 3 FC WO A7£ A Fr 1140E SIRE SL-QQ S 1 FC 80RDW &L iIDW W a IQTWEDNnE JDat (L9rot DBt Dut 7 tAIORESSxW 11{LPrERSi10P FM 8 LOC WCR 0OAPRESS W P&MEW 0 I' 1 1' WQ =' __--- bkAL 10 110r34 MPWMW — SIM I gSOff - PSI KODN M ADtpiip05I=NOiCO 72— 10 r 2 LG PRi sw ARM' SIM IJ 40 1 2 t LG PYK 11000 SC@W 57M IA 1 f 1 2-1 W PAI Mhow SUE7Y 8 1 SD= t101,0Y 1001 .Qm- DUR WED wm xN,1 if 2r A" ss 5- QSJ LUDD 17 1QL 7 !' A41 TlWD xiwaEt IDOr - AWAJLRE S[RFS 19 SDf AMMJO Jt51@IO SVU 7MiEWW A( 110D 2D WAMR MVXU PRE stmW J" m.aulow M 23 NVUSET DEA080LT _salt 24 MENCNE AM" ALWOAM 24A ASM" FUS,t OW s, AL WJKM 8091 80/T Ra1PFR AMMU JL- ix em sc 2- om W-vo 27 Io 1 t -i I& PANGAD vw am SIIQW gm 28 WAWK OW 8071W SRLEP 11Nn 29 5-t8 r 1-J MILDS RA SffF17 m m 13-31gm 30 jQHLE SLYYE PIA1F SIM 10 1 2-1 POIl85 1t00D Sm gQl 32 1/8 DK CEIU4 WM UK MM -1 ZM LP WE FAWE MM my 31 L7E FR148' SSC BJAK AUS FOE, SD -0a NULD S#IRE SDE 57lF SC.QA3km 37 IO r I -J ( LG PSR WOW SCMI SRA 38 1 A' r 2-3/4* PFR aM QR 11N COMFIT SMW S7EEi. 0 1 r 4 RN PA1 txltt2UJE SOW SOL ID Si,CEN4' fAUX R! SLI'W 418-10111 PIAX7ET 5728. 42 SVaff N SO -Q 43 1 2' CG Diff NDLD SG+fWVTER SOL 41 J 1 J GN RWND RM a JDM PK lS 1 L r.040- ML S1AD MN NAL 57E8. Ats stxStcE 9Ot7 8F .0 STHL 5778 47 t +-IO sEf DOLT r t 1-2o Ft3WE tJO smm J 6 13-1 IIW FM CCNC L- SDU S7LII. 49 Asm" Snw PLUS sm 50 1/4'z J -1/4'M PFR CM CRUE SM SIFH 34 55 A 11Y RAL A LUth STIf I It007 WxP0611E 14DD0 cmfp'Ow 56 a low $IR£ ommam PME 30-0.0 1VND 57 A Wr10x RAL fOID ,yppAJE 6WO' W O I T ROP lla! Li 77W 2 2 WD00 FRAME FlAY'ER JOINTED PONDEPOSA TNI;, SGS -0.13 i.Tg 1e JASWNG DOOR BMW SWEEP AM .080" MAX WALL, 0.75' WN. WALL 15 IamabG s,asm A0720M B00T 0.08" EMUDW NwC WALL Alf I D Cr a o a 72 24/12 = rr N.TS. j c on JK d INAD ao< = FL -15000.4 un lr 1 cry I, R . W R W Building Consultants, Inc. B Consuldog and Engineering Services for the Building Industry C P.O. Dox 230 Yoko. FL 33595 Phonc 813.659.9197 Florida Boon) or Profcsdon.l L•nryaars Cf,tificete or Awhuricidou No. 9813 Product 1. Test Report No. Teat Standard Category Sub Category Manufacturer Product Name TEL D14603364,13,0 Swinging Therma-Tru Corporation Fiber Classic" / "Smooth Star' Exterior Exterior Door I1 Industrial Drive 8`0 Inewing w/ and w/out 8ldelltos Doors Assemblies Edgerton, OH 43617 Fiberglass Door ETC 01-741-10703.0 TAS 202-94 Phone (418)208-1740 No" -lm sell Soope: This Is a Product Evaluation report Issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (Syetem ID # 1998) for Therms -Tru Corporation based on flute Chapter No. 61 G20-3, Method 1 D otlhe 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 dlsbt ding the product or in any other entity Involved In the approval process of the product named herein. Imitations: 1, This product has been evaluated and Is In compllanca with the 6th Edition (2014) 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 wail dressing or stucco. 3. When used in the 'HVHZ" this product is required to be protected with an Impact resistant covering that Compiles with Section I e28 of the FOC, 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product to required to be protected with an Impact resistant covering that compiles with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction, arwhurbig of these units shall be the same ac that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-150DDA require further engineering analysts by a licensed engineer or registered architect. 7. Inswing configurations do not meat the water Infiltration requirements for the "HVHZ'. Inswing units shall be metalled only In non - habitable areae or at habitable locations protected by an overhang or canopy such that the angle between the edgo of canopy or overhang to sill Is less than 46 degrees, 8. See drewtng FL -16000.4 for size and design pressure limitations. Supporflnq Documents: 1. Test Report No. Teat Standard TEL 01480337-A,B,C ASTM D635-M,ASTM D1929-96 ASTM D2843-99 TEL D14603364,13,0 ASTM D636 -o3, ASTM D1929-96 ASTM D2843-99 STTS00001 ASTM Q2fr96 15427-107362 ASTM E84 -00a ATI 67608.01.108-18 ASTM D1929-96 ETC 01-741-10701.0 TAS 202-94 ETC 01-741-10703.0 TAS 202-94 ETU 01-741-10593.0 TAB 202-94 TEL 06-1031-3 TAS 202.94 TEL 06-1031-4 TAS 202-94 Testing Labo(atory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Tesiing, Inc. ETC Laboratories ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Drawing No, Prepared by tis;+.gtAo!u,1F•.p No, FL 15000.4 RW Bulldng Consultants, Inc. (CA 69813) Calculations Prenaredba J; t '.:;;E;4{•;.; , Anchoring RW Building Consultants, Inc. (CA 49813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. +r, if ' "^ "" r tt`y .fir Quality Assurance Certflloate of PartiAlpation issued by National Accreditation and ManegemorlY " r, Inslltute certifyingthat Therma-Tru Corporation Is manufacturing I ' { rP 9 Products Y,," •: f within a quality assurance program that complies with iSOAEC 17020 and `1 ' ;`; ;,•', ` :; Quids 53. Sheet 1 of I Lon Hicks, VP Operations William E FRO, P.E. Joseph A, Reed, P.E. Wendell W, Haney, P.E. Wendell W, Haney, P.E. Mark D. Pasero, P.E. Wendell W, Haney, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmldt, P.E. F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43408 2/2/2016 Florida Building Code Online Page] of 3 Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Roferenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 11 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsidinger@mlwd.com Brent Sitlinger bslUingcr@mlwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 National Accreditation and Management Institute 12/31/2015 Steven M. Urich, PE Validation Checklist. - Hardalpy Received FLIS332 R2 COI FLCDI.Ddf Standard Y X AAMA/WDMA/CSA 101/I.S.2/A440 2005 Eli affirm that there are no changes In tho new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes 0N ON/A https:ll wvw.floridabuilding.org/pr/pr_app_dtl.aspx?paraln=wGEVXQwtDgtH8572gvdWl... 8/31/2015 i A FlwIda (*(r 1 ails Home I Lop in I User Reglan u n I Hot Topia I Submr surcharge I sots 6 Facts I Puakalrons I Fac stag eas site Mao Unas Sea" I Bush1es bl essi USU; Pub Approve! user: Pvaat user Regulation GEROMM spur-! Aogpvn Menu > Waduct or Aonikalion Scorch > AooEuaon List > Application Detail FL # FUS33Z-R2 Application Type Affirmation Code Version 201 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Roferenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 11 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsidinger@mlwd.com Brent Sitlinger bslUingcr@mlwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 National Accreditation and Management Institute 12/31/2015 Steven M. Urich, PE Validation Checklist. - Hardalpy Received FLIS332 R2 COI FLCDI.Ddf Standard Y X AAMA/WDMA/CSA 101/I.S.2/A440 2005 Eli affirm that there are no changes In tho new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes 0N ON/A https:ll wvw.floridabuilding.org/pr/pr_app_dtl.aspx?paraln=wGEVXQwtDgtH8572gvdWl... 8/31/2015 i A Florida Building Code Online ELLS332 RZ COC FLIS332-COMP.Ddf Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Date Validated 04/3D/2015 Date Pending FBC Approval Date Approved 05/06/2015 Summary of Products Page 2 of 3 FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80' NON- Installation instructions REINFORCED Limits of Use Installation Instructions Approved for use In HVHZs No FL15332 RZ 11 08-00500C.Ddf Approved for use outside HVHZs Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 5108078.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x00" NON- PRESSURE RATINGS REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 11 08-00498C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 5108050.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIFS 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4'x96' Limits of Use Installation Instructions Approved for use In HVHZ: No FL15332 R2 11 08-02248A.odf 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 FLIS332 RZ AE 512968A.odf PRESSURE RATINGS Created by independent Third Party: Yes 1533Z.4 SERIES 420 ALUMINUM SGD SBLIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96'x96" Limits of Use Installation Instructions Approved for use In HVHZ— No FL15332 R2 li 08-02249A.Ddf 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 Mar: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 512969A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 1439c96' Limits of Use Installation instructions Approved for use in HVHZ: No FL15332 R2 II 08-02250A.Ddf Approved for use outside HVHZr Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other,. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512970A.0df PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96"x96' Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 U 08-00499C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE S108068.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 I ASERIES 4201LUMINUM REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96' I https://www.Coridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31/2015 Florida Building Code Online Limps of Use Installation Instructions Approved for use In HVHZ: No FI t 5332 R2 li OB-00501C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant,. No Cleated by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports other. REFER TO APPROVAL DOCUMENT FOR DESIGN FL1 337, 0.2 AE 5108086.ndf PRESSURE RATINGS Created by Independent Third Party: Yes Page 3 of 3 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143'x80" NON- REINFORCED Limits of Use Installation instructions Approved for use in HVHZ: No FLIS332 RZ 11 08-00502C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 67_514 Impact Resistant: No Created by Independent Third Party: Yes Do91gn Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 RZAE 510809D. d! PRESSURE RATINGS 1 Created by Independent Third Party: Yes 15332.9 SERIFS 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLAS332 R2 Ii 08-00503C.odf 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 FLIS332 R2 AE 5108100.odf PRESSURE RATINGS Created by Independent Thlyd Party: Yes aodh Fleet tontea Us :: 1940 North ppmoe StrxeL TaIslUume FL 32399 Phone: ASO -467-1/24 The Stale of Florida Is an WIND employer. Copyright 2007-2013 %In or Flodda.:; Aivacv Statemerd :l AA lt2jAmant :: Refund Matomont Under Florida lax, email addresm are public ream b. It you do not want your e -m it address rdessed N response to a public -records :egmM do not send electronic mal to this entity. Instead, contact the allies by phone or by traditional moll. If you have any questions, Plaso contact 950.487.1995. 'Pursuant tD Section 455.275(1), Florida Statutes, effective Odobw 1, 2012, 11CMA s licensed under Chapter 455, P.S. must previa the Dopaearent with an small address a they have one. The emalls pmvidod may bo used for alficbl commhadoBon with the Deana However emall addresses aro public record. It you do not wish to supply a personal address, please provide tho Department with an small address which can be made avellable to the publlc To determine If You are a licensee under Chapter 455, F.S., please tilde r Product Approval Acceptsl No CreditSAFE brigs://www.floridabuilding.orglpr/pr_app_dtl.aspx?para =wGLVXQwtDgtH8572gvdWl... 8/31/2015 AN 7pmw 040 A ADDED FLANGE A.ND FIN INSTALLATION 12/10/13 2: - NOTES: 1. THE PRODUCE 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 SHORAN HEREIN. WIND LOAD DURATION FACTOR Co -1.6 WAS JSED FOR WOOD ANCHOR CALCULATIONS. 5. FRAM_ MATERIAL: EXTRUDED ALUMINUM 6063 -TS. S. UNITS MUST BE GLAZED ?ER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REOUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. 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 BLACK USE X110 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. -OR ANCHORING INTO MASONR`/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO•ACHIEVE A 1 1/4• MINIMUM EMBEDMENT IWO SUBSTRATE WITH 2 1/2" MNNIuUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 12. FOR ANCHOR'NG INTO M_TAL STRUCTURE USE #10 SMS OR SEILF DRILLING SCREWS WITH SUFFICIENT LLNGTH TO ACHIEVE 3 THREADS MINIMUM BE:ONO STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENE3S TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SPALL BE INSTALLED IN ACCORDANCE WITH ANCHOR. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED 1.4 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. VETAL STRUCTURE: STEEL 180A. 33KSI OR ALUMINUM 6063—TS 1/8" THICK MINIMUM 15. APPROVED CONFIGURA71ONS: OX, XO, XX, XP, PX, XIP, PDL SIGNED: 121162013 AND ORDs LLCMIWINOOtNW. StRlltill CROSEiYi i i9diCARROLLTON, TX 75006 r• cENy TABLE OF CONTENTS SERIES 420 SGD REINFORCED WITHOUT ADAPTER C*• ocd 9t= SHEET NO. DESCRIPTION NOTESa a p . A7 OF 1 NOTES 2 — 3 ELEVATIONS V.L.0819 a NA L1\\\` 4 - 10 INSTALLATION DETAILS NTS w 10/30/13 1 OF 10 6" MAX 96" MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED CCHOO.RPER LOCATION SEE CS FOR NUMBER OF LOCATIONS REQUIRED I 6" MAX W7TH2-IM'SILL AO WHERE WATER INFRTR4710N RESISTANCE IS REQUIRED. 6" AX SEE NOTE 9 SHEET 7 7200PmNesPOsNesiet AME IGHT 6" MAX na atd OM." V42h I Ntp Fm 0.0 1 3010 1 RO I 7 6' MAX wgnl anon 1200 taro SERIES 420 SOD REINFORCED WITHOUT ADAPTER FXiEF" VIEW DESIGN PRESSURE RATdNO IMPACT RATING t35.OPSF MONS VMW 2-1QY S1LL SFE CHARTS t'1 AND 02 FOR 0771ER UMTS RATINGS DESMNPRESSUREAATING IMPACTRATING 25.0128.6PSF Ncr rE Wl7N I.12'Stu SEE CHARTS Fes AND & FOR OTHER UMTS RATINGS CHART02 WI7N21I/32'SILL WHERE WATER I14FXTR4TION RESISTANCE IS MCT AEQUIRED. SEE N07E 9 SHEET I Design pmmam ehnrf ( 046.7 131 Form, ye Pawl CHARTf1 e7d as atm n W7TH2-IM'SILL AO WHERE WATER INFRTR4710N RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET 7 7200PmNesPOsNesiet DOdgn prostate chat (ps0 6" MAX na atd OM." V42h I Ntp Fm 0.0 1 3010 1 RO I 4LO wgnl anon 1200 taro Lab M) Ped N49 Pa Neg Pat I Neg Pot Hey K0 40.0 SeA 40A 50.0 40A 4.7 ILO x2.0 N.0 40A 552 4DA 4" ADA 110 3L4 >0. 020 4 A 40. 40.t 3.1 a:.7 a" 4" 49d 40. 4].7 1L4 0 3.0 SERIES 420 SOD REINFORCED WITHOUT ADAPTER FXiEF" VIEW DESIGN PRESSURE RATdNO IMPACT RATING t35.OPSF MONS VMW 2-1QY S1LL SFE CHARTS t'1 AND 02 FOR 0771ER UMTS RATINGS DESMNPRESSUREAATING IMPACTRATING 25.0128.6PSF Ncr rE Wl7N I.12'Stu SEE CHARTS Fes AND & FOR OTHER UMTS RATINGS CHART02 WI7N21I/32'SILL WHERE WATER I14FXTR4TION RESISTANCE IS MCT AEQUIRED. SEE N07E 9 SHEET I Design pmmam ehnrf ( 046.7 131 Form, ye Pawl DESMPIION MIC A/POO+m ADDED FIANCE AND FIN INSTALLATION 12/10/11 R.L CHART0 WITH 1.1.7'SILL WHERE WATER INFIL7RAT)ON RESISTANCE IS REQUIRED. SEE NOT.- 9 SHEET 1 Dwon pltssNe chtr[ (D3n Fr•ne 5! 0 W Tag Fane VNtl117 Wight = 0 1 3LO 4120 Y.0 on" ro moo POs Nes as I Ne9 os Hey Pa I eg ta0 26.0 47.0 25.0 1 41.7 25.0 37 4 2A0 3t.4 KO .0 1 ]e2 ! 152 920 750 42B 210 3 26.0 LO 40.7 CHAAT44 t»7H 7.72' sot W14EAE WATER INFILTRATION RESISTANCE S NOT AEOUIRED. SEE NOTE 9 SHEET 1 Onsign pressure chart (psn A s Fera aro Taw wan ON 3LO 42A 4.0 ab 7200 W OLD Pas Ndg Pat Nay Pos Ndp POs Nog 0 472 47A •. 41.7 37.1 37.6 34.4 ]4A no .2 4ST 3i,1 020 •2D 120 ] 3 S72 92 ] 303 3DB OLO 40. CHART AIS NumDH danL7larleeDtld/ltep.dnA Seble P4nY MO Toul Hdm 11t6n Oso 4tA m) mo o A leo N2S hmD N[t me HAS Jamb Nay m WA t B e t 6 t 6 8 Y.0 • e e e 0 6 6 0 sst 4 s s e e e s e ce . e a e 6 s e s 00 e7d as atm n AO 7Ito 60A0 7200PmNesPOsNesiet I Ntp P. t2a6246.03DA 1i4 S7A61.4aSA W.0 Nd 1 43.1 x4 150 0 DESMPIION MIC A/POO+m ADDED FIANCE AND FIN INSTALLATION 12/10/11 R.L CHART0 WITH 1.1.7'SILL WHERE WATER INFIL7RAT)ON RESISTANCE IS REQUIRED. SEE NOT.- 9 SHEET 1 Dwon pltssNe chtr[ (D3n Fr•ne 5! 0 W Tag Fane VNtl117 Wight = 0 1 3LO 4120 Y.0 on" ro moo POs Nes as I Ne9 os Hey Pa I eg ta0 26.0 47.0 25.0 1 41.7 25.0 37 4 2A0 3t.4 KO .0 1 ]e2 ! 152 920 750 42B 210 3 26.0 LO 40.7 CHAAT44 t»7H 7.72' sot W14EAE WATER INFILTRATION RESISTANCE S NOT AEOUIRED. SEE NOTE 9 SHEET 1 Onsign pressure chart (psn A s Fera aro Taw wan ON 3LO 42A 4.0 ab 7200 W OLD Pas Ndg Pat Nay Pos Ndp POs Nog 0 472 47A •. 41.7 37.1 37.6 34.4 ]4A no .2 4ST 3i,1 020 •2D 120 ] 3 S72 92 ] 303 3DB OLO 40. CHART AIS NumDH danL7larleeDtld/ltep.dnA Seble P4nY MO Toul Hdm 11t6n Oso 4tA m) mo o A leo N2S hmD N[t me HAS Jamb Nay m WA t B e t 6 t 6 8 Y.0 • e e e 0 6 6 0 sst 4 s s e e e s e ce . e a e 6 s e s MI WINDOWS AND DOORS LLC 1031 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" ELEVATION oluwrcI ow ND. V.L. 1 08-02249 sc" errs 101r. 10/30/13 ISHEET2 OF 10 I f. 4f r,•y 0ENs..d1i pG TATE' OF 00 MI WINDOWS AND DOORS LLC 1031 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" ELEVATION oluwrcI ow ND. V.L. 1 08-02249 sc" errs 101r. 10/30/13 ISHEET2 OF 10 I f. 4f r,•y 0ENs..d1i pG TATE' OF W iA HE 96' MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART #6 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX 6' VAXdri _i__r 6' MAX Mcm F%rd end T ILIdVADN IN 6' AX WE GHT 6' MAX J00 Jl0 120 0.0 He1 1 SERIES 420 SGO REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGNPAESSURERATING IMPACTRATMG 33.DPSF AIa E K7m 1%r/Jr sJLL SFE CHART'S Of AND 02 SHEET 2 FDA OTHER IM9T5 RATINGS DESIGN PRESSURERAT/NG IMPACT RATING 25 0%28.6PSF I NONE WITH I -w SHL SEE CHARTS 0AND N SHEET 2 FOR OTHER UNRs RATINGS fItDRO.S D6RIIbN DAT[ opm-o D ADDED FiANDE AND FIN INSTALLATION 1 12/10/13 1 R L. CHARTI6 Hnmbar elDnener IeeDOenrrDgmna Mcm F%rd end T ILIdVADN IN Roes J00 Jl0 120 0.0 He1 1 Sao T2o ue ecn HAS b" HAS J." 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WOOD FRAMING - JAMB INSTALLATION DETAIL OR 2X BUCK WOODFRAMWG OA;V BUCK INSTALLATKIN BY OTHERS MI WINDOWS AND DOORS LLC 511R11Lo/z i 1001 W. CROSBY RD CARROLLTON, TX 75006 J• GEN ' i Z:: D * SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FRAME INSTALLATION DETAILS p'f a` AT OF rotiJD , so ii E`-e.1OR10aGfDxArw: Drc In. Rn OB-49 A jJS1pNA' 1`; sou.[ ahNTS 10/30/13 4 OF 10 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 110 SMS OR SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE MTALLA710N NOTES 1. &7ERIORAND EXTERIOR FWISHE& BY OTHERS NOTsww,V ORCLARIIT! 2. Pl mmc-TER AND JOINT SEALANT BYOThERS TO BE DESIGNED W ACCORDANCE M4TNASM E2112 L TO BE SET IN BED OF VUUO:M 116 NSTRUCTION ADHESIVE EQUAL SEE SHEET 3 FOR SILL OP110NS I- 7/8' MIN. 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TO Be SET IN 2 1/2• OF VULKEM 116 SHIM SPACE INTERIOR RUCTION ADHESIVE ops Ni K UAL 3/16• TAPCON Alf DAw y2 NTS 10/3G/13 SOF 10 SEE SHEET 3 FOR SILL OPTIONS MASONRY/ kA CONCRETE 3/16- TAPCON B OTHERS CONCRETE/MASONRY D 1 1/4• MIN EMBEDMENT A1 2 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEAIASONRYINSTALL47I0N 0CS=Fr09 DUE I Al-MVEO ADDED FIANCE AND FIN INSTA An0N 12/10/13 JOL 1/4• MIN. EMBEDMEN I 1 1/a• MAX. 2 1/2• 4 SHIM SPACE INTERIOR MIN. ops Ni K II EDGE Alf DAw y2 NTS 10/3G/13 SOF 10 DISTANCE 3/16- TAPCON CONCRETE/MASONRY D3YOTHERS i EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRET&MASONRYINSTALLATKIN 10 BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES' 1. w7EIVORAN0 EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIeMETERAND JOWTSEALANTBYOTHERS TO BE DESIGNED W ACCORDANCE WITH AS 7m E2112 MI WINDOWSND LLC 11; Io W. 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INMWRAND &7ERIOR FMMSHES. BY 07NERA NOT SWKW FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIONEO IN ACCORDANCE WTTHASIU E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 430/410 XIX SGD 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS MAvnt: oRo o. F.A. 08-00503 W" NTS I D"r 02/23/09 JSW7 OF 9 5111R L0/7j/ OENSF9 VTfAifiSOF '_i; EXTERIOR II II II II I1 II INTERIOR 3/16' TAPCON 1 II II II II I( I) CONCRETE/MASO BY 0TH SILL TO BE SET IN A BED OF VUL'REM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS MASONRY/ CONCRETE 4 BY OTHERS .... ] -T 1 1/4- MIN. j • EMBEDMENT a .. VEATICAL CROSS SECTION z t /2' MIN. CONCAErISMASOHRY6VS7ALIATION EDGE DISTANCE_ OPTIONAL 1X BUCK TO BE PRCPERLY SECURED SEE NOTE 3 SHEET 1 JAINB INSTALLATION DETAIL ONCAET EIMASONRY INSTALLATION NOTES 1. INTERIOR AND EX7FR70R FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. E PER6NETER AND JOINT SEALANT BY 0 HOS TO BE DESaMED INACCOADANCE NTTH AS?AE2112 M! 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CONCAErISMASOHRY6VS7ALIATION EDGE DISTANCE_ OPTIONAL 1X BUCK TO BE PRCPERLY SECURED SEE NOTE 3 SHEET 1 JAINB INSTALLATION DETAIL ONCAET EIMASONRY INSTALLATION NOTES 1. INTERIOR AND EX7FR70R FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. E PER6NETER AND JOINT SEALANT BY 0 HOS TO BE DESaMED INACCOADANCE NTTH AS?AE2112 M! WINDOWS AND DOORS LLC 51 11iILo/%% CARROLL7oNR(B75oo6 ga' SERIES 430/40 XIX SCD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS b a p , UATEOF orlc no R F.A. 08-00503 C S ONAL Z 11st-cc NTS °m 02/23/09 9T8 OF 9 1 5/6- MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP — MIN. EMBEDMENT 1X BUCK SY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/16' EXTERIOR --===?) --- PANEL INTERLOCK HOOK STRIP INSTALLATION f44SON9YAUXWRETE INTERIOR TRIM 1 3/6' MIN. EMBEDMENT HOOK STRIP 10 WOOD SCREW EXTERIOR a --- PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK4VOOo FRAMING cemprom 0.,E ,vrnwm A ADOS CHARTS 01/06/12 PLL B REVLSEC PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSULATIONS 12/06/13 F.L. METAL STRUCTURE BY OTHERS TRIM - INTERIOR Hoox srwP X10 SELF DRILLING SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION KETAL STRUCTURE NOTES: 1. IIVTERM AND EXTERIOR FWSIfES, BYOTHERS. NOT SH01NN FOR CLARITY. F PERrMETERANDloOVTSEALANTBYOTHERSTOBE DEVONED IN ACCORDANCE WDTVAS7M M 12 MI WINDOWS AND -DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143' x 96' REINFORCED HOOK INSTALLATION DETAILS DOW. OW NO. F.A. 08-00503 stuz wm I_a'n 02/23109 1 ' 9. OF 9 S1. R 11` OZ//,. U-GENBa gs 10/27/2016 Florida Building Code Online it ,(('`} ' t p t E - • 2 + pjl,' SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats S Facts Pubhcat-ons FSC Staff BCIs Site Map Links Search b a 1 ::: product ApprovalD6— USER. Public User Product Approval Menu > Product or Aod¢ation Search > Application List > Application Detail FL # FL9174-RI1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived set to re -apply per applicants request 4/28/15-rb Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)474-9890 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/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 )ohn E. Scates the Evaluation Report Florida License PE -51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL9174 R11 COI Cert of Ind Scates 2011 s.pdf Standard DASMA-108 DASMA-115 Year 2002 2005 htlps://www floridabuilding org/pr/pr_app dll aspx?param=wGEVXQwtDqunlJRfWxf6u7ojn10heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 1/6 10/27/2016 Florida Budding Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 9174.1 15120/ 6100/ 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 1 Option D 04/06/2015 04/28/2015 05/04/2015 06/23/2015 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 is designed as partially enclosed or door is 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: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 #0231 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. Description 9' Max width. 8'-9" Max height. Max section height 21" Glazing available in top or intermediate section. Installation Instructions FL9174 R11 11 0228 318958 P7.odf FL9174 R11 If Track Supolement Chart P10.0df FL9174 RI1 11 WDJambSuoplementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf 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 FL9174 R11 11 0229 318959 P8.odf FL9174 R11 11 Track Supplement Chart P10.Ddf FL9174 R11 II WDJambSupplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 RI1 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf 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 FL9174 R11 11 0230 318960 P10.Ddf FL9174 R11 11 Track Supplement Chart P10.odf FL9174 R11 II WDJambSuoolementP16 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only - no glazing available. Installation Instructions FL9174 R11 11 0231 318996 P5.pdf FL9174 R11 II Track Supplement Chart P10 Ddf FL9174 R11 II WDJambSupDlementP16 s.udf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.5 15120 / 6100/ 9100 #0234 I9' Max width 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL9174 R11 11 0234 319022 P5.odf FL9174 R11 11 Track Supplement Chart P10.odf FL9174 RI1 II WDJambSuDDlementP16 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 htips://www.floridabuddingorg/pr/pr app_dll.aspx?param=wGEVXQwtDquRIJRfWxf6u7ojn10heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 26 10/27/2016 Florida Building Code Online Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 RI1 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party: Yes 9174.6 5120/ 6100/ 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 11 0235 319023 P6.Ddf Approved for use outside HVHZ: Yes FL9174 R11 11 319040 P1 Post.odf Impact Resistant: Yes FL9174 R11 11 Track Supplement Chart P10.Dd( Design Pressure: +39.20/-43.70 FL9174 R11 11 W[2]ambSuor)lementP16 s.Ddf Other: Verified By: John E. Scales P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party: Yes 9174.7 5120/ 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 11 0232 318999 PS.Ddf Approved for use outside HVHZ: Yes FL9174 R1 11 Track Supplement Chart P10.Ddf Impact Resistant: No FL9174 RI1 Il WDJambSupplementP16 s.pdf Design Pressure: +12.40/-13.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 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 R11 AE ASTM A 6S3.Ddf door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 11 0233 319000 PS.Ddf Approved for use outside HVHZ: Yes FL9174 R11 11 Track Supolement Chart PIO.Ddf Impact Resistant: No FL9174 R11 11 WD]ambSupDlementPl6 s.Ddf Design Pressure: +18.50/-20.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 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 R11 AE ASTM A 653,odf door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 RI1 AE FL09174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0236 319024 P6.pdf Approved for use outside HVHZ: Yes FL2174 R11 11 319040 P1 Post.Ddf Impact Resistant: Yes FL9174 R11 II Track Supolement Chart P10.Ddf Design Pressure: +30.00/-33.50 FL9174 R11 11 WD)ambSupplementP16 s.Ddf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 11 0237 319025 P6.Ddf Approved for use outside HVHZ: Yes FL9174 R11 11 319040 P1 Post.pdf Impact Resistant: Yes FL9174 R11 11 Track Supplement Chart P10.pdf Design Pressure: +39.20/-43.70 FL9174 R11 11 WE))ambSupplementP16 s.Ddf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes Mips:/Nwvwfloridabuilding.org/pr/pr_app ol.aspx?param=wGEVXQwiDquflJRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 316 10/27/2016 Florida Building Code Online 9174.11 15120/5140/6100/9100/9400/9600 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. 9' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 H 0600 319026 P4.odf FL9174 R11 11 Track Supplement Chart P10.odf FL9174 R11 Il WDJambSupplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 653.odf FL9174 R11 AE Eva[ Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 19174.12 15120/5140/6100/9100/9400/9600 I9' Max width. 10' Max height. Max section height 24" Glazing 90601 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: +41.00/-46.30 Other: Installation Instructions FL9174 RI II 0601 319027 P4.odf FL9174 R11 11 Track Supplement Chart PIO.odf FL9174 R11 It WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.13 15120/5140/6100/9100/9400/9600 116' Max width 10' Max height. Max section height 24". Glazing 0602 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: +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 is a replacement door. Installation Instructions FL9174 R11 11 0602 319028 P5.pdf FL9174 R11 II Track Supplement Chart P10.odf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 19174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0603 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: +23.00/-25.00 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 is a replacement door. Installation Instructions FL9174 R11 11 0603 319029 PS.odf FL9174 R11 li Track Supplement Chart PIO.pdf FL9174 R11 11 WDJambSupo1ementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R I I AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 19174.15 15120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24" Glazing 0604 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: Installation Instructions FL9174 R11 11 0604 319030 P5.pdf FL9174 RI 11 319040 P1 Post.Odf FL9174 R11 II Track Supplement Chart PIO.Ddf FL9174 RI1 II WD)ambSupplementP16 s.pdf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s Ddf Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0605 319031 P4.pdf Approved for use outside HVHZ: Yes FL9174 RI 11 Track Supplement Chart P10.odf Impact Resistant: No FL9174 RI1 II WDJambSuoolementP16 s.odf haps://www floridabOlding.orgfpr/pr_app dll.aspx?param=wGEVXQwIDgtAlJRfVVxf6u7ojn10heH%2bRKJkizESWxAzegKuY8GeGO%3d%3d 416 10/27/2016 Florida Building Code Online 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 is designed as partially enclosed or door is a replacement door. 9174.17 15120/5140/6100/9100/9400/9600 0606 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. Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R I I AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.udf Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 24" Glazing available in top or Intermediate section. Installation Instructions FL9174 R11 II 0606 319032 P6.Ddf FL9174 R11 ll 319040 P1 Post.odf FL9174 R11 11 Track Supplement Chart P10.odf FL9174 R11 II WD)ambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R I I AE ASTM A 653,Ddf FL9174 R11 AE Eval Rept 9100 r1 s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.18 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. 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: 9174.19 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. Installation Instructions FL9174 R I I I1 0609 319035 P5.pdf FL9174 R I 1 11 319040 P Post, pdf FL9174 RI 11 Track Supplement Chart PIO adf FL9174 R11 11 WD)ambSuDDlementP16 s.pdf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf 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 FL9174 R11 11 0608 319034 P4.odf FL9174 R11 11 Track Supplement Chart P10.Ddf FL9174 R11 11 WD)ambSupplementPl6 s.pdf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R I I AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.pdf 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 FL9174 R11 Il 0607 319033 P5.odf FL9174 R11 II Track Supplement Chart PIO.Ddf FL9174 R11 11 WD)ambSupplementPl6 s.pdf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 553.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 RI1 AE FLO9174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes Contact Us 2601 Blair Slone Road. Tallahassee FL 32399 Phone: 850.487.1824 The Slate of Florida is an AA/EEO employer. Copynoht 2007.2013 Slate of Florida .. Privacy Statement .: Accessibility Statement - Refund Statement Under Florida law, email addresses are public records. If you do not want your e•mad 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, F s must provide the Department with an email address if they have one. The emads provided may be used for official communication with the licensee. However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: https://www.flondabuildlrg.orgipr/pr_app_dll.aspx?param=wGEVXOwtDqufl IJRfWxf6u7ojn10heH%2bRKJkizESWxAzegKuY8GeGO%3d%3d 516 10/27/2016 Florida Building Code Online WJ WIN El E Credit Card Safe https//www.floridabuildirgorg/pr/pr_app dtl.aspx?param=wGEVXQwtDqu111JRNVxf6u7oin10heH%2bRKJkizESWxAzegKuYBGeGQ%3d%3d 616 A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS LOAD PER JAMB LB/FT nore a MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS FIR SPF SPECIFIC SPECIFIC SPECIFIC GRAVITY - 0.55 GRAVITY - 0.46 GRAVITY - 0.42 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 780 9 7 6 800 9 7 6 p`;? eNaR rF No. 51737 r i f O STATE OF Q 0/ ass ONA`pX``` 4/1111110 1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3, LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 1611 LOAD PER JAMB = 30psf x 1611/2 = 2401b/ff 4. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5 DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2'. MINIMUM FASTENER SPACING SHALL BE 1-1/2", AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD 1318.2.1. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:33 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS LOAD PER JAMB LB/FT NOTE' MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS FIR SPF SPECIFIC SPECIFIC SPECIFIC GRAVITY - 0.55 GRAVITY - 0.46 GRAVITY - 0.42 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 n/a n/a n/a 800 n/a 0.' e No. 51737 0 gTATE OF , IOR OPpSANN SPONi; 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psl x 16fl/2 = 240lb/II 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:58 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULES 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE 14o.51737 O STATE OF 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF WAND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30pst DOOR WIDTH = 161t LOAD PER JAMB = 30ps1 x 16ft/2 = 240lb/it 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Aooroved Date: 2015.02.20 09:57:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB LB/FT NOTE 3 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 16 780 10 13 16 800 10 13 15 14o.51737 O STATE OF 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF WAND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30pst DOOR WIDTH = 161t LOAD PER JAMB = 30ps1 x 16ft/2 = 240lb/it 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Aooroved Date: 2015.02.20 09:57:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS ENa' No. 51737 O gTATE OF ; tV 00! rom 2tbzz 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8'0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4.O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4', A MINIMUM EDGE DISTANCE OF 4', AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 161V2 = 240lb/It 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. ADDroved Date: 2015.02.20 09:58:01 -06'00' John E. Scates, P E 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE 56308/F2203 Revision P16 MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT N0114 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE NOTE 2000 PSI GROUT FILLED CMU"ore 2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 18 N/A 780 16 18 N/A 800 16 17 N/A ENa' No. 51737 O gTATE OF ; tV 00! rom 2tbzz 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8'0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4.O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4', A MINIMUM EDGE DISTANCE OF 4', AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 161V2 = 240lb/It 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. ADDroved Date: 2015.02.20 09:58:01 -06'00' John E. Scates, P E 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULES 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2.1/2" AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A I.3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2.1/2" AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16fl LOAD PER JAMB = 30psf x 1611/2 = 240lb/fl 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. S. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. ADDroved Date: 2015.02.20 09:58:27 -06'00' John E. Scates, P.E 3121 Fairgate Dr Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT "OTE' 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE NOTE 2000 PSI GROUT FILLED CMU"oTE 2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 800 17 17 8 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2.1/2" AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A I.3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2.1/2" AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16fl LOAD PER JAMB = 30psf x 1611/2 = 240lb/fl 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. S. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. ADDroved Date: 2015.02.20 09:58:27 -06'00' John E. Scates, P.E 3121 Fairgate Dr Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 wagne palton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 No. 51737 40 STATE OF ; 4 0/0 6//// 111111110ssONA, VII 1,` Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53 -06'00' jOHN E SCAMS, PE 3121 FAIRGATE OR CARROLLTON. TY 75WI FL PE 51737 TX PE 56306/F2203 PROFESSIONAL ENONEER'S SEAL PROWOEO ONLY FOR WCRIFICAnON OF WNOLOAD CONSTRUCTION DETAILS 6' MAX FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2.4 STRUCTURAL GRADE LUMBER FOR MAXIMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 2.6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU. TYP. SEE DETAILS 1. 2. AND 3 REOUIREO FOR VERTICAL POST REINFORCING SYSTEMS DOOR HEIGHT 6' MAX DOOR WIDTH al MINIMUM 2.6 03 ' HEADER LOCK SOUTHERN PINE BRACKET LUMBER 4' 4' 2-3/4' 2) 3/8 SIMPSON TTEN NO SCREW ANCHOR WITH A 1 1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/1 AND A MINIMUM EDGE DISTANCE OF 2 -3/4 - DETAIL 1 MINIMUM 2500 PSI CONCRETE NOTE: MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS MINIMUM 2.6 03 HEADER LOCK SOUTHERN PINE BRACKET LUMBER 8" 4' 4 8" i 4) 3/8" SIMPSON TITEN NO SCREW ANCHOR WITH A 1-1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4' DETAIL 2 MINIMUM 2000 PSI GROUT FILLED CMU NOTE" MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS MINIMUM 2.6 /3 4j HEAVER LOCK SOUTHERN PINE BRACKET LUMBER 4' 4' 1_1/2• 1-1/2 4) 3/8" OIA LAG SCREWS W6 TH 1-1/4' 0 0 WASHERS LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32' INTO THE MAIN SUPPORT MEMBER T()E uLi W000 SUPPORT STRUCTURE I NOTE. MAXIMUM DESIGN EOAO CAPACITY OF 2430 LBS SHEET 1 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS DRAWING PART NO I REV 324620 jP16 wagno® Dalton 3395 AOOISON DRIVE PENSACOLA. FLORIOA 32514 850) 474-9890 MIN 2500 PS CONCRETE tl4M MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. OESCN 2 3/4' OF SUPPORTING STRUCTURE SHALL MIN EDGE 0 BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE e d de 3/8' SIMPSON TITEN N0, 2-3/4' MIN EMBED. MIN 6' BETWEEN JAMB BRACKET LOCATION — JAMB BRACKET 1/4-20,9/16' TRACK BOLT ANO / 1/4-20 HEX NUT--- TRACK UT-- TRACK No. 51737 0, STATE OF tl Ilf 10NAL, 11111 Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:59:26 -06'00' ANN E SCATES. PE 3121 FAIRGATE OR CARROLL TON. Ut 75007 FL PE 51737 TX PE 56306/1`2203 PROFESSONAL CNONEER'S SEAL PRONOEO ONLY FOR KRIFICAnON OF wmOLOAO CONSTRUCRON OETMLS. MIN 2 A 4 SPF (C-0 42) OR BETTER WALL STUD tM ; MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE EXTERIOR 5/16' LAG SCREW WITH 1-9/32' EMBED IN CENTER OF STUD (t 1/4') FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1/4-204/16' TRACK BOLT AND 1/4-20 HEX NU TRACK DIRECT WOOD MOUNTING DETAIL MAX 420 LBS PER LAC FASTENER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS I I GATE I NAME I DRAWING PART NO.REV. 324620 P16 The Genuine. The Original. April 28, 2015 Subject: ASTM A653-00 To Whom It May Concern: Overhead Dow Co,poration 2501 S. Slate Hwy 121, Sunc 200 L"nsv,llc, TX 75067 Phone 469 549 7100 Fax 4695497291 m"V.ov erheaddoor.com This letter is to state that ASTM A 653-00 as tested in FL 9174 meets or exceeds the requirements of ASTM A 653.06. Please feel free to contact me if you need any additional information. Sincerely, Dwayne J. Kornish P.E. FL PE 77945 Overhead Door Corporation ASubsidiaryol5unwaHoldigsCorpGratlon tN• Kpo NWO. 7y7A45 R r STATE OF • :(/ NAI. IV I Norton TODCD John E. Scates, Professional Engineer June 10, 2011 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 Re: Evaluation Report for Residential Model 5140/9100/9600 family FL 09174-R7 To Whom It May Concern: 3121 Fairgate Dr. Carrollton TX 75007 972) 492-9500 At the request of Wayne -Dalton, a Division of Overhead Door Corporation, I have reviewed the drawings and tests listed below. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005 test procedures. The pressures listed on the drawings are a direct result of these tests. I have concluded that the construction shown on these drawings comply with the structural requirements of the 2007 Florida Building Code. I certify that I meet the requirements of "independence" as detailed in Florida Statute 9N-3.005. Code References 2007 Florida Building Code Section 1609 Section 1609.1.2 Section 1714.5.3.1 Test Procedures Wind Loads ANSI/DASMA 115 - Windborne Debris testing ANSI/DASMA 108 - Static windload testing Testing was conducted in accordance with ANSI/DASMA 108-2002 and 108-2005. ANSI/DASMA 108-2002 is forward compatible with ANSI/DASMA 108-2005. All tests included holding the door at design pressure for a minimum of 10 seconds, and achieving a 150% overload test" or "proof') pressure for 10 seconds. In addition, some of the doors were also tested for windborne debris according to ANSI/DASMA 115-2005. Not all windborne testing included glazing with the door panels. These are itemized in Tables 1 and 2. Q? 1-1 v l oo FL 09174-R7 Test Reports ETC -06-976-17575.1, static per 108-02, dated 5/30/2006 ETC -06-976-18185.0, static per 108-02, dated 10/27/2006 ETC -06-976-19011.0, impact per 115-05, dated 4/25/2007 CTLA 1911W static 108-02 and impact 115-05, dated 10/21/2008 CTLA 1911W-3 static 108-02 and impact 115-05, dated 2/10/2009 CTLA 2020W static 108-05 and impact 115-05, dated 3/9/2010 CTLA 2020W-1 static 108-05, dated 3/9/2010 OHD/TREQ ETR 06182-2 static 108-05, dated 5/26/2011 ETC = ETC Laboratories, 297 Buell Rod, Rochester, NY Testing was conducted by ETC at Wayne -Dalton Test Facility in Pensacola, Florida. CTLA = Certified Testing Laboratories, Architectural Division, 7252 Narcoossee Rd., Orlando, FL Testing was conducted by CTLA at Wayne -Dalton Test Facility in Pensacola, Florida. OHD/TREQ = Overhead Door's TREQ facility in Dallas, TX. This facility had a current accreditation per ANSI/IEC/ISO 17025 at the time of testing, listed with International Accreditation Service, Certificate No. TL -368. Installation Instructions The drawings provide installation instructions peculiar to windload reinforcement. In addition, Drawing 307494, Rev P10, provides supplemental track assembly details. Jamb attachment: Methods of securing the door to the mounting surface is detailed in the Jamb Connection Supplement, P/N 324620, Rev P9. This Evaluation Report does not address design of the wall/jambs themselves. These drawings only illustrate common means to attach the door to the jambs. Walls and Jambs should be designed (by others) to withstand the loads imposed by door onto the building. Additional information is available in DASMA Technical Data Sheet TDS-161 at www.dasma.com. Drawings TABLE 1. FL 09174-117 Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 318958 0228 9 8.75 26.9/-30.8 Yes Yes Yes 17575 19011 Rev P7 318959 0229 16 8.75 15.3/-17.0 No Yes No 17575 Rev P8 318960 0230 16 8.75 25.9/-28.8 Yes Yes Yes 17575 & 19011 Rev P10 1911W3 & ETR6182-2 318996 0231 16 8.75 30.0/-33.5 Yes No No 1911W 1911W Rev P5 318999 0232 18 8.75 12.4/-13.8 No Yes No 17575 Rev P5 319000 0233 18 8.75 18.5/-20.7 No Yes No 17575 Rev P5 319022 0234 9 8.75 43.2/-49.6 Yes Yes Yes 17575, 19011 & Rev P5 18185 & 1911W3 1911W3 319023 0235 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 Rev P6 18185 319024 0236 18 8 30.0/-33.5 Yes Yes Yes 17575 & 19011 Rev P6 18185 379025 0237 18 8 39.2/-43.7 Yes Yes Yes 7575, 19011 & Rev P6 18185 & 1911W3 1911W3 AGOOD ito/t FL 09174-117 TABLE 2. Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 319026 0600 9 10 26.9/-30.8 No Yes No 17575 Rev P4 319027 0601 9 10 41.0/-46.3 Yes Yes Yes 17575 & 2020W Rev P4 2020W 319028 0602 16 10 15.3/-17.0 No Yes No 17575 Rev P5 319029 0603 16 10 23.0/-25.0 No Yes No 17575 Rev P5 319030 0604 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 & Rev P5 2020W 2020W 319031 0605 18 10 15.3/-17.0 No Yes No 17575 Rev P4 319032 0606 18 8 30.0/-33.5 No Yes No 17575 & Rev P6 2020W-1 319033 0607 16 8.75 25.9/-28.8 No Yes No 17575 Rev P5 319034 0608 18 8.75 18.5/-20.7 No Yes No 17575 Rev P4 379035 0609 18 8 39.2/-43.7 Yes No No 17575 19011 Rev P5 EZ W 4 (0(u) / t1 FL 09174-R7 Model Descriptions Model 5120/9100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.1" for sections with a maximum height of 21" and a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in-place ribs and a stamped or flush facer design. Model 5140/9400 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in-place ribs and a %" deep recessed facer panel that may use optional decorative trim. Model 9600 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior galvanized and painted 32 gage skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in-place ribs and a stamped or flush facer design. Model 6100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in-place ribs and a flush facer design with X" MDF decorative overlay. 5 1166) t1 FL 09174-117 Additional Limitations The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. Selected products within this Evaluation have been tested for Windborne Debris according to ANSI/DASMA 115. Tables 1 and 2 indicate the Windborne Debris doors by a "Yes" in the Impact Door" column. Doors with available impact glazing are also indicated in these Tables. These products are not intended for the Florida High Velocity Hurricane Zone (HVHZ). Sincerely, JoTin E. Scates, P.E. ( I' Florida PE # 51737 6 John E. Scates, Professional Engineer February 3, 2015 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 3121 Fairgate Dr. Carrollton TX 75007 fax (972) 492-0077 1 office (972) 492-9500 Re: Statement of Affirmation to FBC 5`'' Edition (2014) FL 09174-119 To Whom It May Concern: To the best of my knowledge, the products listed in FL 09174-119 conform to the requirements of the 5" Edition (2014) of the Florida Building Code. I, John E. Scates, P.E., certify that I meet the requirements of "independence" as it relates to Wayne -Dalton (A Division of 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. Digitally signed by John E. Scates, P.E. Date: 2015.02.03 13:32:17 -06'00' John E. Scates, P.E. Florida PE # 51737 No. 51737 0 STATE OF 4ZZ 0% •.!RORtoN . 111 1. SHORT PANEL WON -IMPACT RESISTANT GLAZING OPTION - 091ton ODO" MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED n90N OF OVERHEAD DOOR CORPDRAWING 3395 ADDISON PENSACOLA. FLORIDA BSO) 474-9690 TOGETHERWTOGETHERWITHAMINIMUMOF (6) /6.1' SCREWS INSTALLED IN NOR12 ANGLE - TOP OR INTERMEDIATE SECTION (WAIN OR WITHOUT DECORATIVE OF A BRACKETS INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN BRACKETS MEASURED FROM BOTTOM ON THIS DRAWING GLAZING SHALL HAVE A MAXIMUM WEIGHT 13 CA FLAG ANGLE- OF 13 75' AND A MAXIMUM LENGTH OF 16 75' GLAZING IS 7'-O' NOT IMPACT RESISTANT AND DOES NOT MEET THE 6 REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS 16 CA YIN NOIR. 7'-0' TRACK 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 5/f OBO' MINIMUM SSB GLAZING IN MOLDED FRAMES CLUED WITH LAC SCREWS A 1/8' BEAD OF BOSTIK 1100 OR EQUIVALENT UNDER THE MIN 3 ASOUTERFRAMEANDSCREWEDTOGETHERMIHAMINIMUMOF SHOWN) 10) /8.1' SCREWS INSTALLED IN TOP OR INTERMEDIATE 5 SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS 16 GA MIN VERT - UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING TRACK GLAZING SHALL NAVE A MAXIMUM HEIGHT OF 13.75' AND A OOF PITCH MAXIMUM LENGTH OF 39'. GLAZING IS NOT IMPACT RESISTANT SEE NOTE BELOW AND DOES NOT MEET THE REOUIREMENTS FOR MND -BORNE 5/16.1-5/8' LAG- ACDEBRISDEBRISRECONSGLAZEDSECTIONREWIRES18CAJ --STRUT SCREW AT EACH SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR JAYS BRACKET STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-147/8' SELF DRILLING CRIMP71TE SCREW TO 1/4-20.9/16' TRACK - ATTACH THE J -STRUT TO THE INTEGRAL RIB AND OPERATOR BOLT AND 1/4-20 HEX STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON NUT AT EACH JB JAYS SHEET 2. BRACKET LOCATION 3 IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) GLAZING SHALL BE 1/4' MAKROLON-AR POLYCARBONATE OR EQUAL GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 15.21' AND A MAXIMUM LENGTH OF 50.06. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR MND -BORNE DEBRIS RECONS. SEE DETAIL E ON SWEET 2 FOR ASSEMBLY DETAILS GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS ATTACHED TO U -BAR ON UPPER INTEGRAL RIB (SEE DETAIL G tS W STIFFENED - SHEET 2). 18 GA J -STRUT SCREWED TO LOWER INTEGRALRIB JAMS BRACKETS SEE FORSCHEOfSECTIONANDOPERATORSTILETOBEFACTORYINSTALLED. WAMTYTYLOCCAA TION, WI.L INSTALLER SHALL FIELD INSTALL (1) 1/4-140/8' SELF AND HYPEDRILLINGCRIMP717ESCREWTOATTACHTHEJ-S1RUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERUNE OF THE DOOR PER DETAIL F ON SHEET 2. KEY LOCK OR SLIDE LOCK - 4 VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' O.0 BOTH ENDS (NOT MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REOUIRED WITH OPERATOR 7/16' TO MEET NEGATIVE PRESSURES. SEE NOTE 5). SLIDE LOCK SHOWN FOR S. KEY LOCK, SUOE LOCKS, OR OPERATOR REQUIRED CLARITY 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE NOTE. (4) SECTION SOLD POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 DOOR SHOWN. SEE SHEET CA MINIMUM FACER STEEL AND A POLYLAMINATE BACKER 2 FOR U -BAR LOCATIONS END CAP TO HAVE A MINIMUM 11' DEPTH. ON DOORS WITH OTHER SECTION QUANTITIES AND 7. THE DESIGN Of THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES 1, 2, AND 3 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF ON THIS SHEET FOR RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE WITH CURRENT WILDING CODES FOR THE LOADS LISTED ON THIS DRAWING S. DOOR JAMB TO BE MINIMUM 2.6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. LOUVER OPTION - .040' MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITN A MINIMUM Of (6) /6.1' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. JOHN E SCATES, PE 3121 FAIRDATE DR CARROLLTON. 1117-0775007 R PC 51737 Y -PC 56300/1,2203 PROfESSICNAL ENGNCER'S SEAL PROVIDED ONLY FOR VERFICAION OF VANOLOAD CONSTRUCTION DETAILS NOTE. (5) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS GREATER THAN 12'-0-. (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO W-0'. bmT— JB) ) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-204/*- TRACK BOLT AND NUT. qFOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED ATTACH TO TRACK ALL DOORS VAIN HIGH UFT, ROOF PITCH, ANO/OR GREATER THAN B• IN HEIGHT REWIRE USE OF CONTINUOUS WALL ANGLE SEE SUPPLEMENT TRACK CHART FOR DETAILS SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX I DOOR MOOOR ' EIGHT UNIFORM LOAD EACH JAMB (PLC) t6'-0' ALL DTH 207.2/-230.4 14'-0' ALL +181.3 -2016 I12--6-1 ALL 1 +155 -172.8 10'-0' ALL 1 +129.5/-144.0 REVISIONS PA CHANGES TO GENERAL FORMAT AND CHANGED U -BAR FASTENER TWE AT END CAPS AND BOTTOM RETAINER CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER GRI 3/8/06 P5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF NARROWER DOOR WIDTHS PRB 5/10/O6 IS ADDED IMPACT RESISTANCE TO DOOR ADDED MODEL 6100 MODIFIED NOTE 8 TO STATE THAI LOUVERS S ARE NOT IMPACTRESISTANT GRI 6/6/07 ICKET SCHEDULE FOR OPTION ADDED LHR CK DETAIL SHEET 2 A/17/OB ADDED IMPACT JSTANT GLAZING IED TEXAS LICENSE OBER TO TITLE BLOCK NCED LOUVER NOTE REASED MAX HEIGHT B'-9' ADDED HIGH AND ROOF PITCH OK NOTE 7/22/08 UPDATED TITLE BLOCK 8/26/10 ADDED LONG PANEL ZING OPTION 3/15/11 STATIC PRESSURE RATINGS APPROVED SIZES ISCALE N T S SIZE A Wayne DESIGN (PSF). +25.90/-28.80 MAX WIDTH. 16'-0" 1 1 DATE NAME 091ton TEST (PSF) +3885/-4320 MAX HEIGHT 8'-9" DRAWN 1 3/8/06 1 GRT IMPACT/CYCLIC RATED (YES/NO). YES MAX SECTION HEIGHT: 21' CHECKED 4/6/06 1 MRS n90N OF OVERHEAD DOOR CORPDRAWING 3395 ADDISON PENSACOLA. FLORIDA BSO) 474-9690 JAMB BRACKET SCHEDULE DOOR NO. NO. OF OF A BRACKETS TRACK BRACKETS MEASURED FROM BOTTOM HEIGHT SECTIONS (EACH JAMB) TYPE OF TRACK (ALL DIMEN90NS A 2') 7'-O' 4 6 q JO). 13 (01). 25-1/2' (JB). 34(JB). 45-1 (01). 63 JB 7'-0' 6 FAT b8l. 10 (JOY 21-3 JB , 29-3 a JB , 42 (JO). 63-t JB 8'-0' S 8 q JB , 13 01.23 JB . 3' JB • 7-t ' q • SB' JB , 67' q , 75' JB 5 B FAT JB , TO •B . 21-3 JB , 29-3 .s , 8 JB , 57-1 JB • 86 JB), 75-1 2 JB Dir -7 ICN LIFT OOF PITCH SEE NOTE BELOW bmT— JB) ) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-204/*- TRACK BOLT AND NUT. qFOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED ATTACH TO TRACK ALL DOORS VAIN HIGH UFT, ROOF PITCH, ANO/OR GREATER THAN B• IN HEIGHT REWIRE USE OF CONTINUOUS WALL ANGLE SEE SUPPLEMENT TRACK CHART FOR DETAILS SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX I DOOR MOOOR ' EIGHT UNIFORM LOAD EACH JAMB (PLC) t6'-0' ALL DTH 207.2/-230.4 14'-0' ALL +181.3 -2016 I 12--6-1 ALL 1 +155 -172.8 10'-0' ALL 1 +129.5/-144.0 REVISIONS PA CHANGES TO GENERAL FORMAT AND CHANGED U -BAR FASTENER TWE AT END CAPS AND BOTTOM RETAINER CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER GRI 3/8/06 P5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF NARROWER DOOR WIDTHS PRB 5/10/O6 IS ADDED IMPACT RESISTANCE TO DOOR ADDED MODEL 6100 MODIFIED NOTE 8 TO STATE THAI LOUVERS S ARE NOT IMPACTRESISTANT GRI 6/6/07 ICKET SCHEDULE FOR OPTION ADDED LHR CK DETAIL SHEET 2 A/17/OB ADDED IMPACT JSTANT GLAZING IED TEXAS LICENSE OBER TO TITLE BLOCK NCED LOUVER NOTE REASED MAX HEIGHT B'-9' ADDED HIGH AND ROOF PITCH OK NOTE 7/22/08 UPDATED TITLE BLOCK 8/26/10 ADDED LONG PANEL ZING OPTION 3/15/11 STATIC PRESSURE RATINGS APPROVED SIZES ISCALE N T S SIZE A Wayne DESIGN (PSF). +25.90/-28.80 MAX WIDTH. 16'-0" 1 1 DATE NAME 091ton TEST (PSF) +3885/-4320 MAX HEIGHT 8'-9" DRAWN 1 3/8/06 1 GRT IMPACT/CYCLIC RATED (YES/NO). YES MAX SECTION HEIGHT: 21' CHECKED 4/6/06 1 MRS n90N OF OVERHEAD DOOR CORPDRAWING 3395 ADDISON PENSACOLA. FLORIDA BSO) 474-9690 MODELS 5120/6100/9100 SHEET 1 OF 2 PART NO REV. WINDLOAD SPECIFICATION OPTION CODE 0230 031896 P10 13 CA ADJUSTABLE TOP PLACE U -BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE FIXTURE ATTACHED TO VAIN THE (8) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF U -BAR / AND ATTACH THRU END CAP AT WITH (z) 1/4-14.5/s' EACH END WITH (2) 1 /4-14.7/8 CRIMPTITE SCREWS SELF DRILLING CRIMPTITE SCREWS FOR STANDARD TRACK AND (3) 1/4-14.7/8' SELF DRILLING CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH , ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). LOW HEADROOM TRACK DETAIL A 13 CA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U -BAR PLACE U -BAR OVER INTEGRAL RIB WITH WITH (2) 1/4-14.5/8' CRIMPTITE SCREWS THE (8) PRE -PINCHED HOLES EACH END USE HEWING NOTE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH THRU END PROPER ALIGNMENT OF ROLLERS CAP AT EACH END WITH (2) 1/4-14.7/8 SEL' DRILLING CRIMPTITE SCREWS 15 CA HINGE ATTACHED EXCEPTION. U -BAR PLACED OVER TOP WITH (4) 1/4-14.5/8' RIB ON THE BOTTOM SECTION SHALL ONLY CRIMPTITE SCREWS (2 OF BE ATTACHED THRU END CAP AT EACH WHICH ARE FACTORY END WITH (1) 1/4-14.7/B' SELF DRILLING ATTACHED) CRIMPTITE SCREW LOCATED ON THE 2) 1/4-14.7/8' SELF DETAIL D BOTTOM FLANGE OF THE U -BAR DRIWNG CRIMPTITE SCREWS NOTE` DUE TO CLEARANCES REOUIRED TO 2' NYLON STORMGARO INSTALLSCREWSSBOF THEEENDSCRUROLLERWITH BAT ARSS 4-1/2' STEM INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U -BARS SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED PLACE U -BAR OVER WITH (6) 1/4 -20.5/8' e INTEGRAL RIB AND ATTACH CRIMPTITE SCREWS (2 OFWITH C2) 1/4-20.5/8' SCREWS TNRU WHICH ARE FACTORYCRIMP HOLES ATATTACHED, 3 OF WHICHPRE-PUNCHED INTERMEDIATE WINCE ARE FIELD INSTALLED INTOEACH 1 THRU FLANGETOPLEAF, AND 1 OFLOCATION WHICH IS FIELD INSTALLEDOF U -BAR AND BOTTOM THRU PRE -PUNCHED HOLEHINGE LEAF AND 1 THRUWEBOFU -BAR AND IN U -BAR) DETAIL C INTEGRAL RIB OF SECTION) 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH ' 3) 1/4-14.5/8' / PUCE U -BAR OVER INTEGRAL RIB WITH CRIMPTTE SCREWS NOTCH DOWN TO CLEAR BOTTOM BRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-14.7/8' SELF DRILLING CRIMPTITE SCREW AS FOR IMPACT RESISTANCE, SHOWN AND USE (1) 1/4-14,7/8' SELF BOTTOM BRACKET MUST BE ORIWNC CRIMPIITE SCREW ACROSS THE SCREWED TO THE BOTTOM . • BOTTOM OF THE BOTTOM U -BAR AT U -BAR WITH EACH PRE -PUNCHED HOLE AT EVERY 2) 1/4-14.7/8' SELF DETAIL D HINGE LOCATION. USE (1) 1/4-20.5/8' DRIWNG CRIMPTITE SCREWS CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS DETAIL THIS SHEET. JOHN E. SCARS PE 3121 FAIRGA TE OR CARROLLTON. T. 75OD7 FL PE 51737 Tx PE 36300/F2203 PROFESSIONAL ENCINECR'S SEAL PROVIDED ONLY FCR VERIrICATION OF MMXOAD CONSTRUCTION DETAILS 8.3/4• MIN STAINLESS SCREWS WITH STAINLESS BACKED RUBBER WASHERS 3-1/2' O.C. MAX 1/8' BEAD GE ULTRAGLAZE I SSG4000ACSTRUCTURAL USED ONLY ON IMPACT GLAZED SECTION - 11 CA REINFORCEMENT BRACKET ATTACHED WITH (4) 1/4-14.7/8" 1 SELF DRILLING \ CRIMPTITE SCREWS (2 THROUGH BOTH BRACKET AND U -BAR) 1) 1/4-14.7/8' SELF DRILLING CRIMPTITE SCREW AT CENTER LINE OF DOOR THRU J -STRUT k OPERATOR BRACKET. NOTE' J -STRUT & SCREW ONLY REOLIRED ON LONG PANEL AND IMPACT GLAZED ATTACH BOTTOM BRACKET TO BOTTOM U -BAR WITH (2) jr oT 1/4-14.7/8' SELF DRIWNC CRIMPTITE SCREWS FACER STEED \ II II NON-STRUCTURAL DECORATIVESTEELTRIM DETAIL E IMPACT BOTTOM BRACKET 5) SECTION DOORS WITH (6) Y. 18 GA. 80 KSI U -BARS LOCATED OVER INTEGRAL RIBS AS SHOWN 4) SECTION DOORS MTN (5) Y. 18 GA. 60 KSI U -BARS LOCATED OVER INTEGRAL RIBS AS SHOWN - DETAIL F U-BARuCTNOsNOS 1. ALL U -BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED 7HRU PRE -PUNCHED HOLES WITH (2) 1/4-14.5/8' CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-14.7/0' SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP (EXCEPT BOTH U -BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET). (2) 1/4-14.5/8' CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-14.5/B' CRIMPTITE SCREW APPROXIMATELY 8' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0', THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U -BAR EXCEPT BOTH U -BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EOUAL TO 12'-0', THERE SHALL BE A TOTAL OF (I6 SCREWS ATTACHING EACH U -BAR EXCEPT BOTH U -BARS ON BOTTOM SECTION NON-STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF (14) SCREWS EACH. OUTER WINDOW TRIM 2 WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER 1/4' POLYCARBONATE SURES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION 5 DRAWING. ALL PRE -PUNCHED HOLES IN ALL U -BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-14.5/8' CRIMPTITE SCREWS. 3. 18 GA U -BARS SHALL BE STAMPED '46' APPROXIMATELY 8' FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES SC wac® DESIGN (PSF). +25 90/-28 80 IMAX WIDTH 16'-D' TEST (PSF): +38 85/-43 20 IMAX HEIGHT. 8'-9- DR Dalton IMPACT/CYCLIC RATED (YES/NO). YES JLAAX SECTION HEIGHT. 21' CH MODELS 5120/6100/9100 DIVISION OF OVERHEAD DOOR COR PENSA9COLA aFLORIDA 322514 WINDLOAD SPECIFICATION OPTION CODE 0230 REVISIONS P4 CHANGES TO GENERAL FORMAT AND CHANGED U -BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER CHANGED CENTER HINGE GAUCE AND ADDED LOUVER OPTION CHANGED STRUT DENItFKA710N METHOD FROM COLORED PAINT TO STAMPED NUMBER. GR7 3/8/06 PS ADDED SUPERIMPOSED DESIGN PRESSURE LOADS DN SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REWIRED FOR NARROWER DOOR WIDTHS. MRD 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. MODIFIED NOTE 8 TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. CRT 6/6/07 BRACKET SCHEDULE FOR FAT OPTION ADDED LHR TRACK DETAIL SHEET 2 ORT 4/17/08 P8 ADDED IMPACT RESISTANT GLAZING. ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK CHANGED LOUVER NOTE INCREASED MAX HEIGHT 10 8'-9' ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE. CRT 7/22/08 P9 UPDATED TITLE BLOCK GRT 8/26/10 PIO ADDED LONG PANEL GLAZING OPTION GRT 1/15/11 N. N 1 3/8/06 1 CRT ED 4/6/06 1 MRB SHEET 2 OF 2 DRAWING PART NO I REV 318960 1P10 i12" 4. Q 13 GA Mln 13 MIN CONTINUOUS CONTINU01 12" LIP LOCATIONS WALL ANG WALL ANGLE PLICE PLATE LOCATION 12" MAX TRACK SEE SCHEDULE 2) 1/4" X 11 GA MIN 14" CLIP SEE 7/16 SEMI SCHEDULE MAX TUBULAR i12" 4. MAX DOOR WIDTH 13 MIN CONTINUOUS 9'-0" 12" LIP LOCATIONS RSW 0.28" WALL ANGLE 12" 12" MAX TRACK 13 GA MIN 2) 1/4" X MAX WALL ANGLE 7/16 SEMI RIVETED, BOLTED, OR TUBULAR THIS PAGE. RI VI TS 12" MAX SEE CLIP DETAIL 11 GA MIN CLIP SEE SCHEDULE - i12" 4. MAX DOOR WIDTH MAX 9'-0" 12" LIP LOCATIONS RSW 0.28" MAX SEE SCHEDULE 18'-0N 12" MAX TRACK 13 GA MIN CONTINUOUS WALL ANGLE CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED SEE DETAILS THIS PAGE. 10- E 3C -TES, PE 3121 FMRGATE OR CARROLLION, 1. 75007 FL PC 517J7 TA PE 56311p/F2203 PROFESSIONAL ENGINCER'5 SEAL PROMOEO ONLY FOR VERRICARON OF WINOLOAD CONSTRUCTION OEfAXS 2 TYPICAL CLIP BOLTING DETAIL TYPICAL CLIP RIVETING DETAIL TYPICAL CLIP WELDING DETAIL TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK DESIGN PRESSURE CHART MAX DOOR WIDTH MAX PSF 9'-0" 46.0 PSF/-52.0 PSF 16'-0" 46.0 PSF/-52.0 P 18'-0N 46.0 PSF/-52.0 P TRACK SUPPLEMENT SF Wagner SF dalton 3395 ADDISON DRIVE CHART PENSACOLA, FLORIDA 32514 850) 474-9890 TRACK -CLIPS -TEXAS WALL ANCLE 12 FOOT UPDATED BP3 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52 00 PSF FOR ALL DOOR WIDTHS. CHANCED 'TEXAS WALL ANGLE" TO CONTINUOUS WALL ANCLE"ADDEO SUBSTRATE MOUNTING DETAIL. CHANGED TO TITEN HO ANCHORS GRT 4/2/07 P4 CHANGED FORMAT AOOEO MODELS 9800 AND 8024 WITH OVERLAY TO TRACK CLIP SCHEDULE GRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS UPDATED SPLICE k CLIP SCHEDULES DLP 9/06/07 P6 UPDATE MOUNTING DETAIL DRAWINGS. CRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE N8 CUP (REPLACED KITH N9 ACROSS THE BOARD) DLP 10/24/07 18 UPDATED STEEL MOUNTING DETAIL WRB 04/I1/00 9 EXPANDED 1-1/2" TO 1-3/8` DOOR THICKNESS CHART UP TO 14 HIGH CRT 12/11/08 10 UPDATED TITLE BLOCK CRT 6/2/10 DATE DRAWN SHEET 1 OF 2 DRAWING PART NO REV 307494 P10 2 3/4" ±1" EDGE DIST E60XX MIN. 1/8 2-24 1/8 V 2-24 MIN 3/16" THICK STEEL FOR MOUNTING 5/16" x 1-5/8" VTRACKWALLANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2TRACK CLI SPF (G=0.42) OR _ BETTER AT EACH1/4-20x9/16" HOLE OR PAIR OF BOLT ANO HOLE LOCATIONS1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL d WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( rA,4 d A. d A. . CONCRETE MOUNTING DETAIL JOHN E SCARS. PE 3121 FMRGAM OR CARROLLTON. In 75001 Tl PE 51737 Ta PC 56308/12203 PROFESA04AL ENu1EER'S SCAL PROVIDED ONLY FOR VERIFICATION OF NNOLOAD CONSTRUCTION DETAILS 3/8" SIMPSON TITEN H0, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1/4-200/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP MODELS 5200/8000/8024/8100/8124/8500 CLIP AND SPLICE PETTE SCHEDULE THICK MODELS 8024/8124 WITH DECATRIM OVERLAY (2-1/2' THICK DOOR CLIP #'S FROM BOTTOM TO TOP SPLICEHEIGHLATE // 7'-0' 7, 9, 9, 9, 9, 11 12 8'-0' 5, 6, 6, 16 8'-0' 7, 9, 9, 9, 9, 11, 11 5, 6, 6, 7, 16 9'-0' 7, 9, 9, 9, 9, 11, 11, 11 7, 9, 9, 18 10'-O" 7,9,9,919,11,11,11,13 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 18 11'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20 12'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13 20 13'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 14'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 MODELS 5200/8000/8024/8100/8124/8500 MODELS 9100/9400/9666T9-766-79-866 1-3/8" TO 1-5/8" 2 THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SPATE # 7'-0" 5, 6, 6, 7, 7, 9 8'-0" 4, 4, 4, 4, 12 8'-0' 5, 6, 6, 7, 7, 9, 9 5, 6, 6 4, 4 12 9'-0" 5, 6, 6, 7, 7, 9, 9, 9 5, 6, 6, 14 10'-O" 5, 6, 6, 7, 7, 9, 9, 9, 11 4, 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'-O" 5,6,6,7,7,9,9,9,11,11,11 7, 9 10 12'-0" 4, 16 13'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13 18 14'-0" 1 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13 18 MODELS 6100/8300/8700 MODELS 9100/9400/9666T9-766-79-866 1-3/8" TO 1-5/8" THICK DOOR HEIGHT DOOR HEIGHLATE CLIP #'S FROM BOTTOM TO TOP SPLICE LATE 7'-0" 4, 4, 4, 4, 5, 6 8'-0" 4, 4, 4, 4, 8 8'-0" 4, 4, 4, 4, 5, 6, 6 4, 4 6 8 9'-O' 4, 4, 4, 4, 5, 6, 6, 7 8 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9 10 12'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 13'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12 14'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 REVISIONS 2 2 INCH TACK -CLIPS-TEXAS ALL ANGLE 12 FOOT MATED J 6/11/03 3 UPDATED FORMAT iCREASED ALLOWABLE RESSURES TO 4600/- 00 PSF FOR LL DOOR WIDTHS AAN CEO 'TEXAS WALL NCLE" TO CONTINUOUS ALL ANGLE_ADDED JBSTRATE MOUNTING TAIL, CHANGED TO TEN HO ANCHORS RT °/2/07 ADDED MODELS 9800 AND 6024 WITH OVERLAY TO TRACK CUP SCHEDULE GRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS UPDATED SPLICE k CLIP SCHEDULES OLP 9/05/07 P6 UPDATE MOUNTING DETAIL DRAWINGS GRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE ITB CLIP %REPLACED WITH /9 ACROSS THE BOARD). OLP 10/24/07 PS UPDATED STEEL MOUNTING DETAIL MRS 06/11/08 P9 EXPANDED 1-1/2' TO 1-3/8" DOOR THICKNESS CHART UP TO 14' HIGH GRT 12/11/08 PIO ADDED MODEL 8700 UPDATED TITLE BLOCK GRT 6/2/10 MODELS 9100/9400/9666T9-766-79-866 GATE NAME 1 THICK DOOR HEIGHLATE CLIP #'S FROM BOTTOM TO TOP SPLICE 7'-0" 4, 4, 4, 4, 4, 4 DRAWING PART NO 307494 6 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'-0' 4, 4, 4, 4, 4, 4, 4, 4 6 ri 010'-0" 4, 4, 4, 4, 4, 4, 4, 4, 4 6 REVISIONS 2 2 INCH TACK -CLIPS-TEXAS ALL ANGLE 12 FOOT MATED J 6/11/03 3 UPDATED FORMAT iCREASED ALLOWABLE RESSURES TO 4600/- 00 PSF FOR LL DOOR WIDTHS AAN CEO 'TEXAS WALL NCLE" TO CONTINUOUS ALL ANGLE_ADDED JBSTRATE MOUNTING TAIL, CHANGED TO TEN HO ANCHORS RT °/2/07 ADDED MODELS 9800 AND 6024 WITH OVERLAY TO TRACK CUP SCHEDULE GRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS UPDATED SPLICE k CLIP SCHEDULES OLP 9/05/07 P6 UPDATE MOUNTING DETAIL DRAWINGS GRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE ITB CLIP %REPLACED WITH /9 ACROSS THE BOARD). OLP 10/24/07 PS UPDATED STEEL MOUNTING DETAIL MRS 06/11/08 P9 EXPANDED 1-1/2' TO 1-3/8" DOOR THICKNESS CHART UP TO 14' HIGH GRT 12/11/08 PIO ADDED MODEL 8700 UPDATED TITLE BLOCK GRT 6/2/10 Wagner GATE NAME la1tQn DRAWN 8/21/07 GRT CHECKED 8/21/07 RG SHEET SHEET 2 OF 2 3395 ADDISON DRIVE PEN(AeOLA47LOR9AD32514 DRAWING PART NO 307494 I REV P10TRACKSUPPLEMENTCHART Florida Building Code Online Page l of 2 OWPACMMINT OP ulation n IiF r 1__J_ F Dfjai(IiIE' tO SCIS Home 1 Log In User Registration ! Mot Topics Submit Surcharge Stats & Facts Publications ! FBC Stall DCIS Site Map 1 Links Search Busines(( Professi nal Product Ir Regulation Pmduct Aooroval Menu > Preduet m Aoolkation Search Aoolicabon Lrst > Application Detell Nq FL If FL1971S Application Type New Code Version 2014 Application Status Applied For Comments Archived Fl Product Manufacturer Sllverllne Building Products Corp. Address/Phone/Emall One Silverline Drive North Brunswick, N) 08902 800) 234-4228 Ext 4644 lonberrian@slbp.com Authorized Signature Jon Berrlan Jonberrian@slbp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Window and Door Manufacturers Association Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/16/2016 Date Validated 5ummary of Products FL # Model, Number or Name Description Year 2011 2008 http://www.floridabuilding.orglpr/pr_app_dtl.aspx?parani=wGEVXQwtDgtvA%2bxmzk 1... 2/19/2016 Florida Building Code Online 19715.1 1 Series 2900/4900 Single Extruded Vinyl Single Hung Window Page 2 of 2 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL19715 RO C CAC 2-4-16 CCL-•_Ist.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/16/2016 Design Pressure: N/A Installation Instructions Other: See Installation Instructions, SWD002, and Product FL19715 RO 11 SWDOD2 55 2016.02-03.odf Evaluation Report, PER3947, for design pressures and Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Installation requirements. Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.odf Created by Independent Third Party: Yes back Notrt SII$ :: 1940 North Monroe Street Tallahassee Fl. 32399 Phone: 8504417.1924 The Sate of Florida Is an AA/EEO employer. Cppvdaht 2007.2013 State of Florida.:: RMev Statement:; Accessibility Statement :; Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a Pubno-reoords request, do not send eledronk mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, ~Ive October 1, 2012, 11ca sees licensed under Chapter 455, F.S. must provide the Department with an erran address It they have one. The emalls mv0ded may be used for official conhmunkatbn with the licensee. However email addresses are public retard. It 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 U you are a licensee under Chapter 455, F.S., please dick hM. Product Approval Aeaepts: BE M http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl... 2/19/2016 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION AN04ORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF i1/2 INCH THE DEPICTED LOCATION 6 SPACING IN THE ANCHOR LAYOUT DETAILS I.L, WITI IOM CONSIDCMTION OF TOLCRANCCS). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4 SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/6 INCH. SHIM WHERE SPACE OF 2/16 INCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE /6 WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFFICIENT LENGTHTOACHIEVE 2-0 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/6' EDGE DISTANCE. 6. FIN INSTALLATION: FOR INSTAI LATION INTO METAL SND USE 16 SE1F•TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A UINIMUM OF 3 NRS NEON BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/B' EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 110 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. L THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3116 INCH DIAMETER TTW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 MCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4^ EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METALSTUD USE 410 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM NETRA ION BEYOND METAL WALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) 6ENERAL NOTES. 1. THE PRODUCT SHOWN HEREIN 6 DESIGNED AND MANUFACTURED 70 COMPLY WITH THE STH EDITION 2014) FLORIDA BUILDING CODE (FOC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING 70 THE FOLUDWING: AAMA/WDMA/CSA 301/1 S.Z/A44D-WW1 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING. AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. A. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY HOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A UCENSED ENGINEER OR AACHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM fAIAMIDADE REFI OR ALU. S. 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 FLIED BLOCX DO NOT INSTALL 7, IN ACCORDANCE WITH THE STH EDITION FOC, WOODINSTALLATIONANCHORSINTOMORTAR !DINTS. EDGE DISTANCE IS MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATEDFROMFREEEDGEOFBLOATOREDGEOFMORTARJOINTINTOFACESHELLOF OR SHALL BE OF A DURABLE SPECIES AS DEFINED INBLOCK CHAPTER 23. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 6 GLASS MEETS THE REQUIREMENTS OF ASTM E 1300MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS, USED W SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH VERTICAL 6 HORIZONTAL SECTIONS (TMOU614 FRAME) SPECIFIED BY THE ANCHOR MANUFACTURER HORIZONTAL SECTIONS. BUCK INISTALLATION, A 6LAMG DETAIL 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES' A. WOOD- MINIMUM SPECIFIC GRAVITY OF DSS B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 30M 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 BLOCKCMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL- MINIMUM YIELD STRENGTH OF 33 RSI. MINIMUM WALL THICKNESS OF 47.6 MIL (0.0476' or 18 GAUGE). MIN. I/2' EDGE DISTANCE. F. ALUMINUM - MINIMUM ALLOY 6063 -TS MINIMUM WALL THICKNESS OF 7/16' MIN. 1/2' EDGE DISTANCE. MAX OVERALL SIZE WIDTH HE76HT TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - INSTAUJITION 6 GENERAL NOTES 2 - ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL 6 HORIZONTAL SECTIONS (TMOU614 FRAME) 6 HORIZONTAL SECTIONS. BUCK INISTALLATION, A 6LAMG DETAIL MAX OVERALL SIZE WIDTH HE76HT CONM.DESIGN PRESSURE MISSILE IMPACTRATIN6 36' 64• 0/X 35 / -35 PSF NON IMPAR 36' 66' O/X 50 / •50 PSF NON IMPACT 38• 74' O/X 5D/-50 PSF NONIMPACT 36' 7T OM 35 / -35 PSF NON IMPACT 44' 62' O/% 50 / •50 PSF NON IMPACT 46• 72' O/X 35 / -35 PSF NON IMPAR 46' 64' OM 2D / •20 PSF NON IMPAR 52' 72' O/X 25 / •25 pSF NON TAWACT 36' 63.75• O/X (ORIEL.) 35 / .35 PSF NON IMPACT 46' 96' O/X (ORIEL) 20 / -20 PSF NON IMPAR 72• 62• o/X-0/X 35 / -35 PSF NON IMPACT 72' 84' OM -0/X 35 / -35 PSF NOW IMPACT 76' 62• O/X-O/X 50 / -SOPSP NON IN.PACT 76' 72' 0/X -0/X 50 / -5D P5F NON IAWACT 76' 77, O/XO/% 25 / -25 PSF NON IMPAR 60• 74' OM -0/X 35 / -35 PSF NON IMPACT 96' 74' O/X-0/X 30 / -30 PSF NON IIYlACT LOB' 6T O/X-O/X•O/X 5D / -5D PSF NON IMPAR 106' 72' 0/X-0/X.O/X 50 / -50 PSF NON IAWACT LOB' 64• O/X-O/X-O/X 25 / -25 PSF NON IMPAR SilverUne byAndersen pIM00p!•0004! of SRVERL" IMA* NMTN lANJSWIM wroF01 Nt (M) ..%&wM F O V) O H z 04 LIJN o Dw& T#: Digitally signed by Hermes F Norero, P.E. S W DOO 2 Reason:I am approving this document FL#: FL19715 Date: 2016.02.03 09:40:44 -05'00' SHEET: 1 OF 6 MAX. FRAME MAX FRAME SilvffLine WIDTH 48' WIDTH 48' byArKkrsen B E g E rueera.eseea er450.rBLLVE IMGtlE noR+w eaosw+ac Ht oeoa rwOTOUft00D F PC .0. y 4 4 4 4 y"253 p2 wt ONm o 5 ZO p J Z < NvMAX 2 HEIGHTFRAMEV HEIG FRAME96 u, _ i t QUALIFIED CONFIGURATIONS "i W o ARCA TOP CONFIGURATIONS FOR ALL 2901/901 w < x. RATINGS, SINGLE UNIT CONFIGURATIONS • x " LUAl "' Fd A 0 A D 4 S 4 s T01 ELEVATION ELEVATION ZSINGLEHUNGWINDOW SINGLE HUNG ORIEL WINDOW O H o v MAX. FRAME H ~ WIDTH 96' MAX. FRAME Lu B E o QUALIFIED CONFIGURATIONS MCH TOP CONFIGURATIONS FOR ALL 29024902 RATINGS, TWIN UNIT CONFIGURATIONS F S M9 y F Z C C S ` MAX. FRAME 0. I` 6 ,` HEIGHT 74' MAX HEI 4(B uZ ELEVATION 4@ ELEVATION $ V y DwG m TWIN SINGLE HUNG WINDOW TRIFLE SINGLE HUNG WINDOW S W D 00 2 SHEET: 2 pF 6 WIDTH 108' B E s F C WF4 7 FRAME X. 6HT 84' x• 2"MAX. 11* MAX, FROM O.L. CORNERS 11 OI'm 2" MAX. FROM CORNERS NOi•M•a LT {DIETS AT CI SDfSf SHALL DE ANCHW. MAX V O.C. AT HEAD, IAA, AND Y4 ANCHORLAYOUT NAIL FIN - SINGLE HUNG WINDOW 2' MAX ^ 4 1/2' MAX. CORNERS I r I O.L. 4 1/2" A OC 1 AX.7 i --- 2' MAX FROM ,I 1 4 L2' MAX. I '— CORNERS O.C. ANCHORLAYOUT NAIL HN -TWIN SINGLE HUNG WINDOW 6' MAX FRO20• MAX. CORNERS O.C. 6' MAX FROM CORNERS 20• O c. L 6' MAX. FROM CORNERST I ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 1) I' I' MAX FROM _ 6• O.C, MAx. j CORNERS I 6' Mo O.0 r IN7 IIIA M .1 2' MAX FROM ,I 1 4 L2' MAX. I '— CORNERS O.C. ANCHORLAYOUT NAIL HN -TWIN SINGLE HUNG WINDOW 6' MAX FRO20• MAX. CORNERS O.C. 6' MAX FROM CORNERS 20• O c. L 6' MAX. FROM CORNERST I ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 1) I' I' MAX FROM _ 6• O.C, MAx. j CORNERS I 6' Mo O.0 1' MAX.I I 6" MAX. FROM —'i F^ O.C. CORNERS ANCHORLAYOUT NAIL FIN • TRIPLE SINGLE HUNG WINDOW 6' MAX. FROM 12 3/4' MAX. CORNERS r O.C. t r IN7 IIIA M .1 I C t'o2" GIB 1 ENELN-u hz 1' MAX.I I 6" MAX. FROM —'i F^ O.C. CORNERS ANCHORLAYOUT NAIL FIN • TRIPLE SINGLE HUNG WINDOW 6' MAX. FROM 12 3/4' MAX. CORNERS r O.C. t 161/2• MAX O.C. l L 6' MA FROM ANCHOR STRAP 6MAX -TFROM CORNERS P/N 50-2995-2 CORNERSSEESHEET5FORDETAMS ANCHORLAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW 2'MAXO.C., P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHORLAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SilverLine brAndersen moors •o e s oeEDJHSWTtlC waSaVFR mwoMOTH sm Rcvs:)A)SNW r IN7 IIIA M .1 I 161/2• MAX O.C. l L 6' MA FROM ANCHOR STRAP 6MAX -TFROM CORNERS P/N 50-2995-2 CORNERSSEESHEET5FORDETAMS ANCHORLAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW 2'MAXO.C., P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHORLAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SilverLine brAndersen moors •o e s oeEDJHSWTtlC waSaVFR mwoMOTH sm Rcvs:)A)SNW M .1 C t'o2" GIB tb hz m SZ Lu cc & 0 c. m II^^ vI Z Oo H W W aC o M yl m y J W N J > * u2 0 c v N6 #: SWD002 4EET: 3 OF 6 CONCRETE/ MASONRY 1112* MIN VERTICAL SECTION BY OTHERS EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X • NML FIN WOOD BUCK BY OTHERS ° s 2X WOOD BUCK BY OTHERS ; SEE SHEET 6 FOR 3/B' CONNECTION DETAILS EDGE DIST. 8 WOOD SCREW CIA. INSTALLATION ANCHOR 1/4' MAX EXTERIOR FINISH MIN. 3/8' EDGE DISTANCE BY OTHERS HEIGHT 1/4'MAX PERIMETER SHIM SHIM SPACE SEALANT / SEALANT BY OTHERS L rl U \ HEIGHT EXTERIOR / INTERIOR EXTERIOR FINISH SEE GL.AZTN6 SHIM SPACE DETAIL, SHEET 6 SEE SHEET 6 FZ44 il eGy m Jy O V y Z OF 6 VERTICAL SECTION SilverLine 4 HEAD - 2X WOOD BUCK iriAndersen NML FIN SEE GLAZING DETAIL, SHEET 6 r+oarw aawswr°cw onm EXTERIOR INTERIOR CIA. um „ 1/4' MAX UNIT MIN. 3/8' EDGE DISTANCE HEIGHT PERIMETER 1SEALANT BY OTHERS 1/4• MAX EXTERIOR FINISH SHIM SPACE BY OTHERS SEE SHEET 6 FZ44 B WOOD SCREW C m Z m ? S aR INSTALLATION ANCHOR 3/B" MIN L STRUCTURE EDGE DIST. 2X WOOD BUCK BY OTHERS SEE SHEET 6 kyj w o Lu 01 CONNECTION DETAILS p•. °' ••'., a. CAULK BETWEEN CONCRETE/ MASONRY CONCRETE/ MASONRY d 2X 11/2' MIN. BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT pVERTICAL SECTION METAL STUD BY OTHERS, 4 SILL-2XWOODBUCC NAIL FIN il eGy m Jy O V y Z OF 6 SilverLine iriAndersen eara•aeeea ort m+txnrteet r+oarw aawswr°cw onm roa o usnm um „ 1/4' MAX MIN. 3/8' EDGE DISTANCE SHIM SPACE SASH REINFORCING a A m i SEE SHEET 6 FZ44 3 THREADS TRATION BEYOND C m Z m ? S aRLSTRUCTUREw '.'o kyj w o Lu 01 B 6R 5 SELF-TAPPIIJ6 SCREW atINSTALLATIONANCHOR METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION p NOTE 14 m EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT Q BY OTHERS H C O.A. vi HUNIT WIDTH 13 W W DC HORIZONTAL SECTION 4 IAMB - METAL STUD NAIL FIN il eGy m Jy O V y Z OF 6 10 WOOD SCREW INSTALLATION ANCHOR 3/4, CONCRETE/ MASONRY EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS BY OTHERS SEE SHEET 6 FOR 1/4' MAX CONNECTION DETAILS SHIM SPACE MIN. 3 THREADS CAULK BETWEEN '. ° ; SASH REINFORCING PENETRATION BEYOND CONCRETE/MASONRY °` SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE BY OTHERS '. SEE GLAZING MIN. 1/2" EDGE DISTANCE 11/2" MIN DETAIL SHEET 6 EXTERIOR FINISHflEMBEDMENT BY OTHERS INTERIOR 410 GR 5 5EL'-TAPPING SCREW 1/4' MAX PERIMETER SEALANSHIM SPACE INSTALLATION ANCHOR BY OTHER METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, O.A. EXTERIORERIOR SEE SHEETIINSTALLATION UNIT NOTE14 HEIGHTPERIMETERSEE6LAZI SEALANT SHEE EXTERIORDETAIL, BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION VERTICAL SECTION5 JAMB -METALTUBE/STUD OR APPROVED MULLION 5 HEAD - 2X WOOD BUCK THROUGH FRAME THROUGH FRAME 5) #14 PANCAKE HEAD SEE GLAZING SCREWS FROM STRAP TO DETAIL, SHEET 6 FRAME, HOLES PROVIDED 4.0000 - TO ACCOMODATE 914 DIA. -f 4.0000 4 EXTERIOR 'INTERIOR 2'0000-x2.0000 ANCHOR STRAP, AT TWIN 6 a TRIPLE CONFIG. ONLY. SEE 0.0620• O.A. 'PLAN VIEW -ANCHOR STRAP UNIT / (P/N 50-2995-2)' DETAIL AT 4.0020 HEIGHT RIGHT FOR INSTALL. REQ. 0 5 ) 1/4" MAX. 2 3750 PERIMETER SEALANT SHIM SPACE BY OTHERS t P13/4" 0.7500(2) 3.0000(2) 6.0000-1INSTALLATION ANCHORS EXTERIOR FINISH' FROM ANCHOR STRAP TO MIN. 8Y OTHERS e • c EMBEDMENT PLAN VIEW -ANCHOR STRAP (P/N 50 2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. PRECAST 5IL. BY OTHERS 3/16' ITW TAPCON ° ` a • • •: , ANCHOR STRAP ANCHORING REQUIREMENTS: INSTALLATION ANCHOR ° A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16" ITW TAPCONS 1 3%4' M71,1 ° PER STRAP, MIN. 1-1/4- EMBEDMENT, MIM 1.3/4' EDGE DISTANCE. EDGE DISTANCE B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF-DRILI INS SCREWS, GR 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4" EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MOM p VERTICAL SECTION 1-1/2' EMBEDMENT, MIN. I- EDGE DISTANCE. 5 SILL-CONCREWMASONRY THROUGH FRAME SilverLine byAndC.ISC'11 u.B sa.caia c onn4 NOM/ wNSWX1cw OSlo2 PH, 0'2I .1>f00D 3 $ O s Z FN¢ a o ZZn• m < W W W uj N ' e_po B y Lu T Y V) Z O Z r Lu W ix O oa u3 z z C, p u h DWG #: SWD002 SHEET: 5 OF L I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (OIX), DESIGN PRESSURE •/- 35 PSF 36 X 84, (0/X), DESIGN PRESSURE ./- 35 PSF 38 X 74, (0/X), DESIGN PRESSURE •/- 50 PSF 38 X 77, (O/X), DESIGN PRESSURE +/• 35 PSF 72 X 84, (O/X-0/X), DESIGN PRESSURE •/• 35 PSF 76 X 72, (O/X-0/)Q, DESIGN PRESSURE+/- 50 PSF 108 X 62, (0/X-O/X-0/X), DESIGN PRESSURE •/-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE +/-50 PSF r. - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING Si1E/RATIN65: 76 X 62, (O/X-O/X), DESIGN PRESSURE +/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-0/X), DESIGN PRESSURE +/- 35 PSF NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN Y MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS 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 L WINDOW FRAME. BY OTHERS 11/4' MIN. ' EMBEDMENT 11/2• MIN. EDGE DISTANCE 2• MIN. EDGEDISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL ZZ H u Lu W a n r: PfL+ o X) VG #: SWD002 IEET. 6 OF 6 SilverLine NOTE: byMdersen CONFIGURATIONS SHALL COMPLY H SA WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FOC AND ASTM E 1300 GLASS LOAD RESISTANCE i o e e o• o e o e INTERIOR OW SM*ILU* Ova onMsnac w asoi M. p7>y+A1000 5/8' O.A. Ib GLASS O 1n vf H V EXTERIOR INTERIOR i e p CZrp Fy x EXTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME i p B 55 Z, 0 x T FA KwCiss m Q REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. f T w y o l- eD o aW REQUIREMENTS REQUIREMENTS. 1/8' SETTING BLOCK / u'i n VERTICAL SECTION 114--\ HORIZONTAL SECTION 6 MEEnNGSnLE 6 INMRMEWATEFRAMEMULUON GLAZING DETAIL I I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (OIX), DESIGN PRESSURE •/- 35 PSF 36 X 84, (0/X), DESIGN PRESSURE ./- 35 PSF 38 X 74, (0/X), DESIGN PRESSURE •/- 50 PSF 38 X 77, (O/X), DESIGN PRESSURE +/• 35 PSF 72 X 84, (O/X-0/X), DESIGN PRESSURE •/• 35 PSF 76 X 72, (O/X-0/)Q, DESIGN PRESSURE+/- 50 PSF 108 X 62, (0/X-O/X-0/X), DESIGN PRESSURE •/-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE +/-50 PSF r. - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING Si1E/RATIN65: 76 X 62, (O/X-O/X), DESIGN PRESSURE +/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-0/X), DESIGN PRESSURE +/- 35 PSF NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN Y MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS 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 L WINDOW FRAME. BY OTHERS 11/4' MIN. ' EMBEDMENT 11/2• MIN. EDGE DISTANCE 2• MIN. EDGEDISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL ZZ H u Lu W a n r: PfL+ o X) VG #: SWD002 IEET. 6 OF 6 WINDOW R DOOR MANUFACTURERS ASSOCIATION WDMAConformance Hallmark® Certificate of \ and License (CCL) jlit Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMS, INC. A°'°'ni` Systema, enq.Inc. s"m"'r Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-023.09 2800/2803-2804 3 Panel Horizontal Slider 101/I.S.2/A440-11 Class R-PG30; Size Tested 2286mm 1219mm E7251.01-10947 5/21/2015 5126/2025 2286mm x 1219mm (90 x 48)' Type -HS; DP +30/-30 psf; Water Test Press 22012a 4.59psf) 440-W025.36 2900/4900/ 70 Series 101/l.S.2/A440-08 Class R-PG35; Size tested 914mm 2127mm 89241.01-109.47 7/17/2012 3182017 9142127mm (36x84inyH 440-H-025.38 2900/4900 70 Series ASTM E-1996-05 / Wind Zone 3, Missile level D, 914mm 1930mm NCTL-110-15665.2 6/72013 12/192016 ASTM E-1886-05 Cycle Pressure = +/-50 psf 440-H-025.39 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 1219mm 1676mm NCTL-110-15664-1 5/22/2013 4/3/2017 1219x1676 mm (48x66 in}H 440-H-025.40 2900/4900 70 Series 1011I.S.2/A440-08 Class R-PG50; Size tested 914mm 1930mm NCTL-110-15665-1 5/242013 4/312017 914x1930 mm (36x76 in) -H 440-H-025.41 2900/4900 Impact 70 Series ASTM E-1996-05/ Wind Zone 3, Missile Level D, 1219mm 1676mm NCTL-110-15664-2 6172013 12/20/2016 ASTM E-1886-05 Cycle Pressure = +/-50psf 440-H-025.42 2901/4901 10111.S 2IA440-08 Class LC-PG25; Size tested 11 18m 1905mm C7074.01 7/12013 5/1/2017 1118x1905mm (44x75in)-Type H; Positive Design Pressure DP) = 1200Pa (25psf); Negative Design Pressure DP) = 1200Pa (25psf); Water Penetration Resistance Test Pressure = 180Pa (3.76psf) 440-H-025.43 2901/4901 1011I.S.2/A440-08 Class LC-PG50; Size tested 965mm 1676mm C7074.01 7/12013 5112017 965xl676mm' (38x66in'}Type H; Positive Design Pressure DP) = 2400Pa (50psQ; Negative Design Pressure DP) = 2400Pa (50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52psf) WD -20 10/14/09 Friday, May 13, 2016 Page 7 WINDOW 8 ODOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of IEWDMA Conformance and License (CCL) Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name 401=0 29011/14.90 { 1.d...Rr 440-H-025.45 2901 Standard Rating 1/10`1s(2/"M4A 101/I.S.2/A440-08 AMS, INC. Adminisuativc Msnaga=t Systems, Inc. Wide High Test Report # CertDate ExpDate 1118mm: 1'S75mm CaO X,4;,Qn1j 7/1'12013 i 101;1 1016mm 1829mm NCTL-110-16178.1 7/1/2013 5/12017 WD -20 10114109 Friday, May 13, 2016 Page 8 1016xl829mmm (40x72in) - Type H; DP = 2400Pa (50psf); OP =-2400Pa (-50psf); Water Penetration Resistance Test Pressure 360Pa (7.50psf) 440-H-025.46 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/12013 5/12017 1016x1829mmm (40x72in) - Type H; OP = 2400Pa (50psf); OP =-2400Pa (-50psf) 440-H-025.47 29001mpact ASTM E-1996 12/ASTM Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178.2 7/12013 5/12017 E-1886-05 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-240oPa (-50psf) 440-H-025.49 2900/4900 101/I.S.2/A440-08 Class R-PG35; Size tested 1219mm 1829mm C9979.01-109-47 9/24/2013 7/222017 1219x1829mm (48x72in}H; OP+30/-30; Water Pen. RsisL Test Pressure = 360Pa 5 2/A 4`4, 7.52ps y„UH 2550] X290.'1%490,1 10i1." ,6 U-0B Cass LC-PGSU; S¢e Tested. t965 m„m 1881)mm U)TO SaQ;1=1"Q9 47 1Y141.2014 r?l24'/ZQ,a1r7• 965mm x 188Umm ' (38;V 74m') Type -H; DP +50/.5.0 psf Water Test Press 360Pa] 7.52ps 440-H-025.52 2901/4901 Impact TAS 201/202203-94 DP 8 Cycle Pressure +50/-50 52in 73in NCTL-110-16675.1 3/52014 2/202018 psf 440-H-025.53 2901/4901 Impact TAS 2011202203-94 DP 8 Cycle Pressure +50/-50 38in 621n NCTL-110-16675-1 3/5/2014 2/202018 psf 440-H-025.55 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 1321mm 1854mm NCTL-110-16675-3 315/2014 12/12/2017 1321 x 1854mm (-52 x 73 in.) Type -H WD -20 10114109 Friday, May 13, 2016 Page 8 WINDOW R DOOR \ MANUFACTURERS ASSOCIATION Hallmark® Certificate of WDMAConformance and License (CCL) lit Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMS, INC. A"i```x Sysrcros. Inc. Inc. m" Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.57 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1575mm NCTL-110-16675.3 3/5/2014 12/12/2017 965 x 1575mm (-38 x 62 in.)' Type -H 440-H-025.59 2901/4901 Impact ASTM E-1996 121ASTM DP +50/-50 psf, Missile D, 1321 mm 1854mm NCTL-110-16675-2 3/5/2014 2/20/2018 E-1886.05 Wind Zone 4 440-H-025.60 2901/4901 Impact ASTM E-1996 12/ASTM DP +50/-50 psf, Missile D, 965mm 1575mm NCTL-110-16675-2 3/5/2014 2/20/2018 E-1886-05 Wind Zone 4 440-H-025.61 2900-4900 Series/2901-4901 Single Hung Window 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm 2134mm D9957.01-109-47 10/9/2014 81612018 1219mm x 2134mm (48 x 84) Type -H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 440-H-025.62 2900-4900 Series/2901-4901 Single Hung Window 101/I.S.2/A440-11 Class R-PG25; Size Tested 1321mm 1829mm 09957.01-109-47 10/9/2014 8/6/2018 1321 mm x 1829mm (52 x 72) Type -H; DP +25/-25 psf; Water Test Press 18012a (3.76psf) 440-H-025.63 29004900 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG30; Size Tested 1219mm 1956mm D9359.01-109-47 1/28/2015 7/22024 1219mm x 1956mm (48 x 77) Type -H; OP +30/-30 psf; Water Test Press 260Pa (5.43psQ 440-H-025.64 2900-4900 Series29014901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG35; Size Tested 1219mm 1829mm D9964.01-10947 1/29/2015 8/42024 1219mm x 1829mm (48 x 72)' Type -H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440-H-025.65 2900-4900 Series/2901-4901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG35; Size Tested 965mm 1956mm D9964.01-109-47 1/29/2015 8/42024 965mm x 1956mm (38 x 77) Type -H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440-H-025.66 2900-4900 Sedes12901/4901 Oriel Single Hung 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm 2438mm E5610.01 3/162015 4/13/2025 1219mm x 2438mm (48 x 96) Type -H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 440-H-025.67 2900-4900 Series/290114901 Single Hung 101/I.S.21A440-11 Class R-PG50; Size Tested 965mm 1676mm E5611.01-109-47 3/16/2015 7/22024 965mm x 1676mm (38 x 66)' Type -H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-025.68 2900-4900 Series/2901-4901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1880mm E5612.01-109-47 6/12015 9/82025 965mm x 1880mm '(38 x 74) Type -H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) WD -20 10/14/09 Friday, May 13, 2016 Page 9 WwooW 8 DWR MANUFACTURERS ASWCIAMN Hallmark® Certificate of AMS, INC. IOWDMA Conformance and License CCL ' Adm`°'sn"``Y"'°q`=" 4t ( ) systwe' lac. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.69 2900-4900 Sedes/2901-4901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1676mm E5611.01 -109 -47 -rt 8/21/2015 2/25/2025 965mm x 1676mm (38 x 66)• Type -H; OP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-025.70 2900-4900/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PGSU;.Size Tested 11 18m 1575mm E9219.01-10947 1/15/2016 2/82026 1118mm x.3575rom•(44 x 62)• Type -H; OP;+5U/.-"50 psf; Water Test: Pre.(.7.520sf') 440-H-027.19 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2032mm 2134mm C1050.01-109-47 12282012 8/9!2016 2032x2134mm (80x84 in) -H 440-H-027.20 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2286mm 1880mm C4709.01-109-47 1/312013 12/13/2016 2286x1880 mm(90x74 in) -H 440-H-027.21 2900/4900 101/I.S.2/A440-08 Cla'sSR-PG35=Sifktested` 1829mm 2134mm C9952.01-109-47 91242013 7/24/2017 11329ic2134inm''(72r84n•) -H; Qf?+35/-35; Wa'fer'Pen: Resist. Test`Pressure.2 6OPb 5 43psQ 440-H-027.22 2902/4902 101/1.S.2/A440-08 Class R-PG50; Size tested 1994mm 1524mm C7070.01-109-47 9/24/2013 7/22/2017 1994x1524mm• (79x60in')-H; OP+50/-50; Water Pen. Rsist. Test Pressure = 360Pa 7.52psQ 440-W027.23 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG35.; Size Tested 2032mm 1880mm C0328.01-109-47 2/52014 9/19/2017 2032 rn-x,1880mm (80x7,4in) Ty.'p@ _FI?OR +,35/,-35 psf; Water Test Press 2600a (5:43psf) 440tH -027.24 2902/4902 Twin Single Hung Window 101/I.&VA440-11 Class R-PG50; Size Tested 1918mm 1575mm C0328.01-1094,7 2/5/2014 9/19/2017 1418mrrm x 1575mm (76x62in) Type=H; UP ±50/'50 psf; Water Test Press -360a (7.52psf) 440-H-027.25 2902/4902 Twin Single Hung Window 101/I.S.2/A440-08 Class R-PG30: Size Tested 2426mm 1880 mm C0375.01-109-47 3/52014 1/182017 2426 x 1880 mm (-96 x 74 in.) Ty"pe%H 440-H-027.26 2902/4902 Twin Single Hong Window 101/1.8.2/A440-11 Class R-PG35 Size. Tested. 1829 mm 1575 mm 09358.01,-109-47 1/272015 8/62024 1829 mm x'1375.mm(72 x 62) TYpe H; OP +g5%35 paf Water Test Press 260Pa 5.43pso WD -20 10114109 Friday, May 13, 2016 Page 10 WINDOW R DOOR \ MANUFACTURERS ASSOCIATION Hallmark® Certificate of AMS, INC. WDMAConformance and License (CCL) AaminiSysyssuntie tem. Inc. Inc. S Silver Line Building Products Mfr IO: 440 One Silver Line Drive For more Information visit www.amsceil.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-027.27 2900-4900/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2426mm 1880mm E7252.01-109-47 5/12/2015 5/27/2025 2426mm x 1880mm (96 x 74) Type -H; DP +15/-15 psf; Water Test Press 180Pa (3.76psf) 440-H-027.28 2900-4900/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2032mm 1880mm E7252.01-109-47 5/12/2015 5/27/2025 2032mm x 1880mm (80 x 74) Type -H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 440-H-027.29 2900-4900 Series/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 1918mm 1956mm E7244.01-109-47 8/6/2015 9/8/2025 1918mm x 1956mm (76 x 77)' Type -H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 440-H-027.30 2900-4900 Series/29024902 Twin Single Hung 101II.S.2/A440-11 Class R-PG15; Size Tested 2184mm 2134mm E9218.01-109-47 12/29/2015 3/27/2026 2184mm x 2134mm (86 x 84) Type -H; DP +15/-15 psf; Water Test Press 360Pa (7.52psf) 440-H-027.31 2900-4900/29024902 Twin SH 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1829mm E9220.01-109-47 1/15/2016 1/27/2026 1918mm x 1829mm (76 x 72)' Type -H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-027.32 2900-4900/29024902 Twin SH (Finless) 101/I.S.2IA440-11 Class R-PG50; Size Tested 1918mm 1575mm F2423.01-109-47 1/15/2016 10/22/2025 1918mm x 1575mm (76 x 62)' Type -H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-027.33 2900-4900/2902-4902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG30; Size Tested 2426mm 1880mm F2252.01-109.47 2/19/2016 10/21/2025 2426mm x 1880mm (96 x 74) Type -H; DP +30/-30 psf; Water Test Press 22012a (4.59psf) 440-H-028.14 2903/4903/ 70 Series 101/l.S.2/A440-08 Class R-PG50;Size tested 2737mm 1575mm 8643001 4/5/2012 12/16/2016 2737xl575mm (108x62in}H 440•H-028.15 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG15; Size tested 2718mm 2134mm C4710.01-10947 2/19/2013 1/17/2017 2718x2134mm (107x84in}H 440-H-028.16 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG30; Size tested 2718mm 1575mm C4710.01-109.47 2/19/2013 1/17/2017 2718x 1575mm'(107x62in'-H 440-H-028.18 2903/4903 Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2737mm 1880mm D5516.01-109-47 3126/2014 3/22/2018 2737 x 1880mm (-108 x 74 in.) Type -H WO -20 10/14/09 Friday, May 13, 2016 Page 11 WINDOW R ODOR MANUFACTURERS ASSOCIATION NOWDMA Hallmark® Certificate of AMS, INC. Conformance and License (CCL) Ad°'°4tr"``Y'"'°48`to`" 4W System fee. Silver Line Building Products Mfr IO: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 44H-e28.19 `29„00Sen es"'129034. 0 t0 1 5`2%A0 111 Class f2yPG50; Siie Tested 2%737iinmc 1'839inm, tiC0339tQ*-1U947 11170} X2/20 2737mm x 18-29mm (1U8 x 72)j Type-H; UPS + 501-50 psf; Water Test Press 360Pa (7.52p f) 440-H-028.20 2900/4900 Series 2903/4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG20; Size Tested 2743mm 2134mm E5617.01-109.47 4/10/2015 4/14/2025 2743mm x 2134mm (108 x 84) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 4$;UsaFl-028!2 2980' 149001 7U ,03%4903 Triple Smgle Hu^g; ,1U1/yltS?f2/A o-1 Class R-PG25, Scze TeSted -?X74.606 2Q34 Ea7,,2501Oa1 1.0 112,1%2Qfi5 18%141, 0251 rZ737mm x 2134mm (188 x 84f; Type-H; OP +2525 psf; Wa~te`r Test Press 180Pa (3.76psf) 440-H-028.22 2900-4900129034903 Triple Single Hung 101/I.S.2/A440.11 Class R-PG30; Size Tested 2737mm 1575mm E9222.01-109.47 2/4/2016 2/16/2026 2737mm x 1575mm (108 x 62) Type-H; DP +301-30 psf; Water Test Press 220Pa (4.59psf) 440-H-029.06 2907/4907 101/1.S.2/A440-08 Class R-PG20; Size tested 1219mm 2134mm C1542.01-10947 12/28f2012 9/512016 1219x2134 mm (48x84 in)-H 440-H-029.07 4900/2900170 101/I.S.2/A440-08 Class R-PG35; Size tested 1118m 1524mm C7073.01-10947 10/31/2013 5/1/2017 1118xl524mm' (44x60'in)-H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43psO 440-H-029.08 29004900/2907-4907 Single Hung 101/I.S.2/A440-11 Class R-PG35; Size Tested 1016mm 1727mm E5613.01-109.47 3/312015 3/8J2025 1016mm x 1727mm (40 x 68) Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440-H-030.15 2900/4900 Series 101/I.S.2/A440.1 I Class R-PG20; Size Tested 2032mm 1575mm D2935.01-10947 1/14/2014 11/12/2017 2032 x 1575mm (80 x 62in}H; DP +20/-20psf; Water Pen Resist. Test Press = 150Pa 3.13psf) 440-H-030.16 2907TR/4907TR Series 101/I.S.2/A440.11 Class R-PG20; Size Tested 2718mm 1880mm D5514.01-109.47 3/26/2014 5/6/2018 2718 x 1880mm (-107 x 74 in.) Type-H 440-H-030.17 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2718mm 1575mm D5514.01-109-47 3/26/2014 3/23/2018 2718 x 1575mm (-107 x 62 in.) Type-H WD -20 10/14/09 Friday, May 13, 2016 Page 12 WINDOW R ODOR \ MANUFACTURERS ASSOCIATION Hallmark® Certificate of WDMAConformance and License (CCL) Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name 440-H-089.00 5500/5510 Side Lite (Specimen 2) 440-H-089.01 5500/5540 Transom (Specimen 1) Standard Rating 101/I.S.2/A440-11 Class R-PG35; Size Tested 1245mm x 2432mm (49 x 96) Type-SLT; OP +35/-35 psf; Water Test Press 260Pa 5.43pso 101/I.S.2/A440-11 Class R-PG35; Size Tested 2734mm x 914mm (108 x 36) Type -TR; OP +35/-35 psf; Water Test Press 260Pa 5.43psf) WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected by WDMA, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and found to comply with the standards. By: Wide High Test Report # 1245mm 2432mm E6290.01-109.47 2734mm 914mm E6290.01-109-47 John AfcFee, VP of Certification AMS, INC. Adminisimth-c Mwagcment systema, Inc. CertDate ExpDate 11/23/2015 4/27/2025 11/23/2015 4/27/2025 JTVALl Hallmark By. ,,,, 11 , Rhonda Schor, authorized Representartm, AUS Program Sponsor: Window and Door Manufacturers Assoc 330 N. Wabash Avenue, Suite 2000 Chicago, IL 60611 TEL (312)673-4828 www.wdma.com Program Administrator: Administrative Management Systems, Inc. PO Box 730, 205 West Main Sackets Harbor, NY 13685 TEL (315)646-2234 staff@amscert.com WD -20 10/14/09 Friday, May 13, 2016 Page 26 A\\ 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 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL 19715 Report No. 3947 5'h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certificate) Windows Single Hung Series 2900/4900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 12/15/2015 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2016.02.12 12:20:17 -05'00' t'rrriii,/ iF. 0 7 o• Hermes F. orero, P.E. Florida No. 73778 A\\) BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(a) Product Name: Series 2900/4900 Single Hung Window FL*: FL19715 Date: 12/15/2015 Report No: 3947 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does 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. This product has been evaluated for use in locations adhering to the 5`h Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 5'h Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 51h 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 by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A\\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: FL19715 Date: 12/15/2015 Report No: 3947 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a Certification Agency through Window and Door Manufacturers Association (FBC Organization #: CER1508). Performance Standards: The product described herein has been tested per: AAMA/WDMA/CSA 101/l.5.2/A440-08/11 Referenced Data: 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: 86430.01-109-47 3/09/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 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 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 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 2. Certification Agency Window and Door Manufacturers Association FBC Organization #: CER1508) 3. PVC profiles meet requirements of WDMA/HallMark WD -61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 A\\) BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 12/15/2015 Report No: 3947 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" 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 (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. Fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK 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. Norero, P.E. Florida No. 73778 Page 4 of 4 AW2017 Florida Building Code Online SCIS Home ' Log In I user Registratlon I Hot Topics 1 submit Surcharge I stats a Paas I Publications I Fac Starr ! BCIS Site Map I Links 1 Search owi Product Approval VSERsePublicUr a• . Kiri Product Aoomval Menu > Product or Application Search > Anollcation Lict > Application Detail FL # FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Compliance Method Tampa, FL 33634 813) 249-9743 grahman@aluminumcolisinc.com Authorized Signature Gareth Rahman the Evaluation Report grahman@aluminumcollsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Quality Assurance Contract Expiration Date Tampa, FL 33634 Validated By 813) 249-9742 PFrost@aluminumcolisinc.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 Zachary R. Priest the 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 FL12194 R3 COI ALC15001 Evaluation Report 2014 FBC 04 T4 SoffltS.pdf Referenced Standard and Year (of Standard) standard Year AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code httpsJ/www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GE0%2f1CXZYpyxA%3d%3d 1/2 4/28/2017 111, Product Approval Method Florida Building Code Online Method 1 Option D Date Submitted 08/27/2015 Date Validated 08/28/2015 Date Pending FBC Approval 09/04/2015 Date Approved 10/16/2015 Date Revised 04/05/2017 Summary of Products - --- FL # Model, Number or Name Description — 12194.1 Alumunum Colls Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use In HVHZ: No FL12194 R3 II ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487. 1824 The State of Florida Is an AA/EEO employer, Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for ofndal 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 drten. ine it you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: E Credit Card Safe https•J/www.Iloridabtilding.orgrpr/pr app dll.aspx?param=wGEVXONtDquk24AUC%21EHMrNrkL4bysALEZSXMjsX5GEO%2f1CXzYpyxA%3d%gad 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE Sr" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 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 FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ 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 61G20-3. PRODUCT DESCRIPTIONS 3I8" F -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum F -channel. See Appendix D for dimension drawings. 318" J -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum J -channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019 -inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALClSO01 FL12194-R3 Page 1 of 3 This evaluation report is provided for Slate 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. I CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 16" 04 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2llin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 1 Zvi -na j0- Cot ULl= ,e• SMM Vua' 12" T4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit anels provided in 12 - inch sections. The reported net free ventilation areas are 12.5 in llin.ft for the 'full vent' configuration and 4.2 in2/lin.it for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-133 Page 2 of 3 This evaluation report is provided for Slate 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. 1 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 5'" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. tIlll1lrljrFtYRp0., 2015.08.27GAP No 74021 07:05:00 P. STATE OF •:40 _04 toot O R t 0.0' N Zachary R. Priest, P.E. Florida 1, ON A ? C, Organization No! on No. 021 No. CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved In the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (7 pages) 2) APPENDIX B— Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for Stale 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. N` CREEK TECHNICAL SERVICES. LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to Lim(TATioms and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 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 be designed by others 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 be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12"T4 Soffit— 12 -inch o.c. Fastener Fastener Location Location b. 12'T4 Soffit— 44nch o.c. Fastener Fastener Fastener Fastener Location Lo tion Lo tion Location c. 16" Q4 Soffit —16 -inch o.c. Fastener Fastener Location Location 11 1 ALC15001 FL12194-R3 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G203. 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 d. 16"Q4 Soffit — 8 -inch o.c. Fastener Lomlion r Fastener Fastener Location l ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with F -Channel Approved System Numbers and Definitions 12F-# Approved Systems for 124nch Overhang with F -Channel 12J-# Approved Systems for 124nch Overhang with J -Channel 16F-# Approved Systems for 164nch Overhang with F -Channel 16J-# Approved Systems for 164nch Overhang with J -Channel 24F-# Approved Systems for 24-4nch Overhang with F -Channel ZU4 1 Approved Systems for 244nch Overhang with J -Channel Appendix A Approved Systems for 12 -inch overhang with F -Channel Wall Connection Eave Connection System Panel qpp No. Width psfj Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) min. 318 -inch head dia. nail, One (1) min. 318 x 3/8 -inch One (1) min. 1 3/4 -inch long x 12F-1 16anch Wood min. 1.25 -inch embedment spaced Wood crown staple spaced 16 -inch 0.072 -inch dla. x min. 3116- 140.0 24 -inch o.c. 0. C. inch head dia. trim nail spaced 36 -Inch o.c. Max. Three (3) min. 3/44nch x 1/4 -inch One (1) min 314 -inch x 1/4 -inch One (1) min. 1 3144nch long x 12F-2 16 -inch W crown staples in diamond pattern Wood crown staple spaced 8 -inch o.c. 0.0724nch dia. x min. 1/4 -inch 48 spaced 244nch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. t 2F-3 Max Masonry One (1) 14 ga. 518 inch long T nail Wood One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/44nch long x 0.0724nch dia. xmin. 1/44nch 48 16 -inch spaced 8 -inch o.c. crown staple spaced 8 -inch o.c. head dia. trip nail spaced 48- 64.2 and securing each panel lap inch o.c. ALC15001 FL12194-R3 Page 2 of 7 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. Etw- 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 No. Width PSI) Substrate Substrate F -Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Attachment Attachment One (1)18 ga. 1/44nch crown x Three (3) min. inch x 1/4 -Inch crown One (1) min. #8 x 1/24nch 16F-1 One (1) min 314 -Inch x One (1) min. 1 3/44nch long x One (1) 14 ga. 518 -inch long T nail 12J-1 Max. Wood staples in diamond long x 3/84nch head diameter Wood 1/4 -inch crown staple 0.072 -inch dia. x min. 114 -inch 48 o.c. and securing each 16 inch pattern spaced 24- screw spaced 164nch o.c. spaced 8rnch o.c.. head dia. trip nail spaced 48- 64.2 inch head spaced inch ox. connecting soffit to J -channel ff inch o.c. 12 -Inch o.c. Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MOP No. Width psf) Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga. 1/44nch crown x One (1) min. 1.75 -inch x 16F-1 Max Masonry One (1) 14 ga. 518 -inch long T nail wood Wood 14nch leg staples spaced max 0.072 -inch diameter finishing nail with min. 3116- 53.312 -inch spaced max. 8 -inch o.c. o.c. and securing each panel lap inch head spaced 12 -Inch o.c. Three (3) 16 ga.1/4-inch crown x 1- One (1)18 ga. 1/44nch crown x One (1) min. 1.75 -inch x 0.072 -inch diameter 16F-2 Max. 12 inch Wood inch leg staples in diamond pattern Wood 1 -inch leg staples spaced max finishing nail with min. 3/16- 53.3 spaced 16 -inch o.c. 4 -inch o.c. and securing each inch head spaced panel lap 12 -Inch o.c. Max. One (1) 3/84nchhead dia. nail, min. One (1) min Y8 -inch x 3/8 -inch One (1) min. 1 3/4 -inch long 16F-3 16 -inch Wood 1.25 -inch embedment spaced 24- Wood crown staple spaced 16 -inch x 0.072 inch dia. x min 3116 -inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36 -inch o.c. Max. Three (3) min. 314 -inch x 1/4 -inch One (1) min. 1 314 -inch long 16F-4 yy crown staples in diamond pattern Wood One (1) min 314 -inch x 1/4 -inch x 0.0724nch dia. x min. 1/4- 27 164nch spaced 24 -inch o.c. crown staple spaced 84nch o.c. inch head dia. trip nail 36.1 spaced 484nch o.c. ALC15001 FL12194-R3 Page 3 of 7 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 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 Max. Three (3) min. 3/44nch x 1/44nch One (1) 18 ga. 114 -inch crown x One (1) min. 1.754nch x 16F-5 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staples spaced 4. 0.072 -inch diameter finishing nail with min. 3/16- 143.3164nchspaced &inch o.c. inch o.c. and securing each inch head spaced 31.4 panel lap 16 -inch o.c. Max. Three (3) 18 ga.1/41nch crown x 1 • One (1) 18 ga. 114 -inch crown x One (1) min. 1.75 -inch x 0.072 -inch diameter 16F-6 16 -inch Wood inch leg staples in diamond pattern Wood 1 -inch leg staples spaced 4- inch o.c, and securing each finishing nail with min. 3/16- 43.3 spaced 16 -inch o.c. panel lap inch head spaced 164nch o.c. 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 Max. Three (3) min. 3/44nch x 1/44nch One (1) min. 1 314 -inch 16.1-1 Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/44nch long x 0.072 -inch dia. x 23.5 16 -inch spaced 244nch o.c. crown staple spaced 8 -inch o.c. min. 1/4 -inch head dia. trip 31.4 nail spaced 48 -inch o.c. ALC15001 FL12194-R3 Page 4 of 7 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 244nch 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 One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1 -inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x 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 i . 1) min. 2.25• Wood leg staples spaced 8- finishing nail with min. 801-90 diamond pattern inch ring One (1) min. 1.75 -inch inch op 3/16 -inch head spaced spaced 16 -inch o.a shank nailkailshank x 0.0724nch diameter 12 -inch o.c. n finishing nail with min. 3/16 -inch head spaced 44nch o.c. One (1)18 ga.1/44nch crown x 1 -inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12 -inch o.c. securing One (1) 18 ga1/4- One (1) min. 1.75 -inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.0724nch diameter 80124F-2 12 -inch smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 roofing roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/164nch 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. 3/164nch head spaced 44nch o.c. One (1) 18 ga.1/flinch crown x 1 -inch leg Nominal 1x2 staples spaced No.2 SYP 12 -inch o.c. searing One (1) 18 g. 1/4- a One (1) min. 1.75 -inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 80124F-3 12 -inch Masonry inch long T nail rafter with one Wood spacedlegstaplesaced 8- sp finishing nail with min. 76.6spaced8 -inch o.c. 1) 7d x 2.25- One (1) min. 1.75 -inch inch 3/164nch head spaced inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 311664nch head spaced 4 -inch o.c. ALC 15001 FL12194-R3 Page 5 of 7 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 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 One (1) 18 ga.1/4-inch Nominal 1x2 crown x 14nch leg No.2 SYP staples spaced Three (3) 18 ga.114- anchored to 12 -Inch o.c. securing One (1) 18 ga. 114- One (1) min. 1.75 -inch x Max inch crown x 14nch rafter with one each panel lap inch crown x 1 -inch 0.072 -inch diameter 24F4 16 -inch Wood leg staples in 1) min 2.25- Wood leg staples spaced 8- finishing nail with min. 601160 diamond pattern iinch x 7d ring One (1) min. 1.75 -inch inch o.c. and securing 3/16 -inch head spaced spaced 16 -inch o.a shank nail x 0.072 -inch diameter each panel lap 16 -inch o.c. 24 -inch o.c. finishing finishing nail with min. head spaced 44nch o.c. One (1)18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 24F-5 16 inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and securing 3116 -inch head spaced 16 -inch o.c. inch ring shank x 0.072 -inch diameter each panel lap 16 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1)18 ga. 114 -inch crown x 1 -inch leg Nominal 1x2 staples spaced No.2 SYP 12 -inch o.c. securing One (1)18 ga. 114- One (1) min. 1.75 -inch x One (1)14 ga. 5/8- anchored to each panel lap Inch crown x 1 -inch 0.072 -inch diameter 24F-6 16 -inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 spaced 8 -inch o.c. 1) 7d x 2.25• One (1) min. 1.75 -inch inch o.c. and securing 3116 -inch head spaced inch ring shank x 0.072 -inch diameter each panel lap 16 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 6 of 7 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 24 -inch overhang with J -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Ps Batten J -Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. 2.25 -inch x 7d One (1) 18 ga.1/4•tnchNominal1x2 ring shank nail crown x 1 -inch leg No.2 SYP anchored to Three (3) 18 ga.1/4-inch Crown straight -hailed through the rafter into the end staples spaced 12 -inch o.c. securing One (1) 18 ga. Y. - One (1) min. 1.75 -inch 24J-1 Max rafter with one x 1 -inch leg of the batten or two (2) each panel lap inch crown x 1 -inch x 0.072 -inch diameter 12 -inch 1 min. 2.25- staples in diamondp min. 2.25 -inch x 7d One (1) m1n.1.75-Inc h Wood leg staples spaced finishing nail with min. 60 inch x 7d ring pattern spaced 16- ring shank nails toe x 0.072 -inch diameter 8 -inch o.c. 3/16 -Inch head spaced shank nail inch o.c. nailed on either side of finishing nail with min. 12 -inch o.c. 24 -inch o.0 the batten at each 3/164nch head spaced erbion. MIntersection. Max. c4 -inch o. rafter spacing Is 24 -inch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. 2.25 -Inch x 7d One (1) 18 ga.1/44nchNominal1x2 ring shank nail crown x 1 nch leg No.2 SYP anchored to Three (3) 18 ga.1/4-inch crown straight -nailed through the rafter into the end staples spaced 124mch ox, searing 1 1One () 8 ga. %_ inch crown x 1 -inch One (1) min. 1.75 inch 24J-2 Max rafter with one x 1 -inch leg of the batten or two (2) each panel lap leg staples spaced x 0.072 -inch diameter 164nch 1 min. 2.25- staples in diamondP min. 2.25 -inch x 7d One (1) min. 1.Tsrnch Wood 8 -inch o.c. and finishing nail with min. 53.3 inch x 7d ring patterns aced 16- p n9 shank nails toe- x 0.072 -inch diameter securing each panel 3/16 -inch head spaced shank nail inch O.C. refiled on either side of finishing nail with min. lap 16 -inch o.c. 24 -Inch O.C. the batten at each 3/16+nch head spacedbattentrafter intersection. Max. 4 -inch o.c. rafter spacing Is 244nch o.c. ALC 15001 FL12194-R3 Page 7 of 7 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 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 Min. 3/5' head die. nail with min. dngeg4menc(-`or woai subecreeei or oln *,,,1971 dim. T -null c: =rub nAil 518" ungege aertl!or cou:.rute or t1:roY. Eubecca'r_-!. :pacad ie nct.rd sbove. FASCIA SLIP BOARD FASCIA TRIM 12F-1 & SOFFIT (OVERHANG WIDTH VARIES) 12F -3"F" CHANNEL wad, Concrete or black. wsll STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALClSO01 FL12194-R3 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n SOFFIT STAPLE DAN S 3/4- x 1/4- DIAMOND PATTERN I DETAILCROWNSTAPLES USING A OIMtOND 1\ yr KT`Mr PATTERNsr.nts PACU BOARD FASCIA CAP 12F-2 FACIA BOARD 1 3/4- X 1/4- CROWNJS.S. e' STAPLE ON CENT ER 1-3/4- TRIM NAIL P F" CHANNEL CAN BE PAINTED S.S. 43' INSTALLED WITH THE D.C. FASCIA CAP NAILING FLANGE UP OR 3/i x 1/4' DOWN CROWN STAPLE panSOFFrr-max. 12 -inch span- WOODWOOD SOFFIT RATE SOFFIT & FASCIA D ETAI L ALC15001 FL12194-R3 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 System No. I Installation Detail 112J-1 OPEN RAFTER 3/4' X 1/4" CROWN STAPLE _24 - ON CENTER USING A DIAMOND PATTERN ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE t ' DIAMOND PATTERN I FACIA BOARD 1 7 P o[rvt[ uiI D ETAI L ASCIA CAP J -CI ANNA acre,ed to soffit 1i2" = 111) be x 1/2' r J!6- bead 3/4' X 1/4' CROWN STAPLE '8' ON CENTER 1-3/4- TRIM NAIL 1-3/4' TRIM NAIL] PAINTED S.S PAINTED S.S. CB' O.C. diameter ^.crew•, 16" C.C. WOOD OR BLOCK SUBSTRATE SOFFIT—max. 12 -inch span FACIA BOARD FAST CAP I3/4' X 1/4 CROWN STAPLE SOFFIT & FASCIA DETAIL ALC 15001 FL12194-R3 Page 3 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. 0 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC Soffits Appendix B System No. Installation Detail 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. I FASCIA CAP SOFFIT I I'4- (ROMM sTAPaIOPENRAFTER fASCM BOARD L li 8J'C iJl'i 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SCFFR t FASCIA DETAIL f CMAMNEL 1 SOFFIT. MAX. 16' SPAY MASONRY SUBSTRATE ALC15001 FL12194-R3 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. CREEK TECHNICAL SERVICES. LLC No. I Installation Detail bun. 3!S" hsad dia. rail a_th min. 11/" snyacement(for wn7od suostrat3! <;r min. ) 097" iia. T -nail or stun nail witb min. 5/3" er.3agement(:or concrens or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I I II \'—"F" CHANNEL Wood , Conc—r- or 91c,k U FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L -PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL12194-R3 Page 5 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 Lj 7° K-rN SOFFIT STAPLE OPEN RAFTER I s DIAMOND PATTERN 3/4' x 1/4' 1 I I D ETAI L- CROWN STAPLES USING A DIAMOND t` vee KTWMI sums , PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4' x 1/4' CROWN a' FACIA BOARD TRIM NAIL 1-3/4' TRIM NAIL STAPLE ON CENTER PAINTSPAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAIUNG FLANGE UP OR3/4- x 1/4' DOWN CROWN STAPLE SOFFIT—ntax. IE-irtch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA Ir DETAIL ALC 15001 FL12194-R3 Page 6 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 I 1 t' TROs MAILFASCIA BOARD PAINTED SS. FASCIA CAP I SOFFIT f4- CROWN STAPLE OPEN RAFTER I FASCIA BOARD I'lf' CROWN STAPLES SOFFIT S FASCIA USPIC A OIAMO:UI 16F-2 & PATTERN; REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL fAi[U CAP; REFER TO SOFFIT t FASCIA F- CHANNEL—,413I8 DETAIL 9- SOFfIT; MAX. U' L SPAN WOOD SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALClSO01 FL12194-R3 Page T 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. 16J-1 CREEK TECHNICAL SERVICES. LLC No. I Installation Detail 3/+- X 1/4' CROWN STAPLE _24 - ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAIL PAINTED S.S. 48- O.C. SrIFFIT-max. to -inch s;an ALUMINUM COILS, INC Soffits Appendix B i z, `, SOFFIT STAPLE DIAMOND PATTERNII ILDETAIL FACIA BOARD I ' yr r[rvasi sTnr c% / ASCU CAP 3/4- X 1/4- CROWN FACIA BOARD STAPLE '8' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. ASCU CAP 3/4- X 1/4 - CROWN STAPLE SOFFIT — SOFFIT & FASCIA DETAIL ALC 15001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 614320-3. 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 I J• iRPI I:aYIFAS[u BOARD 1 - CROWN PAINTED S.S. 1 Si fASCu CAP STAPLES USOfG A OIAMONO SOFFIT PATTERN: REFER rO t-4, CROWN STAPLE SOFFIT STAPLE OIAKOND PATTERN DETAIL 1 J' TRIM'Aft FASCIA BOARD PAWTEO SS. SOFFIT & FASCIA DETAIL 24F-1 8 ' l 24F-4 rd' CROWN SUPLE FASCIA CAP, REFER TO SOFFIT t FASCIA \ OErAIL / Ntm witers 1' h of I I 316 Batt Mt`ere0 fe SOFFIT: MAIC 24- F-CXANMEL Rafters e* aae id Ruy ShaYc Wi at every Rafter W000 SUBSTRATE- \ / I SOFFIT STAPLE DIAMOND PATTERN ALClSO01 FL12194-R3 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. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t• TRIM NAIL ,-FASCIA BOARD t PAW7EO S.S. I IT Smoorm CAP ROOF RAILS SOFFITFASCIA 1'et' CROWN STAPLE I t' TRP! NAIL FASCIA BOARD PAINTED SS SOFFIT &FASCIA 24F-2 & DETAIL 24F-5 I t 11".t CROWN SIAPLE FASCIA CAP. REFER TO SOFFIT t FASCIA OETA0. mminal I-zr S` P Batten Am -wed to SOFFIT. MAX. 24' F-CNANXEL Rallers with one Id Ring Shenk Nad at eery Rafter WOOD Sues IRAtE ALC15001 FL12194-R3 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. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I !- 111111 NAIL I fASCtA BOARD PAa1TEo SS. I 166A ,' T -NATES 1 IIFASCM UP 1 SOFFIT CROWN STAPLE tI I I- TRC1 NAIL PAaTEO SS. FASCIA 8CA30 SOFFIT d. FASCIA 2417-3 &DETAIL I 24F-6 I I'd' CROWN STAPLE 7 FASCM CAP; REFER t0 SOifIT &FASCIAOETAII N nbW I'a2' SYP Batten Anthoreo to SOFFIT, MAX. 24' F•CNANNEL ' Rafters vilh are Id Riaq Shank Nall at erery Ratter MASONRY ALCI5001 FL12194-R3 Page 11 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 I I- TRIM NAIEFASCIA eOARO PAaTEO SS. 1'a!- CROWFASCIA. STAAPLESPLES CAP USING A OIANONO REFER TOSOFFITCANTILEVERED1-.- CRJVN STAPLE STAPLE OIAr.ONO PATTERN RAFTER SOFFIT- 11PATTERN OUAG FASCIA BOARO SOFFIT b FASCIA 1 i- TRIM run PALATED AIL DETAIL 24J-1 & r I CROW STAPLE 24J-2 FASCIA CAP: REFER TO SOFFIT t FASCIAT.'xr OETA0. 1. bapCly aeaObec baWan'0ra :as Alta SOFFIT; rdx. 74' 3!e' T -CHANNEL et1 111 Td ring 1Iscantrmbsualgm-As"ao through Otis retw Into lne enc MOOD SUBS TRATE of the Ra:xn ortwo R! 70 rm0 shank nabs tms alsc 0n 1 eidW iqa 01w Oanan W. Ne batlamaner wemeeLOn SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 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. CREEK TECHNICAL SERVICES. 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 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, Il, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for wallsisoffits with a mean roof height less than or equal to 60 -ft. 4. All calculations are based on an effective wind area of 10-62 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,,,r is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60 -ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown 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%u of the least horizontal dimension or 34 ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. MCREEK- TECHNICAL SERVICES. LLC ALUMINUM COILS. INC Soffits Appendix C ALC 15001 FL12194-R3 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. Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Basic Wind Speed inph) Roof Height ft 120 130. 140 150 160 170 180 190 200 Enclosed 4 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 40 -18.3 -21.5 -24.9 -28.6 -32.5 -36.7 -41.2 -45.9 50.8 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) 5 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 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 -50.7 -56.8 -63.3 70.1 Enclosed 4 20 1 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 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 5050 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 1 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 10.6 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 1 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 1 15.4 1 17.8 1 20.5 23.3 26.3 1 29.5 1 32.9 36.4 ALC 15001 FL12194-R3 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. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix C ALC 15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for Slate 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. Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Basic Wind Speed (mph). Roof 120 13d 140 150 160 170 180 190Heightft 200 Enclosed 4 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 40 -25.0 -29.4 -34.1 -39.1 -44.5 -50.2 1 -56.3 -62.7 69.5 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) 5 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 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 Enclosed 4 20 1 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 1 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 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 Positive Loads) 5 20 1 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 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 1 48.4 ALC 15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for Slate 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. fj CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC15001 FL12194-R3 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. Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Basic Wind Speed (mph) HeR offt 120 130 140. 150 160 170 180 190 200 Enclosed 4 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 40 -29.4 -34.5 -40.0 -45.9 -52.2 1 -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 60 -31.5 -37.0 -42.9 -49.3 -56.1 -63.3 -70.9 -79.0 87.6 Negative Loads) 5 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 40 -36.2 42.5 -49.3 -56.6 -64.4 1 -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 60 -38.9 45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 108.1 Enclosed 4 20 1 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 40 18.8 22.1 25.6 29.4 33.4 1 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 56.1Positive Loads) 5 20 1 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 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 1 34.8 39.3 44.1 49.1 54.4 60 20.2 1 23.7 1 27.5 1 31.6 1 35.9 40.5 1 45.4 1 50.6 1 56.1 ALC15001 FL12194-R3 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. CREEK TECHNICAL SERVICES, LLC 318" F -Channel 3/e" 318" J -Channel r t/8' HEM t s/e- Tj 3/4- 3/e' ISOMETRIC VIEW 3/5' PROFILE ISOMETRIC VIEW 3/r PROFILE ALUMINUM COILS, INC Soffits Appendix D ALCIS001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Fascia 1/8" HEM 5 3/4" 1/4" 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix 0 ALC15001 FL12194-R3 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. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit ALUMINUM COILS, INC Soffits Appendix 0 25 TYP. 18* BLANK 3 / 8 PROFILE 2.625 REF. TYP. o 00000 oa000; OOOooO a000 a00000 00000 MNF ,QNM PAnYRN OU1 I K FI rlov.E M rogkaa n snvt owwncm As lags) ALC15001 FL12194-R3 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 productchanges 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 31/8" 7/8" 31/8- 7/8" 5/16' 1/2" 1/2" 1/2" 3/4" r—I 1/8" 3/8" 13.75" BLANK 3/8" PROFILE 2.525 REF. 25 TYP. 0.125 rM ALUMINUM COILS, INC Soffits Appendix 0 0!00000 ooDoo--- 00000D 000Do b Ooo000 D0000 VWer L004rR 01Hr4M (FL11 I % y h ULMRS FORM W SWC OLREMON AS FIBS) END OF REPORT ALC15001 FL12194-R3 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 productchanges 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 EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Tampa, FL Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813)4M3421 FLORIDA BUILDING CODE V EDITION (2014) PRI Construction Materials Technologies (QUA9110) Issued August 27, 2015 Category: Panel Walls Subcategory: Sods Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Constriction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report Is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 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 FBC compliant Installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ 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 61 G20-3. PRODUCT DESCRIPTIONS 3/8" F -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum F -channel. See Appendix D for dimension drawings. 318" J -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum J -channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019 -inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for Stale 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 docs not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. iCREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 16" 04 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit F,anels provided in 16- inch sectlons. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11,1 int/lin.ft and for the 'center vent' configuration. See Appendix D for t dimension drawings. SLY= 16 [LHR VFuf is• sm o uN,n 12" T4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit Panels provided in 12 - inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.R for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 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. I 0 CREEKIM 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 5'" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. tttjIIIIIIII, G pptY R. • p9/.,. 20 5.00.27 Q..•.\C•E•NS*- No 74021 FtS' L 07:05:00 CC Z -0400' STATE OF O R t O P N Zachary R. Priest, P.E. Florida Registration N A ? Organization No! 021 No. CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (7 pages) 2) APPENDIX B— Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval undor Rule 6IG20-3. 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 APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LimrwioNs and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 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 be designed by others 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 be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12"T4 Soffit— 12 -inch o.c. Fastener Fastener Location Location 1 1 b. 12"T4 Soffit — 44nch o.c. Fastener Fastener Fastener Fastener Location Location tion Location c. 16" 04 Soffit —16 -inch o.c. Fastener Fastener Location Lo ion 1 ALC15001 FL12194-R3 Page 1 of 7 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 d. 16"04 Soffit — 8 -inch o.c. Fastener Lnratinn if- Fastener Fastener Ltionoca Approved Systems for 12 -inch overhang with F -Channel 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 164nch Overhang with F -Channel 1 J- Approved Systems for 164nch Overhang with J -Channel 24F-# Approved Systems for 244nch Overhang with F -Channel 24a I Approved Systems for 24 -inch Overhan with J -Channel Approved Systems for 12 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F -Channel Substrate Panel AhAttachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8 -inch head dia. nail. One (1) min. 318 x 3/8 -inch One (1) min. 1 3/4 -inch long x 12F-1 164nch Wood min. 1.25 -inch embedment spaced Wood crown staple spaced 16 -inch 0 072 -inch dia. x min. 3/16- 40,0 24 -inch o.c.nch O.C.oc head dia. trim nail spaced 36 -inch o.c. Max' Three (3) min. 314 -inch x 1/4 -Inch One (1) min 314 -inch x 1/4 -inch One (1) min. 1 3144nch long x 12F-2 164nch Wood crown staples in diamondP pattern Wood crown staple spaced 0.072 -inch dia. x min. 1/4 -inch 48 spaced 24 -inch o.c. and securing each panel lapanallp head dia. trip nail spaced 48- 64.2 inch o.c. 12F-3 Max Masonry One (1) 14 ga. 5/8 -inch long T nail Wood One (1) min 3/44nch x 1/4 -inch One (1) min. 1 3/4 -inch long x 0.0724nch dia, x min. 1/44nch 48 164nch spaced 8 -inch o.c. crown staple spaced head dia. trip nail spaced 48- 64.2endsecuringeachpanellanallappincho.c. ALClS001 FL12194-R3 Page 2 of 7 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 No. Width psf) Substrate Substrate F -Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Attachment Attachment One (1) 18 ga. 1/4 -inch crown x Three (3) min. 314 - inch x 1/4 -inch crown One (1) min. #B x 112 -inch 16F-1 One (1) min 314 -inch x One (1) min. 1 314 -inch long x One (1)14 ga. 5/84nch long T nail 12J-1 Max. yy staples In diamond long x 3/8 -inch head diameter Wood 1/4 -inch crown staple 0.072 -inch dia. x min. inch 48 44nch o.c. and securing each 16 -inch pattern spaced 24- screw spaced 16 -inch o.c. spaced 8 -inch o.c.. head dia. trip nail spaced 48- dish ed 64.2 12 -inch o.c. inch o.c. connecting soffit to J -channel Inch o.c. One (1) min. 1.75 -inch x 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 One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-1 Max. Masonry One (1)14 ga. 5/84nch long T nail Wood 1 -inch leg staples spaced max. 0.072 -inch diameter finishing nail with min. 3/16- 553.312inchspacedmax. 84nch o.c. 44nch o.c. and securing each inch head spaced panel lap 12 -inch o.c. One (1) 18 ga. 114 -Inch crown x One (1) min. 1.75 -inch x Max. 1Three (3) 18 ga.1/4-inch crown x - 1 -inch leg staples spaced max 0.072 -inch diameter 16F-2 12rnch Wood inch leg staples in diamond pattern Wood 4 -Inch o.c. and securing each finishing nail with min. 3/16- 253.3 spaced 16 -inch o.c. panel lap inch head spaced 12 -inch o.c. Max. One (1) 3/84nchhead 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 3116 -inch head dia. trim nail 125.6 inch o.c. o c spaced 36 -inch o.c. Three (3) min. 3/44nch x 114 -inch One (1) min. 1 314 -Inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 114 -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 spaced 48 -inch o.c. ALClS001 FL12194-R3 Page 3 of 7 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. 10 CREEK TECHNICAL SERVICES, LLC 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 Three (3) min. 3/4 -inch x 1/44nch One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-5 Max. Masonry One (1) 14 ga. 518 -inch long T nail Wood 1 -inch leg staples spaced 4- 0.072 -inch diameter finishing nail with min. 3116- 43.3 16 -inch spaced 8 -inch o.c. inch o.c. and securing each inch head spaced 31.4 panel lap 16 -inch o.c. One (1) 18 ga. 114 -inch crown x One (1) min. 1.75 -Inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1 -inch leg staples spaced 4- 0.072 -inch diameter 16F-6 16 -inch Wood inch leg staples in diamond pattern Wood inch o.c. and securing each finishing nail with min. 3116- 43.3 spaced 16 -inch o.c. panel lap inch head spaced 16 -inch o.c. Approved Systems for 164nch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate JI -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4 -inch x 1/44nch One (1) min. 1 3/4 -inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/44nch long x 0.072 -inch dra. x 23.5 164nch spaced 244nch o.c. crown staple spaced 8 -inch o.c. min. 114 -inch head dia. trip 31.4 nail spaced 48 -inch o.c. ALC15001 FL12194-R3 Page 4 of 7 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. 5_0 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 pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga.1/4-Inch Nominal 1x2 crown x 1 -inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max. inch crown x 14nch rafter with one each panel lap inch crown x 1 -inch 0.072 -inch diameter 24F-1 12 -inch Wood leg staples in min' 2'25- Wood leg staspaced 8 finishing nail with min. 801-90 diamond pattern inch x 7d ringin One (1) min. 1.75 -inch iples nch 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. 3116 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. securingOne One (1) 18 ga. 1) min. 1.754nch x Max inch x 11 ga. anchored to each panel lap Inch crown x 1 -inch inch 0.072 -inch diameter 801 24F-2 12 -inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.754nch inch o c 3116 -inch head spaced 164nch 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 4 -inch o.c. One (1)18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max One (1) 14 ga. S/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 staples spaced 8- finishing nail with min. 76.6spaced84ncho.c. 1) 7d x 2.25- One (1) min. 1.75 -inch inch o c 3/164nch head spaced inch ring shank x 0.072 -inch diameter 12 -Inch o.c. nail 244nch o.c. finishing nail with min. 3116 -inch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 5 of 7 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 244nch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width psf) Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga.1/4-inch Nominal 1x2 crown x 1 -inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 124nch ox. securing One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max inch crown x 1 -inch rafter with one each panel lap inch crown x 1 -inch 0.072 -inch diameter 2417-4 164nch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 80140 diamond pattern inch x 7d ring One (1) min. 1.754nch inch o.c. and securing 3116 -inch head spaced spaced 16 -inch o.c, shank nail x 0.0724nch diameter each panel lap 16 -inch ox. 24 -inch o.c. finishing nail with min. finishing head spaced 4 -inch o.c. One (1)18 ga. 114 -inch crown x 14nch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. searing One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 24F-5 164nch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofingsnalspaced 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and searing 3116 -inch head spaced 16 -inch o.c. inch ring shank x 0.0724nch diameter each panel lap 16 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -Inch head spaced 4 -inch o.c. One (1)18 ga. 114 -inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 12 -inch o c. searing One (1) 18 ga. 114- One (1) min. 1.75 -inch x Max One (1) 14 ga. 5/8- anchored to each panel lap Inch crown x 1 -Inch 0.072 -inch diameter 24F-6 16 inch Masonry Inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801.60 spaced 8 -inch o.c. 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and securing 3/16 -inch head spaced inch ring shank x 0.072 -inch diameter each panel lap 164nch o.c. nail 24 -inch o.c. finishing nail with min. 3116 -inch head spaced 4 -inch o.c. ALC15001 FL12194-R3 Page 6 of 7 This evaluation report is provided for Slate 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. CREED 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 subbed between rafters with one (1) min. 2.254rx;h x 7d One (1) 18 ga.1/44nch Nominal 1x2 ring shank nail crown x 14nch leg No.2 SYP anchored to Three (3) 18staples ga.1/4-inch crown straight -nailed through herafter intotherafterInto the end spaced 12 inch o.c. securingn9 One (1) 18 ga. /.- One (1) min. 1.75 inch 24J-1 Max rafter with one x 1 -inch leg of the batten or two (2) each panel lap inch crown x 1 -inch x 0.0724nch diameter 12 -inch 1) min. 2.25- staples in diamond min. 2.25 -inch x 7d One (I) min. t.75 -inch Wood leg staples spaced finishing nail with min. 3116 -inch heads acedp i•60 inch x 7d ring pattern spaced 16- inch ring shank nails toe- nailed on either side of x o 072 inch diameter 84nch o.c. 124nch o.c. shank nail o.c. the batten at each finishing nail with min, 24 -inch o.c. batteNrefter 3116dnch head spaced intersection. Max. 4 -inch o.c. rafter spacing is 24 -inch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. 225 -Inch x 7d One (1) 18 ga.1/44nchNominal1x2 ring shank nail crown x 1 -inch leg No.2 SYP anchored to Three (3) 18 ga.1/4-inch crown strai ht•naUed thiog ugh the rafter into the end staples spaced 124nch o a securingng One (1) 18 ga. %.- inch crown x 1 -inch One (1) min. 1.754nch 24J-2 Max rafter with one x 1 -inch leg of the barren or two (2) each panel lap leg staples spaced x 0.072 -Inch diameter 16 -inch 1) min. 2.25- staples in diamond min. 2.25 -Inch it 7d Onmin. t.75•inchee (t) (1) Wood 8 -inch o.c. and finishing nail with min. 3/16 -inch heads acedp 53.3 inch x 7d ring pattern spaced 16- ring shank nails toe- x inch diameter securing each panel 164nch o.c. shank nail inch O.C. nailed on either side of finishing nail with min. lap 24 -inch o.c. the batten at each batterdrafter 3116.4nch head spaced intersection. Max, 4 inch o.c. rafter spacing Is 244nch o.c. ALC15001 FL12194-R3 Page 7 of 7 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. WM 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. No. I Installation Detail Mir.. 3i E• Lead die. nail with m1u. 14.'- 4n3e94m9nt(`.or wow substrate) or min. 0.047' dia. T -nail ca stub nail wi:h min !!$' engegement(for =i-zvete or tloek eubutra-a). 9pa.'OC ba notr.-d 6.x1:4. ASCIA SLIP BOARD FASCIA TRIM 12F-1 $I I I II \—"F CHANNEL SOFFIT OVERHANG WIDTH VARIES) 12F-3 arc.:. Mnecete or al!.,cY. Wbll STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 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. GREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail nKr%OCEM ` SOFFIT STAPLE 3/4• x 1/4" OPEN RAFTER r' DIAMOND PATTERN1DETAILCROWN57APLESr USING A DIAMOND yr vtXXI Tws PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4- x 1/4- CROWN a" FACIA BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER 1-3/4" TRIM NAIL PAINTED 5.5. CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR3/4' x 1/4' DOWN CROWN STAPLE SOFFIT- rtiar.. 12-_rch span WU85TTL1TE SOFFIT SOFFIT & FASCIA Ir DETAIL ALClSO01 FL12194-R3 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. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Ur KrVM `\ SOFFIT STAPLE ST IEr DIAMOND PATTERN i DETAIL FACIA BOARD '\ K"Mm I STMICS / 3/4' x 1/4' CROWN STAPLE -24- 24' ON CENTER USING A DIAMOND PATTERN0 I3/4' FASCIA CAP x 1/4' CROWNFACIA STAPLE '8' ON CENTER 1i—CHANNEL BOARD 1-3/4' TRIM NAIL) JTRIMNNL POCre-ded to soMit anetli ed PAINTED S.S. 48'wicn FASCIACAP 1!Z" x S/6' head D.C• diameter screw, 3/4' x 1/4' 16" c.c. CROWN STAPLE SOFFIT—max. 23 -itch spanS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001 FL12194-R3 Page 3 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. FO- CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail i TRIM xAa /FASCIA BOARD PuvrEe ss. ! FASCIA CAP i SGifn I 1'a CROWN STAPLE OPEN RAFTER FASCIA BOARO Ail iN:1 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA W. REFER TO SOFFIT 1 FASCIA f' CNANHW Z rl DETAIL SOFFIT: MAX. K' SPAY MASONRY SUBSTRATE ALC15001 FL12194-R3 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. rr=liiiiilllCREEK TECHNICAL SERVICES, LLC No. I Installation Detail Min. 3/S" head dia. nail with min. 1!:" ettganomenc!for w:.w.1 wih3trate) ^.•r rain. 0 057" dia. T -nail or stub nail with min. 5/3" 4ncr3emanc(frr ct=ncrace or block zub3trace). spaced a3 rcced at,ove . ASCIA SLIP BOARD FASCIA TRIM 16F-3 I I I II\—"F" CHOANFIT NEL( OVERHANG WIDTH VARIES) Wood, Concrete or clock N FASCIA LIP 1/4" LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. ALUMINUM COILS. INC Soffits Appendix B ALC15001 FL12194-R3 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. P A- CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj n„r `I SOFFIT STAPLE OPEN RAFTER I DIAMOND PATTERN 3/4• x 1/4• I ;DETAILCROWNSTAPLES USING A OLAND vw KrdCD41 sT cs i PATTERN FACIA f30ARD FASCIA CAP 16F-4 3/4' X 1/4' CROWN 8' FACIA BOARD 1-3/4' TRIM NAIL 1-3/4' TRIM NAIL STAPLE ON CENTER PAINTED S.S. CwWNEI CAN 8E PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4 - DOWN CROWN STAPLE SOFFIT--1+• 16 -inch scar. WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 6 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 I TRIM NAIL FASCIA BOARD PAINrEO SS FASCIA CAP seFFlr r4' CROWN STAPLE OPEN RAFTER FASCIA BOARD I -Q- CROWN STAPLES SOFFIT & FASCIAUSINGADIAMOND 16F-2 & PATTERN; REFER TO OETAIL SOFFIT STAPLE rc 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER 10 SOFFIT 1 FASCIA F- CHANNEL—// HANNEL DETAIL 8y i SOFFIT; MAX. It' SPAY W SUBSTRATE SOFFIT STAPLE OIAMONO PATTERN ALC15001 FL12194-R3 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 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. 4/28/2017 Florida Building Code Online Fkrirla Uis'; Product Approval USER: Public User Product Avemval Menu > Product or Aoolication Search > Aonliodon Ust > Application Detail FL 9 FL5444-RlO Application Type Revision Code Version 2014 Application Status Approved Comments Archlved droduct Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method CertainTeed Corporation -Roofing 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harncr@saint-gobain.com Mark Harrier mark.d.harner@saint-gobain.com Mark D. Harrier 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE 41 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 RIO COL 2016 01 COI Nle minen.odf Standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H Year 2009 2009 2008 httpsJ/www.11oridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwlDgtahlgO7CSsoycOrl28CcpCJinUeXw7ibKv1UzOW4hL8w%3d%3d 1/2 4/28/2017 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products r--- I Florida Building Code Online Method 1 Option D 12/08/2016 12/14/2016 12/15/2016 02/07/2017 FL # Model, Number or Name Descrlptfon 5444.1 CertainTeed Asphalt Roofing Shingles 3 -tab, 4 -tab, strip (no -cut-outs), laminated and architectural 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: Refer to ER Section 5 for Umits of Use Installation Instructions FL5444 R10 1I 2016 12 FINAL ER CERTAINTEED Asphalt Shingle FLS444-R10.Ddf Verified By: Robert Nieminen, PE PE -59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R10 AE 2016 12 FINAL ER CERTAINTEED Asphalt Shingle FL5444-R10.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibiliv Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have arry questions, please contact 850.487.1395. 'Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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 pudic. To determine If you are a licensee under Chapter 455, F.S., please click bM. Product Approve l Accepts: Credit Card Sate https:Nwww.Ooridabuilding.orgipr/pr app dU.aspx?param=wGEVXOwtDgtahlgO7CSsoycOr12BCcpCJinUeXwTiWvIUzOW4hL8w%3da/o3d 212 TRINITY EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, I.I.C. Certfcate oJAuthorization #9503 ERD 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-R11 FL5444-R10 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5t" Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R90S.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. Isr p, .. !r ' • The Iacslmlk seal appearing was authorized by Robert Meminen, y s • j : 8 •••••• P.E. m12/08/2016. This does not serve as an electronically signed document. Signed, seated hardcoples have been transmitled to the Product Approval Administrator and to the named cleat CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. 1 TRINITY; ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertalnTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the S'h Edition (2014) Florida Building Code and S'h Edition 2014) 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 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008 3. REFERENCES: Entity 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 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL(TST 1740) ASTM D3161 OSNK14836 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 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & 07158 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 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1131 Certificate Of Authorization 09503 FBC NON-HVHZ EVALUATION FLS444-R10 Revision 11: 12/08/2016 Page 2 of 12 TRINITY i ERD 4. PRODUCT DESCRIPTION: 4.1 CT201" XT" 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Arcadia'", Belmont'", Carriage House Shangle*, Grand Manor Shangle®, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark' Premium, Landmark'" TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate"' is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake— IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate'" 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, Shangle Ridge'", Shadow Ridge', Cedar Crest'", Cedar Crest" IR, NorthGate Ridge and NorthGate Accessory 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. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R90S.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, Indicating the shingles are acceptable for us in all wind zones up to Va,d = 150 mph (Vmt = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP i adhesive or Henkel PL° Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V„d = 150 mph (V„it = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis In accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'”) exceeds the calculated uplift force (FT) at a maximum design wind speed Of V„d = 150 mph (Vvit = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed 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 the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1411 Cerlif7cate of Authorlrorion #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 ERDTRINITY 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 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. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R90S.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 CT20', XT`" 25, XT"" 30, XT'" 301R: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" Use four nails and six spots of asphalt roofing cement, for every full305mm) (305 mm) -- (305 mm) shingle (Figaro 11-4). Asphalt roollog centen(mccling ASTM D4586 1" (25 mm) - Se lant 1"(25rnm) Type If Is suggested. 5 s/a" (145 min) J, plint T P!oollng METRIC Cement I"(25 mm) Sealant 1"(25 Apply 1"(25 min) spots of asphalt roofing ca evil under each tab corner. 6 iA•• Figrsro 11.1• Use jour nails and six spot; ofaspW aonunI on slap slopes CAUTION. Excessive use of roofing cement can cause shingles to blister. Flgunr 11.3: Usefour nallsfor av7) / sbingk 6.4.1 Hip & Ridge for CT201", XTTM 25, XT" 30, XT` 30 IR: Cut Shingles 25 mm) I I' 2 (50nm) Rernove- 1 r 1 t 1, _5.,_ 12"(305mFasm)- t f - - U r(125mm) r - e Lyes Cap Cap Cap 305 mm) < ma Shingle Shingle Shingle 5•,(e' ghat+ ` Figure I1-24: pd talo, Men him bark to crake cap shingles b'rtgAsb dinscrulons sboum). Frgare /I.25. Inslapallon of raps along IM blps and rldgrs. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic° NPI`"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R11 Certificate of Authorization a9Se3 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 4 of 12 6.S 6.5.1 LOW AND STANDARD SLOPE Use SI\ palls for then• full shingle located .n thenen helon-. 1'ta•51fJG) I'121 m1ry— I:nl L1v I xr Nml lbo figure a: f.'se si.e nails f rr ercrr fall .,•bbrglc. TRINITY I ERD I Uw $I\ nails and FOUR spols of :uphalt mollnc cement for thin• full shingle at sliomo beluet .tpply :uplydt rvnfing eemelq 1'(25 nu)) from edge of shinrlc.:laphali omfing cement meeing:1. .1 1) -686 lipe 11 i> uggesled. Hip & Ridge for Arcadia'': Cedar Crest`", Cedar Crest' IR I' r6 n.ol I'Ulmml I " six rorih and faur s/wt, tjusphall M!11uY cement on sleep slopes. 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° NP3'"" adhesive or Henkel "PL'o 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 % 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. Exterior Research and Design, LLC. Certificate of Authorization &9503 FOC NON-HVHZ EVALUATION Hand -sealing adhesive 4- 114" 314" Dab of asphalt cement between — 1„ shingle layers Evaluation Report 3532.09.0S -R11 FLS444-RlO Revision 11:12/08/2016 Page 5 of 12 6.6 I BELMONT'"4: Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. Yd'(18m:n1 o Add•timil rads d mired fi E1 TRINITY I ERD 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 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTNI D4586 Tvue II is sunaested. 6NttQ'(Y,iudt710rim) t / S+irfldnml t' i?5 ronl — — Rooling Gerrard 6.6.1 Hip & Ridge for Belmont'": 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle' Ridge t 13' Exposure Remove tape from the right side and fasten r 1 SECOND theFasten RIGHT Remove left side TIri9 Tape FIRST --/ LEFT Figure 17-19: Installation ojSbang1e0 Ridge sbingles Flgrrr'e 17.18. Sbangde" Ridge. on blps and r'ldgat. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic• NPL'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-RII Certrlicate of Authorization #9S03 FBC NON-HVHZ EVALUATION FL5444-R30 Revision 11:12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLE®: lOW AfTD STEEP SLOPE STANDARD SLOPE l :sc five bails for every full shaugle. t_--(25mm) I p5mm) F– six. 518 16 nwn) (220 mm) 47gum 17- r llfp/Im nils fu, wery fill (;rand elloanr d'1wght rtrrhlge llrrtrse sbungla. 1w Cenlennlul shite. t l TRINITY I ERD lise seven nails wid three s(xxs o(asphah roofing crmwn for every hill Grand AI'amor Mangle. llw rive nails anll 1hns- +pots o(es(lhull whol; cunwiti for evey full Carriage Hoye Shangle and Centennial Slale..lpply.uplialt nmfing n'meni 1- (25 inn) from edge. of shingle Ylgnrr 17%5). Asphalt nwt0ug cement nit siting A.M. 0'15M 11pe 11 Is suggested. M1,0011,0000 t7gurit 17-5. Wen iuslydlhrp Ghuwd.*meArsbuugb'r mrsterp.dnrrs. tue .wren runhs and lbme s1m)& ofosphtll rnrJhrg rcrnrnt. Hip & Ridee for Carriage House Shanitle° and Grand Manor Shanale: Refer to instructions herein for Shangle• Ridge hip and ridge shingles LANDMARK'", LANDMARK'"' OR, LANDMARK" PRO, LANDMARKv" PREMIUM, LANDMARK'" TL, LANDMARK'" SOLARIS, LANDMARK'"" SOLARIS OR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12'.10/4" 12" 1--1305 mm) --I--(375 mm)—l—(305 mm)--{ F vOi'Sa=F iClr: rA-X ZTA •_'!• 'iY. rf v'..'ArlS•: rc LRelrsse Tdye 1" (25 mm)–I Nallablei– . Arca LANDMARK TL NorthGate: 13'/2" 13" 131/7" 343 met)– --(330 mm)— --(343 mm) --I I --r (25 mm) 1" (25 nun)–'I Agom /J.4: Vsrjour nulls for met) - fill sbingle. Exterior Research and Design, LLC. Evaluation Report 3532.09.OS-RIL Certificate of Authorization x9503 FBC NON-HVHZ EVALUA71ON FLS444-RIO Revision 11: 12/08/2016 Page 7 of 12 NO 140 ARFA Ir 705 mml 14 VV 1775 mm) 12' 385 mm) Nallrg ULls r 125 mm) Dpd+nallno rrAgr nail Ire Napng areas for low and standard slopes (I.'om 2:12 to 21:12) Hal 118"On aper d br4= Ines e3 s`wwm atom. Exterior Research and Design, LLC. Evaluation Report 3532.09.OS-RIL Certificate of Authorization x9503 FBC NON-HVHZ EVALUA71ON FLS444-RIO Revision 11: 12/08/2016 Page 7 of 12 STEEP SLOPE Use six nail, :md four spots of asphalt roofing cement for every• full laminnted slrhrgle. Sec heloir. Asphalt roofing renrcnt should ntcel AISTM 1)4556141x: If..4)ply I' spots of asphalt roofing cement uncle each corner and at about 12' to 13" In from each edge. METRIC DIMENSIONS 12'— 305 nm) Y.:-LN,J 1125 mm) Nail Area _— Fur Steep 25 rum) 14'/.1' —12 375 mm) (305 mm) gra a Taue 1 (25 mm)- 95 ntrn; TRINITY i ERD LANDMARK TL 131/2" 13"131/2' 343 mm) (330 mm) C34 mm) 1"(25 mm) 1"(25 mm) --1 I I 25 mm) — — — — (25 mm) Routine Cenrart I NorthGate: STEEP 12' 14-3W SLOPE —005 mm)— (375 in NAILING AREA i bewee% X1'(25 mm) na Figure 13-5: Use sLx nails andjour spots of asplWt roof Ing cement on steep slopes. 12' x—(305 m 1'(25 mm) Nailing areas for steep slopes (greater than 21:12) and "Stone-Nalling" Nail between lower 2 nail Ones as shown above. 6.8.1 Hip & Ridge for Landmark—, Landmark'" IR, Landmark" Pro, Landmark'" Premium, Landmark'" TL. Landmark"" Solaris. Landmark— Solaris IR. NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory tr 97/8' G (30t 5mm) G — 41 t ( 250 m) 415/1G 050mm) (I50mm) ( 125mm) (125mm) Notch for Notch for Centering Centering 12*/ 131/4' \ 7305mm) NothesforAlipnrmnito ( 33Anm) NolchesiorNignmtnllo the Top Edge of the Prtvlous T the Top Edge of the Prevbus 75/8 Caplor5'(125mm)Fxposure (t1) Capbr55/8'{141mm)Fxposurt (196Imm) L 1 } English Dimension Metric Dimension Shadow Ridge'" Shadow Ridge"' Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R11 CerNpcate o/ Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-RIO Revision 11: 12/08/2016 Page 8 of 12 5• (1250 v") J TRINITY, ERD 131/6'. 9 27:32' 1250 cru; t IE%16' i 125 inn) II t68mm) 168 mm i T- T- Ctrwi.; Wich Centering 131/4' Notch Nign 1 13 1!4' 337 rrir,) Align th:.ce / T those/. I notches to top 7 SB - mm) edge d( 194 nntnces In lop 75.41 previous course. ctlpc of 104 MM) QIClIlY1S cors-- 1 NorthGate Ridge 5• (1250 v") J TRINITY, ERD 131/6'. II _._..(333 mrn)-- I+ s 5/6• 6 5161 -IIIt68mm) 168 mm Centering 131/4' Notch Nign 1 337 mm) those/. I notches to top 7 SB - mm) edge d( 194 previous course. NorthGate Accessory j305a+m) La*g Notch I Frgrue 13-20: (/ae laying nokber to condor shingles or baps and ridges, and to kale The wriect exposure 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NPI` 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 Crest'" IR hip and ridge shingles. Exterior Research and Design, LLC Evaluation Report 3532.09.05-R71 Certificote ofAuthorization 09503 FOC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 9 of 12 TRINITY I ERD 6.9 PRESIDENTIAL SHAKE'", PRESIDENTIAL SHAKE'" IR, PRESIDENTIAL SHAKE TL'", PRESIDENTIAL SOLARIS'": LOW AND STANDARD SLOPE: STEEP SLOPE: Por low and standard slopes, use Ove nails for each full Presidential For steep slopes, use nine nails for each full Presidential shlowe and shingle as shown below. apply I' diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails t' Nailing 40' above tab cutouts maldni; certain labs of overlying shInee cover nalls Guido Unes (1016 mm) S 1/4' — 133 mm) 14114" IITT:FL-Fu 362 mm) NOTE. Apply nails on painted guideline. Figure 16-6• Fastening Presidential and Pressdenllal rt SbaLe sliftlecs on low and standard slopes T 1' diameter asphalt rooting ceinent Figure 16-7.• Fastening Presidentlal and Residential T/6 sbalm sbingles on strop slopes. 6.9.1 Hip & Ridge for Presidential Shake". Presidential Shake'" IR. Presidential Shake TL'". Presidential Solaris'": 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL MESSORY 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 13/4• long of longer, so they penetrate either 3/4' Into the deck or completely through die deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL -Is 12' x 12•; Portland, OR produces 97/8' x 13'/4" accessory. 6.9.1.2 For ASTM 03161, Class F performance use BASF "Sonolastic• NPI'"" 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 Crest'", Cedar Crest'" IR hip and ridge shingles. 6.10 I HATTERAS'u: tOV4 STANDARD AND STEEP SLOPE: t.. _t.. X(25 mm)tont)_-•Itfl.40 mm) Ilton• ISd: M.MnAg Ilnffrrn, Sbinbaa an Rnr and Stmntlml Aolws For lua and taand.utl shales, use G%C naib for each (09 llaacnts dangle as slumv -.9mr. Exterior Research and Design, LLC. Certrylcote of Authodrattien #9S03 FEIC NON-HVHZ EVALUATION r(291 mm! r7Yt mn4 I--- I—t-- noolin9 cement -I --I--- • - I prom It.i Ini"•ronr //"lAr.0 dMn,v-XI&/,d J" Fw "-p t— rwt nods and efglu ytas sit aplall roaring crwnn los earls Intl ILYhras stiingte as sbtno alsose. Apply I - Moon) dhtorier spas at nsollor reonin (X%Tld n 4584 qpc 11 su(;•txirn wuln rn 6 utb coiner Paas shillet low plats, Ilst not esposc ettneuc CAIMON: ton nitwit nmlwg cranpu nm nuor shingles to bhHer. Evaluation Report 3S32.09.0S-R11 FL5444-R10 Revision 11: 12/08/2016 Page 10 of 12 f r TRINITY I ERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14: M tbree piece rmits separate to make 54 Hatteras Axessory shingles 6.10.1.2 Option 2: Cut Hatteras Shingles 9e, 230 mm) I I fg" ig" (460 mlr) en o I--- 18" 460 mm) I(Q03n1m)I` _rrt SAAR l1-5 Cap Shingle Cap Cap Cap Shingle Shingly Shingle 931 6.10.1.3 6.11 Figure 15-20.• Cut Hatteras sbingles to make cover cap. Figrlre 15-21; Installation of caps along OAS and ridges, For ASTM D3161, Class F performance use BASF "Sonolastic• NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. I. HIGHLAND SLATE'", HIGHLAND SLATE'" IR: LOW AND STANDARD SLOPE: STEEP SLOPE: Use Pn73 nails and 6N:Irr spot% of asphalt roofing cement* for each mr l ma^ro Wo..J full Highland Slate shingle. Yor Mlam -D:xle, SLY nulls are required. Apply I' diameter spots of asphalt roofing cement under each tab1.a a comer. Asphalt roo0ng cement moiling ASTM U45e6 Tye it b suggested. Pldrlm /I-,%- Use FIVE nailsJor;very UlgWaid slab sbingla 1. m1— trn:..t v ---0 j os.r Inmq--{ F wr.o.sr.aa" pu'.rysar.(worer rvs.rM r " Id ewrMsr —•, ••— ese,r"w"q -- ROWMp C. Firma II-jA• Use FM nails and Ht:bt sp U ofmpball rooJtne rnrnorf ander each fab corner. CALMON: bscesUve use of roofing cement can cause shlogics to blister. 6.11.1 Hip & Ridge for Highland Slate". Highland SlateTM IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R11 Certificate olAuthorlsotion x9503 FBC NON-HVHZ EVALUA71ON FL5444-R10 Revision 11: 12/08/2016 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nails Ibr etrty fill[ shingle Itxziied as shown below. dent 64111. k,1:5nr1 j i')i rn— TRINITY ERD URI 1`01111 nails and fnur spoil. of asphah mitring CCmcn1 for cvrq• full shinttic as shut ii heli «: Asp h:dt nxding COnlent nleclilig A.SThl 1)4 iv(. Tglx, II it suk-giNed. Apply I'(1i nail) spoils of asphalt nwding cel will :u shun n CZION: Gscessice use of roofing rtromnl can mase slflnot:+ to bli ler. sson+ol I p rnu I • :, Roofing comrnl lam, M-4 •_~ 17f = # t%A" •"i 6.12.1 Hip & Ridae for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge", NorthGate or Shangle Ridge" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05-Rll Certificate of Authorization 09S03 FBC NON-HVHZ EVA W ATION FLS444-R 10 Revision 11: 12/08/2016 Page 12 of 12 TRINITY EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Certificate plAuthorizotion //9503 ERD 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-R11 FL5444-R30 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been revlewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was aub mlted by Robert Nleminen, P.E on l2/M/2016. This does not serve as an electronically signed document. Signed, sealed hardeoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity Involved In the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the St" Edition (2014) Florida Building Code and S'h Edition 2014) 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 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008 3. REFERENCES: Entity 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 OSNK14836 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 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL(TST 1740) ASTM D3161 10CA41303 10/08/2010 UL(TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (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 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (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 (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R21 Ceni/icote Of Authorkation #9503 FBC NON-HVHZ EVALUATION FL5444-RIO Revision 11: 12/08/2016 Page 2 of 22 TRINITY ERD 4. PRODUCT DESCRIPTION: 4.1 CT20' XT'" 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Arcadia'", Belmont'", Carriage House Shangle*, Grand Manor Shangle*, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark' Premium, Landmark'" TL, Landmark'" Solarls and Landmark' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate"' is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate'" 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, Shangle Ridge'", Shadow Ridge'", Cedar Crest", Cedar Crest— IR, NorthGate Ridge and NorthGate Accessory 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. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: S.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R90S.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, Indlcating the shingles are acceptable for us in all wind zones up to V,td = 150 mph (V,,,, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. S.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V.,d =150 mph (VW, =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris`") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,1d = 150 mph (Vv,t = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed 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 the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Rll Certificate clAuthorhadon #9503 FOC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 TRINITY I ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / 11905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 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. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 CT20'. XT" 25, XT" 30, XT" 30 IR: . ENGLISH 12" 12" 12" 305 nm) -(305 rmr) (305 rrm) r1"(25mm) —Sealant 1"(25mm)- - 5 S/u.. (1 45 nm) 1 _ 5 ?/7-PbM awdd T METRIC 13r/e" 13n/e" 13r/e" 1' (25 mm) — Sealantlant 1"(25mm) ( T Figum 11-3: Uso four nulls for awry fill sbingle. STEEP SLOPE Use four nails and six spois of asphalt roofing cement, for every NII shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D45:16 Type 11 Is suggested. I - Roofing Cement Apply 1"(25 min) U.ols of asphalt roofing cement under each tab corner. FigureII.4.• Use jour nails mrd sir spats ofaspball aeanenl on slerp slopes CALrrION: Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridee for CT20'". XT'" 25, XT'" 30, XT" 30 IR: Cut Shingles 25mm I r- 2.' (50 nm) Remove 11 11 M__ lI I 1f V_ _ _ _ _ 12.. CapCapm) SlringleShingfe1 Figern 11.14: Oil Jabs, then hien back to arsake pap shingles Wlsb dire nylons sbomn). 5"—_12" (305mm) i Eat` god` 125mm) 5 wmlvQ5 1i51,jos o Figure 11-25. Installation Q/aaps along thi bila and ridgan. 6.4.1.1 For ASTM X3161, Class F performance use BASF "Sonolastice NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. CertiJicore of Aurhorlrorlon 09S03 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-Rll FL5444-R10 Revision 11: 12/08/2016 Page 4 of 12 6.5 6.5.1 ARCADIArm: LOW AND STANDARD SLOPE STEEP SLOPE Ike tilt nails for then• fill shingle fixated as chou•n helon• t mnl I10I Lips Lill LN U, LIJI Ffgure d: 6e six anile /inr 4-1Vrr frill sbinglc. z f TRINITY I ERD U.ae SIX n:dla :utJ FOUR spot., of asphalt roofing cement ror wen full shingle as show* Ix -lm%. Apply:«phalt roofing ciynent 1"(25 nuu) from edge of shingle..lspltdl rlmriog cement n*n:Iing AS"M D 9386 lhpe II is sorgesled. Hip & Ridge for Arcadia': Cedar Crest'", Cedar Crest'" IR rtroau eros®I-- C, LJc, FiLnnr is ba .rix unit• and fins spurs of aspbalt rex, me cerrrcal on 31rep slopes. 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° NPi'"" adhesive or Henkel "PLI 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 % 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. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R12 Certificate of Authorization #9503 FOC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 5 of 12 6.6 BELMONT'": Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below 1I42'133 nn1 or laa f 53' ( I6 nm) c, A&. icrul arils 8 rrpnie? 55h, TRINITY jERD 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 t" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. SR' :IB irtnl / hod.,— Cex ml 6.6.1 Hip & Ridge for Belmont': 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest'"" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle° Ridge Figure 17-18' Spangle" Ridge. t8' Exposure Remove tape from the right side t' ; g• and fasten ECOW theFasten left side tins RIGHT FIRST LEFT Figure 17-19• Inslallafion of thangle#0 Ridge shingles on Gips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1'"" adhesive or Henkel "PL" Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-Rll Certif cote o/Authorrcotton #9S03 FBC NON-HVHZ EVALUATION FL5444•R10 Revision 11:12/08/2016 Page 6 of 12 i 0 6.7 6.7.1 6.8 TRINITY j ERD CARRIAGE HOUSE SHANGLEO AND GRAND MANOR SHANGLEO: LOW AND STEEP SLOPE STANDARD SLOPE lst live ImiN for even' full spangle. 12S rani) F - 5N" 859' 16111m) moon) 17gurr+ /7-•r lra fb r nulls firr r rT fill l;rnnd:Ilannr SMgArfi'. Grnrirrge 11onse Sbrnrgla or Ccnlerndal.Sbrle. Use seven nailsmid three spots of aspball roofing cement for every hdl Grind ANnor Shingle. Use rive nails and thrpe spols of asphall m Ang cement kv every full Curlage linnse 5hangle anti G nummal Shoe. Apply asphah tnormg mol ml I' (2i mm) from edge of shingle Plgnry 17.5). Aspbah roofing cement mewing ASTM U•15801?7u' 11 Is suggested. 1' i75nan)T — — Rgron 17.5. Irbrn rruMffing 4'rrrnd.1brncrSba+rgirs onslwp do/r r. oar sor'ru naffs and Aw spins (jntpbrrq mnJing rrmtur. Hip & Ridge for Carriage House Shanele® and Grand Manor Shanele: Refer to instructions herein for Shangle• Ridge hip and ridge shingles LANDMARK"', LANDMARK'"' IR, LANDMARK'" PRO, LANDMARK'"' PREMIUM, LANDMARK"" TL, LANDMARK'"" SOLARIS, LANDMARK'" SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 17" 14314.• 17' 305 mm) --I--(375 mm}•— --(305 mm)-- A.vtb:'S!.s!`N: r4•`: rY.••C•:r,r ! .:•r: :'.'Jb.lc't'rl' L 1--l"(25 mol) Release Tape 1" (25 mn1)I •- 11ir". Nailable F Ar&1 LANDMARK Tl NorthGate: 13 X 13" 13117" 343 mm) --j-1330 mm) --I--(343 mm) --1 I--1"(25mm) 1"(25min) I -- F7gnm l,f••1: 1:u' frna rm/is, for wrq• frit sbinglr! Mk 1auvGIZ, AREA- 14 VV 1' 1305 nRU + (375 mmi (305 mm) —1 kalltty la r I' (25 rnmi no ower no: r (2s mm at1 ka (lne areas for low sod standard slopes (ham 7:12 so 21:12) Nat Setaswl umr d Iran: Inas as swig sbw.% Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R31 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 7 of 12 STEEP SLOPE Gse a.\* nails and (our spots of asphalt roofing cement for eregy roll hminated shingle. See below. asphalt roofing cement sliould o1cel h81'M D4586 11•)x• it..kpply I' spots of asphalt roofing cemem untie each corner turd at about 12- to 13' In front each ed. -C. METRIC DIMENSIONS STEEP SLOPE NAILING ARFA I TRINITY I ERD LANDMARK TL 131/2" 343 mm) 12'— 1305 nm) 143/4"—. — IT' -- 375 mm) (305 mm) vv1•••• : J_Lk.: IL'k=1••5 L;:.:L' '•4.L_'1l•al:l'1 6.8.1 Hip & Ridee for Landmark`", Landmark"' IR. Landmark" Pro, Landmark'" Premium, Landmark' TL. LandmarkTM Solaris. LandmarkTM Solaris IR. NorthGate: NailArp_)— 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory Release Tape 1 Fix9cep'} 12' 305mm) G G 25n1o) I{---- ;. aj oofing CemJent STEEP SLOPE NAILING ARFA I TRINITY I ERD LANDMARK TL 131/2" 343 mm) 13" 131/2' 330 mm) (343 mm) 1"(25 mm) I 1"(25 mm) --1 I I"— Fes— V. 25 mm) mm) i Rooting CemeN figure 13-5•' Use sir nerds and fora spots of 1 " -Pbdlt mQJ7ng Cement on s/eep slopes 25 mm NorthGate: 12" 14-3/4' 12" 1—(305 Mm)—j— (375 mmj--—(305 mm} -.-I Nailin (mils 1 —1'(25 mm) beYi reewer 1'(25 mm} --i r \ Nailing areas for stoop slopes (greater than 21:12) and "Storm -Nailing" Nail between lower 2 nail Ones as shown above. 6.8.1 Hip & Ridee for Landmark`", Landmark"' IR. Landmark" Pro, Landmark'" Premium, Landmark' TL. LandmarkTM Solaris. LandmarkTM Solaris IR. NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 305mm) G G 92/8' 250mm) 415mm 425/tG 050mm) 1SOmm) 125mm) (125mm) Notch for Centering Notch for Centering 17 7 131/4" m) Notches for Alignment to Top Edge Previous 7' 337mm) Notches for Alignment 575/8, 7 m the of the 1 ) the Top Edge of the Premos 196mm) CupforS(125nm)Exposure L Capfor55'(141mm)6ryosure I English Dimension Metric Dimension Shadow Ridge"' Shadow Ridge'" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Rll Certilicote of AutborlroUon #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 8 of 12 6.8.1.2 6.8.1.3 11127.132' 250 nanLl4I:i 16' t 125 r 6eraniag Wcb 13 lX T 337 trm) ` Align th;se nah:hee to top 7 6 61 algc n1 (194 mm) p•rrnMtscgi:rso NorthGate Ridge 5,(t15ovn) ExPosul I TRINITY ERD t3 t/8" 1333 mm)•--- 168 mm I 168 mm iCentering 131/4' Notch 337 mm) `\, Al,gn theso/ I / notohos to top 7 5/ edge ol ( t94mnvm) revious course. T NorthGate Accessory WM) 30. 3o " LmAng Notch I I I i II l Figure 13.20.• Use laying notcber to mler shingGu on blps and ridges, and 10 locate The rwnwl exposure For ASTM D3161, Class F performance use BASF "Sonolastic• NPI'` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'' IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R11 Certs leate o/Authorlrotlon a9S03 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 9 of 12 Presidential accessory shingles can be used for covering Hips and ridges. Apply shingles up to the ridge (expose no more titan 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' 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' NPIV` 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 Crest'", Cedar Crest'" IR hip and ridge shingles. 6.10 1 HATTERAS'": IOW, STANDARD AND STEEP SLOPE: ggasr 15d: Mthwhig 11n11r14t.Vtw#, t an lour aid Mamlmd .Volrr Mr losr god sunihnl slopes. use five mtils for eorh (Ill ItAllerz dlhlrje u> Juuil ;dxm•. Exterior Research and Design, U.C. Certificote of Autharlrotton 09503 FBC NON-HVHZ EVALUATION 1• -11001109 Comenl _1--'-• -- trArO. IS.t r",drning 11011-1rl/wX11.— n Mogwa Mr aft -p dole s, n r ror nails and clod Mxss of aslilmh moriog mneid Fol earb loll It u: -,v Alnak m sbmsu Am. ygdy I- LSllmll dl-nlly rlai of omfin6 rrurla (AN7N n 4M 1l'l)tl 11 wgw map nmlrr Lalli tab tusam Pnv ddn:e Ines pbm, lbs not typw rr"Ir•. I:AunON: Tis much m Aviv; move tvn mine Aiiiors to blister. Evaluation Report 3532.09.05-R11 FL5444-R10 Revision 11: 12/08/2016 Page 10 of 1Z It 1. TRINITY I ERD 6.9 PRESIDENTIAL SHAKE'", PRESIDENTIAL SHAKE'" IR, PRESIDENTIAL SHAKE TL'", PRESIDENTIAL SOLARIS'": LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use ave nails for each fall Presidential For steep slopes, use nine nails for each hill Presidential shingle and shingle as shown below. apply 1' diameter spots of asphalt roollng cement under each shingle lab. After applying 5 nails In between the nailing guide lines, apply 4 nails 1' Natiltp ). 40• above tab cutouts maldng certain tabs of overlying shingle cover nails Guide Ums (10161nm) 5 114' 133 mm) is • 141/4' 1 I17.' )111) (36 2mm) n -f-u r-- _ — _•_ — — 1T I• NOTE Apply nails on painted guideline. Figure 16.66.• Fasiming FmidenMal and Presidmlial TL Shrike 1' diamulur asphall Fooling cement shingles on low and slandanl slopes Figure 16-7.• F40ming Presidenrkd and Frwdenlial T/L Shake shingles on sleep slopes. 6.9.1 Hip & Ridge for Presidential Shake'. Presidential Shake'" IR, Presidential Shake TL'". Presidential Solaris"': 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 titan 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' 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' NPIV` 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 Crest'", Cedar Crest'" IR hip and ridge shingles. 6.10 1 HATTERAS'": IOW, STANDARD AND STEEP SLOPE: ggasr 15d: Mthwhig 11n11r14t.Vtw#, t an lour aid Mamlmd .Volrr Mr losr god sunihnl slopes. use five mtils for eorh (Ill ItAllerz dlhlrje u> Juuil ;dxm•. Exterior Research and Design, U.C. Certificote of Autharlrotton 09503 FBC NON-HVHZ EVALUATION 1• -11001109 Comenl _1--'-• -- trArO. IS.t r",drning 11011-1rl/wX11.— n Mogwa Mr aft -p dole s, n r ror nails and clod Mxss of aslilmh moriog mneid Fol earb loll It u: -,v Alnak m sbmsu Am. ygdy I- LSllmll dl-nlly rlai of omfin6 rrurla (AN7N n 4M 1l'l)tl 11 wgw map nmlrr Lalli tab tusam Pnv ddn:e Ines pbm, lbs not typw rr"Ir•. I:AunON: Tis much m Aviv; move tvn mine Aiiiors to blister. Evaluation Report 3532.09.05-R11 FL5444-R10 Revision 11: 12/08/2016 Page 10 of 1Z TRINITY I ERD 6.10.1 Hip & Ridge for Hatteras`": 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14.• 18lbree piece units separate to make 54 Hatteras Accessory sbtnglea. 6.10.1.2 Option 2: Cut Hatteras Shingles 9" 230 mm) I I mm) (460x) 460 mm) ( 203 Cep Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15.20. Cut Hatteras shingles to make comer cap. Figure 15-21: Installation of caps along hips and rk1Rn 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE"", HIGHLAND SLATE'~ IR: LOW AND STANDARD SLOPE STEEP SLOPE: Ilse PSB nails and KICIrr spok of asphalt roofing cement" (or each ati-4 "ao._ ..e W0.4uo.w full Highland Slate shingle. For 140aml-03de, Six nails are required. Apply r diamcler spots of uWhalt roofing cement under each tab corner. Asphalt roofing cement Ineebig AS"IM D4586 Type 11 Is suggested. L SIX elgissoteeutbrorots t• Rs ey — — — — — — T bnyb0 ever OMY mbJu evnnl. _ Wn.oabrrpwa ,. Snml a r""'t idaltl om uAY 1 :• NON a ReotMq GYnetlFdgumII -,i: Use FIVE nal(sfor et"y lldgbladd dale sbdngla Rpm II•yt: Use RVE Wads a,d e1861 spots of arp"I myfxp minvil andor emb tab mac CAUTION: excessive use of roofing cetneal can cause shingles In blister. 6.11.1 Hip & Ridge for Highland Slate—, Highland Slate'" IR: Refer to instructions herein for Cedar Crest—, Cedar Crest' IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Rll Certificate o/Authorisation 09S03 FBC NON-HVHZ EVALUATION FL5444-RIO Revision 11: 12/08/2016 Page 12 of 12 6.12 LOW AND STANDARD SLOPE list• FOIJR nail. for uvcr%l full shioi;le loaded :1: shomi belmv. Swlont it TRINITY i ERD STEEP SLOPE l:sc FUDR nails and fnur spol., of asphah roofing moent his- ever • full shingle as shown Ixbu. Asph:dl ooriin5 remail meeiiino,1 m wiw, Tylx: Il Ls suVusied. Apply 1'(15 nun) suds of mlikdt nlofing cnx111 as shown. CAUTION: fiwcessirc use of ruoring cement can corse stlin:Jca u, blister tl IIr.11 1 JII 13-I.9' o -w •-i+ uxmr I — r7M.'rro 1111m1 rlAKn -l" R m1 --_ rasnn...i o-srs' I' pssr.,q I • •- xoanoq Gemeel•: 6.12.1 Hip & Ridge for Patriot': Refer to instructions herein for Cedar Crest'", Cedar Crest" IR, Shadow Ridger', NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC —QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Rll certificate ofAuthoriratlon 09503 FBC NON-HVHZ EVALUATION F15444 -R10 Revision 11: 12/08/2016 Page 12 of 12 r I I oF Florida Building Code Online SCIS Home i Log In i User Registration i Hot Topics I Submit Surcharge i Stats d Fac Frids raProduct ApprovalUSER: Public User Prnd& Anornvat Monot > PreduR nr AnNlratlen march > Ancil Ation I ist > Application Detail FL # FL15216-112 Application Type Revision. Code Version 2014 Application Status Approved Comments Roofing i Archived Underiayments Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Professional Engineer Mission, NON -US 00000 551) 574-2939 Florida Engineer or Architect Name who developed the Robert Nieminen mtupas@ Interwrap. com Authorized Signature Eduardo Lozano PE -59166 elozano@lnterwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way John W. Knezevich, PE Mission, NON -US 00000 Validation Checklist - Hardcopy Received 778)945-2891 1`1_15216 R 0I 2015 01 COT NI min n.Ddf elozano@interwra p,co m Quality Assurance Representative Address/Phone/Email Category Roofing i Subcategory Underiayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received I Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE -59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence 1`1_15216 R 0I 2015 01 COT NI min n.Ddf Referenced Standard and Year (of Standard) I Equivalence of Product Standards Certified By Sections from the Code bttp://ww v.flo3idebuildingogVpr/pr_app_dtlnspx?pwwn-wGEVXQNvtDgv3yVVYJZIQRAdbyL2ugkQGQyljaHhVeiOpVSvxwSdCoQ%3d%3d[gR4/20171.57:59.P.MJ Florida Building Code Online 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 summary of Products FL # Model, Number or Name Description 15216.1 RhlnoRoof Underiayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS216 R2 It 2015 04 FINAL FR INTFRWRAP RHINOROOF FI 1S216 - Approved for use outside HVHZ: Yes R2-nd Impact Resistant: N/A Verified By: Robert Nldminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Umits of Use. Evaluation Reports F 15216 R2 AE 2015 04 FINAL ER INT RWRAP RHINOROOF F 15 16- Created by Independent Third Party: Yes Iear.Ha rJ exl Qntp 15 :: 2601 Blair Stone Road, Tallahassee F1 32399 Phone, RSB -4R7-1824 The State of Florida Is an AA/EEO employer. r-onvdoht 2087-201A State of Florida.:: Privacy Stetetnent :: Akre Klhlllty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your email address released In response to a publlc-records request, do not send electronic mail tD ttits entity. Instead, contact the oRke by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(3), Florida Statutes, effective October 1, 21112, licensees licensed under Chapter 455, F.S. must provide the Deparbnent with an small address If they have one. The emalls provided may be used for olfldal communication with the licensee. However email eddtrses are public reeprd. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick baro Product Approval Accepts: Credit Card Safe btipJ/www.0oridebuildmg.mg/pr/pr_app_dOmpx7pamopwOEVXQwtDgv3yV VKJZ1QRAdhyl2ugkQGQyljaHhVeiOpVSvxwSdCoQ%3dOA3d[I 24/2017 1:57:59.PK . . TRINITY I ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization 119503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way FL15216-112 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2:04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 N`>talgrrn,,,i• y' i rSiTID f : i t• . The 4Wmlle seal appearing was authonted by Robert Nlominen, t •,i1 P E. on 04/27/2015. This does not serve as an electronically A{ned document. Signed, sealed hardtrples have been transmitted to the Product Approval Administrator and to the named diem CERTIFICATION OF INDEPENDENCE: 1. Trinity lERD does not have, nor does it Intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity Involved in the approval process of the product. S. This Is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, In any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhlnoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the Intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations/ Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3,1507.5.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Enfrty Examination Reference Date ITS (TST1509) Physical Properties 100539395004006 10/27/2011 175(7573509) Physical Properties 200539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 300539395004006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 Is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available In 424nch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This Is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use In the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhlnoRoof Underlayments may be used with any prepared roof cover where the product Is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: 5.6 Exposure Limitations: 5.6.1 RhlnoRoof Underlayment shall not be left exposed for longer than 30 -days after installation. 6. INSTALLATION: 6.1 RhlnoRoof Underlayments shall be Installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published Installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be Installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2 Cerri icote ofAuthorizotlon #9503 FLISZ16-R2 Revision 2: 04/27/2015 Page 2 of 3 TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhlnoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhlnoRoof Underlayment shall not be left exposed for longer than 30 -days after installation. 6. INSTALLATION: 6.1 RhlnoRoof Underlayments shall be Installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published Installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be Installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2 Cerri icote ofAuthorizotlon #9503 FLISZ16-R2 Revision 2: 04/27/2015 Page 2 of 3 TRINITY I ERS 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhlnoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1 -inch roofing nails with a 3/8 -inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1 -inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver: Roof Slone > 4:12: End (vertical) laps shall be minimum 6 -inches and side (horizontal) laps shall be minimum 4 -Inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30 -days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver. 2:12 < Roof Slope <4:12: End (vertical) laps shall be minimum 12 -Inches and side (horizontal) laps shall be minimum half -sheet -width plus 1 -inch. Double layer application; begin by fastening a half -width plus 1 -inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted In 6.5, but maintaining minimum half -width plus 1 -Inch side (horizontal) laps, resulting In a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. B. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2 Certificate of Authorization #9503 FL15216-R2 Revision 2: 04/27/2015 Page 3 of 3 TRINITY I ERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance: 02/17/2012 Canada Revision 2:04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5v' Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhlnoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: 11- 001 Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The lacsbnlls seal appearing was authorized by Robert Nleminen, P.L on 04/27/201S. This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the named dlent CERTIFICATION OF INDEPENDENCE: 1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nleminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing In accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Section Properties Standard Year 1507.2.3, 1507.5.3, T3507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3,1507.9.3,1507.9.5 on Heating Yes No 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST3SO9) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhlnoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type If felt. RhinoRoof Underlayment is available in 42 -inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification Is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH) for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30 -days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2 Certtficate oJAuthorization #9503 FL1S216-R2 Revision 2: 04/27/2015 Page 2 of 3 TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes ShinglesI Slate or Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30 -days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2 Certtficate oJAuthorization #9503 FL1S216-R2 Revision 2: 04/27/2015 Page 2 of 3 fRINITY I ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1 -Inch roofing nails with a 3/8 -Inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1 -inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6 -inches and side (horizontal) laps shall be minimum 4 -inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30 -days, use of every fastening location printed on the surface is required. When batten systems are to be Installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole In accordance with Interwrap published Instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12 -inches and side (horizontal) laps shall be minimum half -sheet -width plus 1 -inch. Double layer application; begin by fastening a half -width plus 1 -Inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1 -inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc: ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2 CertiJlcote of Authorization #9503 FUS216-R2 Revision 2: 04/27/2015 Page 3 of 3 4/2812017 Florida Building Code Online 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 acarterOlDmanco.com Roofing Roofing Accessories that are an Integral Part of the Rooting System Certification Mark or Listing Mlami-Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year Mlaml-Dade TAS 100 (A) 1995 Product Approval Method Method 1 Option A r. hUmJN,ww.Boridabullding.orgtpr/pr app od.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbelqdlkEk7oGQ6zyYrmk%3d t/3 BM Home I Login I Usv Reglstrotion I Hot'ropla I Submit Surcharge I Stets a. Fact Pubticatlons FOC Staff SCIS site MeD Links Scarcr b db•,: Mtn Product Approval USER: Public UserOm ProAuct Aoorml Menu > ProMd or Aoollcouon Search > Aoollratlon ust > Appllcatlan oxtail RtrL< FL R -3792 -RB Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified r "'•=; by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 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 acarterOlDmanco.com Roofing Roofing Accessories that are an Integral Part of the Rooting System Certification Mark or Listing Mlami-Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year Mlaml-Dade TAS 100 (A) 1995 Product Approval Method Method 1 Option A r. hUmJN,ww.Boridabullding.orgtpr/pr app od.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbelqdlkEk7oGQ6zyYrmk%3d t/3 4/2=17 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/30/2015 10/06/2015 10/09/2015 08/16/2016 r-cam -,f!:-: i' •.o-----•--- -- - - kL it ` : ' Nlo el, Number or Name..' Cescilpflon 3792.1 1135 Root Louver Aluminum 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, 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 installed on roof mean heights greater than 33 feet Certification Agency Certificate FL3792 R8 C CAC Lomanco 135 - 2000 PV - NOA 11- 0602.02.ndf Quality Assurance Contract Expiration Date 08/17/2016 Installation Instructions FL3792 R8 I[ Lomanco 135 - 2000 PV - NOA 11-0602.02 odf Verified By. Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R8 AE Lomanco 135 - 2000 PV - NOA 11- 0602.02.odf Created by Independent Third Party: Yes 3792.2 730 Roof Louver- Aluminum Roof LouveP Limits of Ussi' Cortificatlorl Agency CertftAte ' Approved for use In HVHZ: Yes • FL3792 -RA C GAC Lorhanco 700 &eries - NOA li- Approved for use.outside HVHZ: Yes 0602.04.odf- Impact Resistants N/A Quality Assurance.Contract E*plration Date ' Design Pressure: N/A 08/16/201'6 Others 1. Refer to,applicable building codes fCr required .: Iis'stallation Tn.structlons' ventilation. 2.1orribiico's Model 730,750,770 Roof LouYers. - FL3792 R8 n Lomancd 700 Series.- NOA 11-0602 04 odf shall comply with appllcable-building code. 3. Lorrianco's Verltied:By: Miami -Dade BCCO -'CER Model 730,750,770 Roof L6u0rs shall not -be Installed.on:roof Created'by IndependentThled Party:. mean heights, greater than 33 feet Evaluation Reports F1 792 R8 AE Lomanco 700 Series - NOA 11.0602.04 odf FL'3792• R8 AE:Lomanco 700 Series = NOA" 11-0602.04:odf Created -by Independent Third Party: Yes 3792.3 750 Roof Louver Aluminum Roof Lower Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL3792 RR C CAC Lomanco 700 Series - NOA 11 - Approved for use outside HVHZ: Yes 0602.04.Ddf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 08/16/2016 Other. 1, Refer to applicable building codes for required Installation Instructions ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers FL3792 RB 7I Lomanco 700 Series - NOA 11-0602.04.odf shall comply with applicable building code. 3. Lomanco's Verified By: Miami -Dade BCCO - CER Model 730,750,770 Roof Louvers shall not be Installed on roof Created by Independent Thlyd Party: mean heights greater than 33 feet. Evaluation Reports F1 792 R8 AE Lomanco 700 Series - NOA 11.0602.04 odf Created by Independent Third Party: Yes 3792.4 770 Rool Lower Alurrllnum-Reof Louver Limits 6f. Use Certification Agency tertlficate Approved for.use In-HVHZ; Yes -FL3792 RB' C CAC' Lomahco' 700 Seises - NOA 11- , Approved for use outside HVHZ::Yes 0602w"itidf Impact Resistants N%A Quallty.AgeufanCe Contract Expli'ation Data Design Pressure: ;N/A .08/16/2016.- Other 08/16/2016: Other. I. Refer to applicable building codesJoe-requlred" Insiallatloh Instructions Ventilation. 2. Lomanco's Model 730,750,779•itroof Louvers FL3792 R8 'II Lornanco 100 Series- NOA 11.0602 na.,,da ' shall ,coinply with:applicable bulding code. 3..LorOd so's .. Verified'By:;Mlami-Dade BCCO CER Model 730,750,770 Roof"Louvers Wall not be installed on roofCreated by Indep6hdent Thlyd'Party: ' mean Ileights greaterthan 33 feet. Evaluation Reports FL3792 R8 AE L+man'co 700 Series - NOA 11-0602 04 odf Creatdd by. Independent ThIVd Patty: Yes 13792.5 l 770D Roof Louver l Aluminum Roof Louver I Limits of use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. Certification Agency Certificate FL3792 R8 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R8 II NOA 15-0709.09.Ddf Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports https9Avww.floridebUlding.orglpr/pr app dli.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVJdikEk7oGQ6zyYnmk°%3d 213 4r18l20'17 Florida Building Code Online R-3792 R8 AE NOA o Created by Independent Tht dbParty: Yes _ J MM Contact Us :: 2601 Blair Stone Road. Tallahassee FL 37999 Phone: 850-487-1824 The State of Florida Is an WEED employer. Coovdeht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do rot want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, mndact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2022, licensees licensed under Chapter 455, F.S. must provide the Department with an ema8 address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made avallaWe to the public To determine If you are a licensee under Chapter 455, P.S., please cildr bUL.. Product Approval Acceptor Credit Card Safe htlpsJ/www.flolidabtAiding.orgfpr/pr app dtl.aspx4param=wGEVXQwtOgsFgPhXouzzBPGbeVJdlkEk7oGQ6zyYnmk%3d M MIAMI lD MIAMI -DARE 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) www.mlamidade.eov/economv 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 area 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: "Miaini-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.imay be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: Acopy 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 reque$t of the Building Official. This NOA renews NOA No.15-0831:07 and consists of pages L through 9. The submitted documentation was reviewed"by Gaspar J Rodriguez NOA No.: 16-0510.28 rrwrtwanecourrnr 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: 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 TAS100(A) 03/16/95 PRI Construction Materials LOM -013-02-01 Technologies RRWA-001-02-01 MIAMMADE COUNTY TAS 100(A) 05/21/07 TAS 1000) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 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 Louveyed 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 l00(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 TAS100(A) 03/16/95 PRI Construction Materials LOM -013-02-01 Technologies RRWA-001-02-01 MIAMMADE COUNTY TAS 100(A) 05/21/07 TAS 1000) 07/28/15 NOA No.: 16-0510.28 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 an "ow 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'/." aluminum annular ring shank nails. With the first nail P/e" 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 mminimuof 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 Mwrnaaoe eourrrr 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 %' 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 washerhead 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 LmTAnoNS: 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 shallinot 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 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30116 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: ]6-05]0.Z8 Expiration Date: 08/16/21 f i I f; 700 SERIES LOUVERED ROOF VENT MINA MI DADE COUNTY f Approval Date: 06/30/16 Page 5 of 9 ' DETAIL B 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 JAPPROVEDI MIAMI ADE COUNTY ' Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL S (CONTINUED) FASTENER•LOCATION FOR METAL PANEL INSTALLATION OF 750 Fg-ViI 1 MIAMMADE COUNTY 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 M MAMIJADE CDMM NOA No.: 16-0510.28 1 Expiration Date: 08/16/21F-mimoxj; i= 00" Approval Date: 06130116 Page 8 of 9 DETAIL D MiAMi aacE cou,n r ' NOA No.: 16-05* OVEDI Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9of9 4/28/2017 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Slats & Fads I Publications I FBC Staff I SCIS Site Map I Links I Search I Approval lic User Flarilla ,_ Product USER: Pub r.rr 1i4' Product Approval Menu > Product or Application Search > Anpligntlon Last > Application Detail FL # FL158-RB Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer CAST -CRETE USA, Inc. Address/Phone/Email PO Box 24567 a i':. r Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Authorized Signature Craig Parrino cparrino@castcrete.com Certified By Technical Representative Craig Parrino 1 '.n Address/Phone/Email PO Box 24567 l Tampa, FL 33623 cparrino@castcrete.com 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 ti. , Kr4 Compliance Method Certification Mark or Listing Method 1 Option A Certification Agency Miaml-Dade BCCO - CER Validated By Miami -Dade BCCO - VAL i t ''' `•"'' Referenced Standard and Year (of Standard) Standard ACI 318 f •d':. j1i ACI 530 a i':. r Equivalence of Product Standards i•, • •',• '' •' r. Certified By 1 '.n ti. , Kr4 Product Approval Method Method 1 Option A t ''' `•"'' v.,' Date Submitted 04/29/2016 https://www.floridabuilding.org/pr/pr app_dll.aspx?param=wGEVXGwtDquegla/o2bT71p/02FI92gnRzHNulcgj5pqLXkU69p/o3d Year 2011 2011 1/2 4/28/2017 Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online 05/06/2016 05/06/2016 Summary of Products - ;I , FL # Model, Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL158 R8 C CAC NOA 14-0903.03.Ddf Approved for use outside HVHZ: Yes FL158 R8 C CAC NOA 16-0126.03.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 05/21/2017 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL1S8 R8 II NCA 14-0903.03.odf FL158 R8 II NOA 16-0126.03.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Cnrk iNa>«j Contact Us : ; 2601 Blalr Stone Road. Tallahassee FL 32399 Phone: 850.497-1824 The Stale of Florida Is an AA/EEO employer. Coovdaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses aro public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick br Product Approval Accepts: RE® —®-- Credit Card Safe htlps7Mfww.floridabUlding.orgfpr/pr_app dU.aspx9param=wGEVXQwtDquegl%2bT71%2(F192gnRzHNulcgj5pgMU6g%3d 2/2 MIAMIDADE MIAMr-DADE cowry PRODUCT CONTROL SECTION DEPARTD•IENT OF REGULATORY AND ECONOAIIC RESOURCES (RER) 11805 SSV 26 Street, Room 208 BOARD AND CODE ADAIINISTRATION DIVISION Miami, Florida 33175-2474 T(786)315-2590 F(786)3I5-2599 NOTICE OF ACCEPTANCE tNOAi xnvw.minmidade.eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder 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 perforin 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Presh•essed 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", streets 1 through 3 of 3, prepared by Craig Panino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Pan•ino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision staiip 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 oxpiration 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 # 13-0321.07 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. Mnlcar, P.E., M.S. NOA No. 14-0903.03 MIAMI•DADEG )u TY -'' `%. ''`^ Expiration Date: 09/11!2018 Approval Date: 10/09/2014 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing A'o. FD4612, filled "Precast and Prestressed Lintel Delails" sheet I of 1, prepared by Craig Parrino, P.E., Baled Alar -ch 24, 2003 a»d D-mrir gNo. LT4612, filled Cast -Crete 4", 6" & 12" Linfel Safe Load Tablas", sheets I through 3 of 3, prepared by Craig Pal-ino, P.E., dated rblarch 24, 2003, last revision #I dated Apr1128, 2003 boor drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on 4", 6" & 12 " Precast Concrete Lb tels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Chrisloplrer A. Ramon, AE. C. CALCULATIONS 1. Calculations for Cast -Crete Li niels, dated 05129103, 207 pages, prepm-ed by Craig Pro -vino, P.E., signed and sealed b)i Craig Parrino, P.E. 2. Calculations for Casl-Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manial for Cosl-Crete Alaichine Made Precast Lintels remised o Alr7v 1, 2002. 2. Cast -Crete Quallo, Sysfem Alanial,for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drmving No. FD4612, filled "Precast and Prestressed Lintel Details", sheet I of 1, prepm-ed by Craig Parrino, P.E., dated Alareh 24, 2003 and Drcming No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Satfe Load Tables". streets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated Mach 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mianrl-Dade County Building Code Compliance Dice. E. MATERIAL CERTIFICATIONS 1. Alone. Hte iy A. Mallear, P.E., M.S. Product CoWrol Unit Superyisor NOA No. 14-0903.03 Expiratlon Date: 09/11/2018 Approval Date: 10/09/2014 E-] CRst-Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL h 12-0209.12 A. DRAWINGS L Drawing No. FD4612, titled "Precast and Presiressed Lintel Details", sheel I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 mrd Drawing No. LT4612, titled "Cast -Crete 4", 6" 8 12" Lintel Stlfe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated 1Llareh 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P, E., on March 22, 2012, B. TESTS 1. None. C. CALCULATIONS 1. Alone. D. QUALITY ASSURANCE 1. By Aliami-Dade County Depardnerrt of Permitting, F.nvironrrrent, mut Regulatoq Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter Ji-om Cast -Crete Corporation, dated Februmy 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. TES'T'S 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Aliand-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. r 4- , z21z:.-- . Woffi)y A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. I4-0903.03 Explrntion Date: 09/11/2018 Approval Dnte: 10/09/2014 E-2 Cnst-Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Draining No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 or 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing rVo. LT4612, tilled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated Harch 24, 2003, 10.71 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E. on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 08/1912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Mlami-Dade Counh, Department of Regulator, mrd Economic Resources (Rls'R). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2011 Edition. HelqfpA. Mokar, P.L., m.S. Product Control Unit Supervisor NOA No. 14-0903.03 Explratlon Date: 09/11/2018 Approval Date: 10/09/2014 E-3 HIGH STRENGTH PRECAST AND AST- RETE® TAPE "Q" STIRRUPS PRESTRESSED CONCRETE LINTELS 1YPE 'A' STIQRUPS Typo' Q' EE LE NGTH 5' -PAC SPACINGI 12• /fm.av 1FLINRL 12• [CAST =/ 2. O[KSS eeor N-W1IR •• »r- aT a-timet l•A• MULL03R1 BOTTOM STEEL LENGTH B" & 12" PRECAST LINTEL REINFORCING CAGE FABRICATION MODEL 1 slir Rrr •.• 2u. u'I u Ilm ar.. aKfm n\Iru Kiln nio n 4a1 a Y 1 1/f• It! IKaI PERL:1 A is 1 L 13 3 1. 14 rIR L 1 1 { i 4• 7 1f u nrcc,sr ./ 2• eceLs 7 1{ r 7 4' L If 1 12• rar lN.NI[t 4" SOLID LINTEL DATA TABLE 12" PRECAST U—LINTEL DATA TABLE r1ro ronAn wonulla ° rloluco w! r1t1•!Ci urlavu n 6 rmioaro n e.nmir ws Im eaaor K t[Nm•11a. o. oerlrluiro W1Nn Lr ILNOTM la101N p 1 LpNM( Yir a K N M MIR DQ »b! 8111101 CAISOR GlriLLS( 1611. e1C y'.e• 3 13 SOAR r-r r ow) V is rxm 31- r 7 u am 0• 1-11 4'-V O.O.a A 1 e.»a 1\) 17/u w !- a . GENERAL NOTES: 3 3 Q{A. { _{• M74 r o 1 1 ii &Ac- A a 1 ) It w - t - { 1. sm1. 1/043 W anll U1p 13, /a. an H .046 a MM 30 1 • i10 it alw . re» 13 .a. 1 . le - 1 OW[ » AffY Ylf CAMUVJWM"' 11 saL019111}, . 114 OL110147Qf0rLL .6116 M Rola! K»aD .V[ OrU1116 fY1na0A r»II uu ow w na 6oa.ao r+m »! U-M - M. a 1 -• 1 -s 01 11 b i • 1COMM10 w ! Hoof ... d41 n6 1000•pr UK main» 111n1 aO10 1 -r 0.1 / 1 -. 11 f { a. WM alQ a1W 1[ /2e •104 •10; .1411 W K llw. 111. Oma 1 wwwo 1.a1 401 m 1 -i' .3 I a n 1 .-0 \ 111 . iM• It 0161 Onus ails nw»o (Ka IOW 6" PRECAST U-LINTEL DATA TABLE LOW" i. 3'-0 0039 104 1 fS KWIS-101 17/33 w f•-1• a 4 e a" .-. 4- .-w- ) 31 w 1 r-2r, . s-1e ao.3 a N A 1 os 1 - 04304 s • 2" PRECAST 2" RECESS l._ . 3- . \ 1 1 DOOR U-LINTEL DATTj TABLE r+ G ••' CEN ' •0: PRl1DU6T NEVISI:It romlwlras`^rit1'dO3""i i auf •a 0 . - - - ' ac r o' 4 _ BuiNrp Gda 4 - 0 3No 0 0 r a 0-4• 3'-e• •.00 n MINE a .l r / u w . a A[{lpuxa e ) _ ar • s14- V-r 9 i fi, .- r 4s: A V •l` p'I p. ((/ CRAIG PARRWO u1c w~ Ir--r e. .13 1. _\ li-e s 0• :. -a ea{ an 1 a r-.• -o . 0'/ O R 1 1G\S`•` $ NM FL 6324 CR 733584A e f FL. P.E. LIC. NO.447 MUM PRECAST AND PRESTRESSED LINTEL DETAILS 1u IUYI {wa m an3Q /Dour Scut As um14 3/N/n+ cw m m wx ram ri autmlc 104313 Sara: 1 or; I9 GENERAL NOTES rcad OMd - 7000 pdAroc• 6e1r r"Id . c000 ]/dE ad rmnat le naadr tm4 4 prASIN C00 eVi aiimn al ala otrpreair. 19W yd lebw per ASN A415 W lerbr pv A31N CD0 pp M w 5 y AN od. UW bee bad a :loam 4 awe a ud bewb% a¢tdb6 N. 12A W INAa -t b aidua0 bl 202 Lt beg" w4h Is Un Oma 0 1/2 idle., A Rail. Id madw bed ad had J*Ws 4) Rr WOW In ::.other idbda ue wrnA ledrBm bI VWA 40 &M aided rtRw. i—d9 .1-07 + 1411 C . 122101 14 0 uabb ad CMOM 1awacedd Y. a 1tn0ett'> `-4' t Wy.r arets w nail v160 ddlecgm un b reaw b ewai m,e,y o. flwba man ode sevum 160441 a apy9mele 6) shwa Old bbb a rno:.e. 7) P 40 1" b be -- v/ 47 &masm b &mW.d Ir dmww" sedird 4) a taldw udud raw a mil .w.1b •b W an:hiaMd 9) Tbe dw w • W aftta miadMW ee Nom Or sde bad Nita W lmlatdarig. Immsmm r.sWkg ma wd ead e4w d d-wq bw Ow 10) R9. - MA RAW n) Orb,. w acrd rdw to be bected d Ow bdl.m d W UrM a.b rtPF GEMGNAnOM 12rI -. lm 691061 / o - latlm I a°ia. av amrQ 6-2B/2T HM MtAIV 1n.aair d•'a,m..nw..wu 13) Th. ed.iw..(a. d Gids bddW b dwW a .0 mwwq e•b dd bed e achy d slued qVW In ®ads. Nb ASRI 0-910 w do.gM•wd a Wko 14) IRdd/ bem ebdalmml .6= ya91 w aO0 ad haimebl ydwp Web d" be drd o 1w ur rdbdey .yalwa: AwW werAd bei + Apdbd h dwm woboo S 10 sd..d bar Sol.hel hadd bW 1s) for malpaib rwl 1,60b at ftm = ace boa Gam esd b.w 1•k• .bem. 16) Fw bw WWd at dlw % to M. bed NO ad W rA 1.0 d— M We bee am apabMwal .Oo.etl. bads Is) Seta bee bsd m ,dad 4Wp wb b •w A0 530 a W A13 31L 10) AM661d blwtl bad eapedb .eA b .Llaerdby Pa 9Y Rall q a0a11ab, dad awde m4wy ddb (R3uN .eea Ur bred° e`. milds ab.: tet SEE SAFE LATERAL LOAD GRAVITY nowrw M Lp bora r .r omit 4S8 FOR EACH ADOUM l) ®Y am C IrIG7 RE9IFOR110 CMU (RCMU) 959 vr am J a 460 ti i a' —ea. iF3 260 9'-4- (1121 PRECAST 156 lO'-6-(1261 PRECAST tar o d r.:.:: •:' uspar) AZ la Ir Ums 87 M mum ft C UMMasi 55 1 s •Aqua am alas M 43 1r wotwsa 1T0111 1n.aaird•'a,m..nw..wu 13) Th. ed.iw..(a. d Gids bddW b dwW a .0 mwwq e•b dd bed e achy d slued qVW In ®ads. Nb ASRI 0-910 w do.gM•wd a Wko 14) IRdd/ bem ebdalmml .6= ya91 w aO0 ad haimebl ydwp Web d" be drd o 1w ur rdbdey .yalwa: AwW werAd bei + Apdbd h dwm woboo S 10 sd..d bar Sol.hel hadd bW 1s) for malpaib rwl 1,60b at ftm = ace boa Gam esd b.w 1•k• .bem. 16) Fw bw WWd at dlw % to M. bed NO ad W rA 1.0 d— M We bee am apabMwal .Oo.etl. bads Is) Seta bee bsd m ,dad 4Wp wb b •w A0 530 a W A13 31L 10) AM661d blwtl bad eapedb .eA b .Llaerdby Pa 9Y Rall q a0a11ab, dad awde m4wy ddb (R3uN .eea Ur bred° e`. milds ab.: tet SEE SAFE LATERAL LOAD GRAVITY TAM FOR LOAD RATING 4S8 FOR EACH ADOUM 1180 RE9IFOR110 CMU (RCMU) 959 FULL COURSE 1/2.'. t•..!'. 1) 15 REfiAR FOR 6- LQFLELS 2) j5 REFLAR FOR If WlELS 460 CR40 or GR60 SAFE LOADS FOR 4" SOLID LINTELS lc--4mw GRAVITY TYPE LENGTH 4S8 S-6- (421 PRECAST 1180 4'-0- (481 PRECAST 959 4'-6- (541 PRECAST 789 5'-10'(701 PRECAST 460 6'-6- (781 PRECAST 350 7'-6' (901 PRECAST 260 9'-4- (1121 PRECAST 156 lO'-6-(1261 PRECAST 116 12U8 Casr•4mw UPLIFT LATERAL LENGTH TYPE 4S8 4S8 Y-6' (42-) PRECAST 667 371 4'-0- (481 PRECAST 597 320 4'-6- (541 PRECAST 529 258 5-10-(701 PRECAST 407 148 6--6- (781 PRECAST 366 118 7'-6- (901 PRECAST 280 87 9'-4- (1121 PRECAST 187 55 10'-67 (1261 PRECAST 152 43 121`8 121`12 121`16 s.:_•ti.yy;.t. 6U8 6F8 6F12 6F16 is •t. . - 7. Y• 1` i'f:4:•: ';:.;>.`•;`.:;a:: " Vit: -k ; f `:,.:,': 4 1;' : • \ : . • „•' ;tom y . }L.• • . a 458 .'a ,, • - ...'' • • • • " • IF • % 12F28 12F24 121`20 fe •* PRODUITRRVl9n n} i1: ;•. 7'k Buildingd t.,W_au,wFnw;d F 11Jq T I ,,: CMGPARFUNO 191aap • ° ° O' R ID 8324 OR 579 r8 6F32 6F28 GF24 61`20 ^'•.; '/p VAL G.`' SM R. d Iw QA I +-CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAO TABLES JAlNAWE MIMIUMB& 8=20c • • wnc nnrt 01 14 I OfAVV M 1MW1 NINM cub R44 I , oAlr,V2VW I =MO Or CRAM PAMM p1`. - IM 110. 44156 1 DFAM a 11111 1 SAFE GRAVITY LOADS FOR 6" PRECAST U -LINTELS I'll" SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 6FB-18 6F12-10 t6-18 6F20-18 6F24-18 6F28-18 6F32-10 3'-6- (427 PRECAST 2332 2676 3892 500 6148 7227 5297 9357 4'-0' (487 PRECAST 2025 2313 3892 5050 6148 7227 8297 9357 4'-6' (547 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 51-10'(707 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (787 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 T-6' (907 PRECAST 779 683 1459 2186 3151 4524 6654 9357 9'-4' (112') PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-6'(1267 PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4-(1361 PRECAST 457 513 605 1133 1507 1952 2492 3163 12'-0'(1447 PRECAST 425 477 744 1042 1377 1769 2235 2808 I3'-4'(1607 PRECAST 373 417 646 895 1110 1485 1852 2285 14'-0'(1687 PRECAST 351 392 605 835 1087 1373 1703 2f 7 17'-4'(2087 PRECAST N.R. 299 455 620 794 985 1198 1437 U) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REW. SEE GENERA NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 11 N ,NC[R = Y' SAFE LATERAL LOADS FnR R• PRECAST UA INTF1 S iMq SAFE LOAD PLF LENGTH TYPE 6U8 GF8 RCMU Y-6' (427 PRECASF 587 1055 596 4'-0' (487 PRECAST 487 787 445 4-4' (547 PRECAST 416 609 344 5'-10'(707 PRECAST 300 350 198 6'-6' (787 PRECAST 263 496 157 7'-6' (90') PRECAST 222 367 116 V-4' (1127 PRECAST 173 352 74 10'-6'(1267 PRECAST 151 276 58 11'-4'(1367 PRECAST 139 311 49 12'-0' (144') PRECAST 131 277 44 13'-4'(1607 PRECAST 117 223 35 14'-0'(1687 PRECAST 111 202 32 17'-4-(2087 PRESTRESSED N.R. 130 21 SEE GENERA NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U -LINTELS 4Grs,+m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F6 -IT 6F12-11 6F16-tT 6F20 -IT 6F24 -1T US -1T 6$32-I1 3'-6' (427 PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0' (487 PRECAST 1225 1600 2357 2913 3470 4027 4583 4'-6' (547 PRECAST 1063 1592 2084 2577 3069 3562 4055 5'-10'(707 PRECAST 831 1222 1600 1979 2357 1 2736 3114 6'-6' (787 PRECAST 723 1097 1437 1777 2117 24572797 7'-6' (907 PRECAST 648 863411 12494 154419 184019 213519 2431 9'-4- (1127 PRECAST 575 571" 960 ar 1252tg 1492 cm 1732 1972 10'-6'(1267 PRECAST 514 46204 787 lv,IN1121 1336 n 1551 1766 11'-4-(1367 PRECAST 474 404 685 985 CIS 1213 1442 1645 12'-0'(1447 PRECAST 454 367 cm 619 888 1093 1299 1506 13'-4-(1607 PRECAST 402 308 516 736 906 1076 1247 14'-0'(1687 PRECAST 368 285,9 475 677 832 989 1145 17'-4'(2087 PRECAST 532 208 338 476 585 693 803 n THE NUMBERS IN PARENTHESIS ARE PERCENT REOUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERA NOTE NO. 4 O` ENy O 44 oauc 'WVISSD eNldl% W0 We Ffuefd, T Fly •: A-pknftNor4_o T CRAIGPARPoNO SS ' • R 8324 CR 579 A6 L)*dk—a; ua3' , QIVALE•.• MFFNERFL33584 1j11111 FL.P.E.UC•NO.447% CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB lu YWC: OKWFN m" of im" 1411110 $C/1L: II.IS WL -3/24/m COURD K: Cop ?AUK FA - UL W 147$1 _ OtA1rt M lull: RER t r - SAFE GRAVITY LOADS FOR 12" PRECAST U -LINTELS 4I1 w+m SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12US 1118-26 iVtZ-76 Rn6-M iblo-29 UR4-28 17176-28 4rA-28 Y-6' (427 PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-0' (407 PRECAST 2923 4232 5638 7619 9352 11060 12755 14438 V-6' (547 PRECAST 2396 3464 5304 7519 9352 11060 12755 14438 5'-10'(107 PRECAST 1612 2320 3218 5234 8487 11060 12755 144311, 6'-6' (787 PRECAST 1383 1986 2679 4196 6421 10032 12755 144 Y-6' (907 PRECAST 1136 1628 2131 3218 4676 6756 9763 13524 9'-4' (1127 PRECAST 795 1216 1535 2230 3083 4157 5593 7 10'-6'(1267 PRECAST 614 1043 1295 1853 2516 3323 4334 563 11'-4'(1367 PRECAST 518 945 1162 1649 2216 2693 3719 474 12'-0'(1447 PRECAST 456 678 1073 1513 2020 2617 3333 420 13'-4'(1607 PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-0'(1687 PRECAST 321 720 865 1204 1564 2017 2451 3106 17'-4'(2087 PRECAST N.R. 451 631 881 1141 1428 1750 21 19'-4'(2327 PRECAST NR 343 477 700 925 1152 1380 1609 lU w MAMM w rodiu m An POIODIf quu=m Kill GMOE 40 Imo AWED REAIR WE GDWL NOTE NL 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U -LINTELS 4 4w1 SAFE LOAD PLF SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12RU6 WWI 1211T14- IMI -21 IM22- INN -2E IBFJD-21 527 PRECAST 2538 2942 5468 7564 9640 11669 13679 15679 4'-6' (5{7 PRECAST 9 2740 5466 7584 9640 11669 13679 15679 5'-8' (687 PRECAST 7 1841 3555 6395 9640 11669 1J679 15679,4 5'-10'(707 PRECAST 9 7703 1758 3361 5954 9358 11669 13679 1567 6'-8' (807 PRECAST N.R. 1430 2633 4415 6884 1 1257 14804 7'-6' (907 PRECAST 9'-4' (1127 PRECAST 1203 2157 3494 5259 7922 962 11324 9'-8' (116) PRECAST 389 843 1451 2157 132W. 4427 5417 63801 SAFE LOAD PLF LENGTH TYPE 12US 12F8 RCMU S-6' (427 PRECAST 1295 4841 393Ag 4'-0' (467 PRECAST 1295 4841 299 4'-r (547 PRECAST 1049 3922 2417 5'-10'(707 PRECAST 681 2547 155 6'-6' (787 PRECAST 579 2167 123 7'-6' (907 PRECAST 474 1771 914' 9'-4' (1127 PRECAST 355 1326 580, 10'-6'(1267 PRECAST 306 1143 454 11'-4'(1367 PRECAST 278 1041 38 12'-0'(1447 PRECAST 260 971 345,4 13'-4'(1607 PRECAST229 5658 857 278 14'-0'(1687 PRECAST 216 809 251 17'-4'(208' PRESTRESSED N.R. 63-)v 16 19'-4'(2327 PRESTRESSED N.R. 534 1306 3" UU'161VL "V -C 10 SAFE LATERAL LOADS FOR LENGTH I CRv l zmr o - W -- 4'-4' (527 PRECAST 1295 3692 2 4'-6', (547 PRECAST 1213 3458 2417 5'-8' (6n PRECAST 784 2236 165 5'-10'(707 PRECAST 747 2129 155 6'-8' (807 PRECAST 602 1716 117 7'-6' (907 PRECAST 504 1438 914 9'-8' (1167 PRECAST 1 355 1 1011-(%62911,'. SAFE UPLIFT LOADS FOR 12' PRECAST U -LINTELS CmsW+M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12R6 -II IN12-2112F16-1112F10-2112FN-lT 2728-211332-2T Y-6' (427 PRECAST 2752 4287 5613 6938 8264 9589 10915 4•-0' (487 PRECAST 2369 3721 4872 6023 7174 8325 9477 4'-6' (547 PRECAST 2113 3291 4310 5328 6347 7365 8384 T-10'(707 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (787 PRECAST 1444 226%,2972 2426 3675 4378 5081 5764 7--6' (907 PRECAST 1267 1767 2563.1,3194,j 2776 3806 j 4417 5028 9'-4' (1127 PRECAST 10281171 4 20064 2590 3087 3583 4079 10'-6'(1267 PRECAST 920 947 1612 2281 2764 3209 3653 11'-4'(1367 PRECAST 8580 629 1404 1982 2441 2902 3364 12•-0'(1447 PRECAST 814 753 1269p 17 2201 2616 3032 13'-4'(160) PRECAST 678 6331057 1485 1826 2169A 2513 14' -0 -(Mr) PRECAST 622 58600 974 0 1365 1679 1993 2309 17'-4'(2087 PRECAST 434 427 695 964 1162 1402 1623 19'-4'(2327 PRECAST 366 370 593 817p 1002 1187 1372 W W KWW5 IN PAAQITHM AAE PERMIT ACOIL'IAN6 IN IGIM40FmOAMIDMWXSEEGDMNORM0. 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U -LINTELS 4GI6 F Mw SAFE LOAD - POUNDS PER LINEAR FOOT 1 I8626-2 12MO-21LENGTHTYPE1216-21 I1RF10-21111R4- 131TV 116'12-2 527 PRECAST 1626 2685 3746 4806 5867 6928 7969 4'-6' (547 PRECAST 15M 2562 3602 4623 5643 6664 7684 5'-8' (667 PRECAST 1210 2042 2850 3656 4466 5273 6081 V-10-(707 PRECAST 1173 1964 2769 3553 4338 5123 5908 6'-8' (807 PRECAST 1020 1538 2426 3114 802 266343193628 4189 5177 7'-6' (907 PRECAST 904 1226 21 2776 3390 ZOOS 1617 116') PRECAST 703 771 1412 2181 2663 31 3628 W AHE MAMAS N PAWOHES AAE PEAtt11f HEOXMW FOR aLL V RL1 "VIE I0 . NWIM 0 PAMOMM AAE PUM11 MUC1016 M AN. GUM 40 Filo AMM MaX SEE GD NOTE In 4 ;: • ENS • , /01mD ADDED WAM SIL CFAEML NOTE 110. 4 L 447 ORMUCT RP.vNseo m Nr'i6l a -o 0Pturru. Y 41== Duk 0 CRAMPAMU, 03 o!8 CR 56124 79^ 0' t`3;• G\ `•1wEA3:1584 SEE GENERAL NOTES - SHEET 1 OF 3 ''AAin" REVISION I S NAi N``'4 FLPE'LTC ®.11Lp56 w yM : { WE _ mwCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES a •mm 16E NANO mm -14 pwFN 61: MU AAMW »>tw la I.p"-0r•SI R 0AIE1 E am= m GEIA PA6O10, M - 6OL ID. 44136 WAimm U4711 SXILI 3 N 3 M IAM I -DADS MIAMI DARE 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) www.miainidade.gov/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 atter 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 tho 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 l 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 Renewal 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 renews NOA # 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Hglmy A. Makar, P.E., M.S. NOA No. 16-0126.03 MIAMI•DADE COUNTY EXplr'atlOn DAtC: 05/21/21117 Approval Date: 04/28/2016 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, tilled "Cast -Crete 8"Lintel Fabrication Details'; prepared by Craig Parrino, P.E., dated 06/07/96, revision #1 dated 11/08/96, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06/07/97, revision #4 dated 04/28/98, sheet 1. of I, 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 (3 6) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07/30/97, signed and sealed by Christopher A. Ramon, P.E. C. • CALCULATIONS 1. Calculations for Cast -Crete 8 -inch Lintels, dated 06/06/96, 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 11/11/96,45 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 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report 420-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certif ed Inspection Report #58-A 66332 dated 01/28/96 for #4 rebar by Birmingham Steel Co p. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for 95 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M] 9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. azan:: y A. Makar, P.E., M.S. Produc ontrol Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #184-M20749 dated 04/05/96for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. , - None. B. 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 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 42 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 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, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 3040413, dated 04123103, signed and sealed by Christopher A. Hamon, 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 and 2.1 through 2.336, prepared by Craig Parrino, P. E., 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 Manual for Pre -stressed Products dated 2002. iy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-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, P.E., 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 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 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. H&6 A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 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 1 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, 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 02/0312012, 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 1 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. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for 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 sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Z/ He A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0326.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. -CALCULATIONS 1. None. A. 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 January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. L' / 14 H41WA. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-5 Y ' wR V Wl06ILL riff[ 1[xN RIT Y' SIiD1 W nW IpiW N[ Y' SNf9 HIGH STRENGTH PRECAST AND14A=TRR RE' t PRESTRESSED CONCRETE LINTELS ly4• PRODUC.TRIINITWED win$ 60. NxIPI7106 wi0 the F7orwe Bw dm6 CMC 93 j . o/ 7 c Oiaav m m vo mi •r Wus[ A6 C61WN e- P[ A.+ W/ 2- arcorss 6 • -MTIt e- PpRAST U-LMfEI ' PxESTxE3<Ep LL_IR 11 r1 xRESiRE [O II II . L4 fL R[MfORG [ G rf IIxIC.TIpN YppEr 7/32-d BAR S71RRUPIS n^.r. nw 1 TOP f•f•" A- TYPE -e- STIRRUPSTYPESTIRRUPSY uw r`S 7/SR-0 BAR "1 STIRRUPS M 5"-S' LINTELS T!i a ( 1 V a B LINTELS UNTM I"^cs'•`i "1ei ffi" S STIR UIDETAILS STIRRUP DETAILS sena a4C— I I s41sI arx 6• PREC_ .JL i w/ TWA' CESS U-LIMEL SPR-S_ Ia`ll-UN.IEL 6' PRESiR SE y-MEL 8" PRESTRESSED U—(INTEL DATA TA8LE 8" PRECAST U—LINTEL DATA TABLE GENERAL NOTES: 1. 1a116611toc STifl 7/32 IAI ASIY As101 N. /4. s. N010 1NE TIT4L NOWQ of SU"W Is Rmf6 a6A0f w /sN ulk 7/16 02x RfW[N n eauxlC6 SfM10W TROY Gql11ucIpp1x0. Or to vol 1rt 1UAFCq050SPACINGTpan[ 31=C CbfflffrW—NIO 14'-4' 0.134 6<i 1 -] 6 4 a 3 - 6 3•-6- 0 s 424 03 ROAR X-3" 7 32 BAN Y -Y'• A 4 OAK= IMM t W-RR14TlITM FREsraaSM END 6I TRC [016°6!910 [A00 roe cxAww 067 OAR 1 -3 32 IS -7 4031. 9 6 -0' OA31 131-11- 711,32 W 3 - A 4 SIRANO AS• 4. TRW TICIf. - R0. a CAVE0G1CC Ig00. S11wJS 1 SIRVrf 011-639 772 -3 732 OAR 1T'- 2 { O J -e• 9 1'- O 1 161 /3 41-V 7/32 1 - A CgIC6QC Al1O1611s r. • =0 PS roi 6' FOR CACI Om 713 1 -3 10 -1 4 O 4 -2 0 i -{ 0.040 5 - 0 A f r17316W [I tO1f0.fi f. • M00 151 IOe JILL MCAST 6 am 1MRS, 23 roONW rOU 1160E IG 7 32 -3 707 10-0 7/31 O R 11'-L• 6 0 3'-0 7/4- 10M2101 6 - 0.014 1 4 RIiRAN 6-b 31 OAR - 6 7 i3 ul1 6-:- A Uff OfFoZOUWW6IC OH0 W UN CLLa N AL KM rNFsl m r6Ne1 . an [ 1r.. OFa /IIWIICZ4p U[Rt 619OONNJO eAOf 7 3! M 1 -37•- Olt 7/32 OAR 21'-10.0 0 S' -t0 3/4'110 170 REOAR 4 s161Ra0 r6LSIRfi[D To Itis[ UrtM6 An MAYa6m IOWA& 0.116 732 B/It I 9 693 7/31 9U1 23•-10.6 0 {•-0 1/O' 1010 -0 O.00 336 4 0.W • -i- 6• 6 37e 1 REMN 0-6' 1 -!• • ! NFMR I t -0 s 3 REWI 0'-- 1- 3 11[6AR t' -O• J - 6 EN•. 8" PRECAST W/ 2" RECESS DOOR U—LINTEL DATA TABLE I-0 0.11p 11-11 3•_ • o, Ie0 ! fit IY-3 3NC67RIl- 3-0 6 s Rtau t - 3 • a•' S '• PROOUCTIICv1UlD wM10u Fbrldf yr= NOT rfna` RWId1O6 C"WWWs Col od[ fly.;• v = AcpplWee N[I o 03.02 1'-6• •-1' 3'-0• 0.030 116 /3 6FRAR 7/32 OAR 3'-9- 1 N/A 4 LW411mi Ulla 6 gl 7 3'-0 {•-0• Y-4' 0.077 1- a -e 0.0Q u BARI V-110' R A 31 6 0 l•I . Q•; SFE LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS 11• oREc RT R OREE9RFD U41MMLS aseian' SAFE LOAD PLFSAFELOAO - POUNDS PER LINEAR FOOT TYPE 6436 us -OB 11112-0 eF36-W e17D-OB 624-06 111211.1111 e13Z-09LENGTH 1598 96-19 41`12-19 616-111 SM -le 61`24-16 976-16 SFS -ie 3'-6' (427 PRECAST 2231 9 300 3719 4605 5163 6113 6101 7547 4 074 9502 10394 10931 11609 4'-0' (487 PRECAST 1966 2511 1693 2751 4605 3420 113 4116 7341 5961 074 7034 10394 107 1109 4'-6- (547 • PREC!Sf 1599 ISM 1110 7931 3753 1576 6100 021 452 154 110 4375 6113 7547 11672 10394 1146 5'-4- (641 PRECAST 1217 049 163 1136 360 190 530 2560 750 3123 7342 306 6733 4249 10117 5'-10-(7301 WIECAST 1062 1103 1461 1173 m7 1631 436 2060 7160 2549 3009 7151 3470 ms 6'-6- (781 PRECAST 906 ins 2177 340 3071 3701 43113 5061 116 40 I23$ 2177 310 5351 6390 Iowa eats 7'-6- (907 PRECAST 743 roll 1011 17M 1729 26M nil 2205 364 208 501 3191 NQ abs 6472 9'-4- (112`) PRECAST 6" 110 1625 25" 310 28111 3202 110 1451cm 752 1245 ISO 2560 310 4705 6390 10'-6'(1267 PRECAST 475 643 Wo 1052 1247 1513 2691 2093 2177 2791 2163 364 2516 4754 11'-4'(1361 PRECISE 362 set 96 16 130 1366 1846 1646 2423 2423 3127 3117 40S 4ao9 12'-0'(1441 PRECAST 337 240 40 en on 1254 Im 1684 16N 2193 2193 zams 205 5162 5562 13'-4'(160' PRECAST 296 471 471 753 755 1075 1075 1425 142$ 16.0 Ito$ 2316 23111 266) 203 14'-0'(1661 PRECAST 279 424 441 m 705 1002 1002 IS76 1316 1697 107 2127 2127MR 3W 2630 14'-'(1761 PRESTRESSED NR 456 OR m MR 1370 IaR Igo: Z4 2243 MR 7517 NoOR 7121.2 15'-4'(1841 PRESTRESSED N.R. 12 412 1111 710 OR 1230 NR 1737 381 103$ KK 2]2D OR 2S13 17'-4'(2081 PRESTRESSED NR. Sb NR 630 NR 1326 AA 160 19 1049 OR 200 2321 P(tESiRE55ED NRNO lm ttt 420 ltt 750 NR 1031 OR 1262 NR 1515 Kt 1716 21'-4'(2551 PRESTRESSED N.R. NR NR KK NR NR M 1043 22'-0-(2641 PRESIRESSEDr.R 310 596 415 1114 1350 146 22'-0' (2641 PRESVIESSED NA 227 MR NR MR NR NR 114 121 171 202 267 319 315 550 7$4 1047 1265 13M 24'-0'(2881 PRESTRESSED NR. 25170 IOt 450 5634 RR 1 04 NR 1092 IED j) TIE NWBERS IN PARENTNESIS ARE PERCENT REDUCTIONS FOR GRADE 40 RED ADDED REBAR. SEE GENERAL NOTE N0. 4 ON S14EEI 3 OF 3. OF afi`aam. SAFE LOAD PLF TYPE SU6LENGTH 8F8 RCMU X-C (421' PRECAST 1025 1024 1598 4'-0' (481 PRECAST 765 763 1309 4'-6' ,(541 PRECAST 592 591 1073 5'-4' (64) PRECAST 411 411 745 V-10'(707 PRECAST 340 339 616 6'-6' (781 PRECAST 507 721 490 7'-6' (901 PRECAST 424 534 363 9'-4' (1121 PRECAST 326 512 230 10'-6"(1261 PRECAST 284 401 180 11'-4'(1367 PRECAST 260 452 154 12'-0' (1441 PRECAST 244 402 137 13'-4-(1601 PRECAST 217 324 110 14'-0' (1661 PRECAST 205 293 1 100 14'-8'(1761 PRESTRESSED N.R. 284 91 I5'-4'(1841 PRESTRESSED N.R. 259 83 17'-4'(2081 PRESTRESSED N.R. 194 64 19'-4(2321 PRESTRCM N.R. 146 52 21'-4'0561 PRESTRESSED N.R. 125 42 22'-0'(264) PRESTRESSED N.R. 116 40 24'-0' (2681 PRESTRESSED N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U41NTELS gi7 R476i V SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 6111-ITeflt-IT 06-11' 111`21117 af24-IT 6F2a-17 eF32-17 LENGTH US -V 612-21 616-21 973-17 11754-2t 928-21 111`32-2r 3'-6' (121 PRECAST 1569 150 MS 260S 4 3524 4391 4394 683 526 6132 6132 Tao, 700) 4'-0' (467 PRECAST U63 2305 300 Sats 4570 SM 6079 1365 2305 3060 31115 670 sm 6079 4-6' (547 PRECAST 1207 IM 2107 3373 4043 4711 5379 1207 2640 2707 3375 1 4W 011 5379 5'-4' (647 PRECAST roll 1010 nl 1715 m6 2276 2636 8111 3399 3369 3961 3961 672 4522 5'-10'(707 PRECAST am 929 1567 150 1060 2593 9) 3107 3107 3620 3620 4133 4133 6,_6. (.), 435 14 1 2329 2 . 3251 3712 1135 1101 1660 2329 270 3251 3711 7'-6' (901 PRECAST 757 757 1 1224 1621 1624 lou 2026 2 24211 21121 21127 32211 3226 9'-4' (1121 PRECAST 591 7111 1131 1474 1615 2157 25Wnd 591 662 1315 1643 190 2294 2619 10'-6-(1267 PRECAST M 37S 1916nd 110 1451cm 174W 2011 530 693 110001 14n 1M1 2053 1 2346 11'-4-(1J61 PRECAST 414 491 304 07 00 1042ml 1037 1372 1274 IWO 1513 191spil 1757 2147 12'-0'(1441 PRECAST 410 410 4558 n sso n4 40MI 9n 1302 1 130 IN) lel 150 2075 13'-4'(1601 PRECAST 413 4211 • 3116 40 7110 745 1159 964 141$ 1113 1 1375 11167 14'-0'(I 661 PRECAST Sao 410 3511 413 566 T7 Id M 1067 09 1054 15112 1229 107 14'-6'(1761 PRESTRESSED 239 246 331 ft, 395 57$ 6m 072 90 gog 1125 11 9711oo Islead 1431 1734 hil 15'-4'(1641 PRESTRESSED 724 230 313 30 10 ad 416 A 627 90 70 124 911 140 164 160 17•_4'(2061 PRESTRESSED 192192 263 306 415 506 CA 521 740 676 loftn 751 1271 1173 1473 19'-4'(2321 PRMUESSED In 229 3411 t4 447 S41 641 747 166 26.7 419 tj 623 p Imled 1059 lm 21'-4'(2561 PRESTRESSED 142 301 m good 50 6% 142 M 373 97 751 us 1043 22'-0-(2641 PRESIRESSED 131 197 795 379 462 546 673 137 227 353 13 653 au on 24'-0' (2861 PRESTRESSED 114 121 171 202 267 319 342 435 410 601 492 757 617 ale SEE GENERAL NOTE NO. 18 ON SW 3 OF 3. T F+tooTlct ermlnt,`"A rp 191E PEIMM IEDIICIIOIIS FOR 4RADE 49 GENERAL NUTE NO. 4 ON SHEET 3 OF 3. N •. Z i I+R9ouc Rav3Mo 91yin6 d0ANn P7aNdn rE CRAIGPARRINO CD9a0o0134we 0 oZ R' •` 6324CR579 Al e' G\` SEFFNER.R.33M it 11 FLP.ELIC.N0.44758 11147`6 CRETE 8" LINTEL FABRICATION DETAILS oRm in bac wma Fc - 6m IL 41336 x10 993 0 v_" Q my or 419E 142m t-®.M4991 oulln u101 9119163 R SAFE GRAVITY LOADS FOR 6" PRECAST WI 2" RECESS DOOR U -LINTELS 414 757 444 04 1 9 SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE 3318-0e eerlo-69 e6F14- e9ne-6e ea W76-00 M30-0 LENGTH 6RU6 MG -18 17310-13 4181`84-1 81615-16 6U22-18 W26AS W40-19 1'-4' (52`) PRECAST 1615 1749 3355 3260 4349 5421 6403 7567 595 786 1691 3619 5206 6639 6060 9179 10693 4'-G (547 PRECAST 1491 1596 3063 2992 3966 4916 5924 6904 5'-8` (667 PRECAST 675 1755 3699 52M 6039 6060 9479 10693 5'-8' (687 PRECAST 666 920 I7m 1716 2277 3911 3402 3966 1207 1741 1167 201 4997 009 7917 9311 5'-10•(70' PRECAST 610 059 1653 ISM 2124 5m 3174 3700 1080 2429 1113 2742 042 6619 7402 8716 6'-8` (807 PRECAST 797 901 7675 3120 5048• 15743 9448 7360 2567 2ti6 Sol 1625 3120 5048 1766 9479 10 T -G- (907 PRECAII 9'-8` (1167 PRECAST 755 1490 2459 3776 1504 7239 6623755 95 560 1490 2469 3776 2010 3996 10699'-0- 1167 PRECAST 411409991502237 4091 3146 516 999 1566 2253 4150 5691 GAFE LATERAL LOADS FOR R•' ORFrA9T ad 9" RFf.FCR nnno 11.1 tmTFI! e/Rm SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU V-4' (527 PRECAST 758 757 1164 4'-6• (547 PRECAST 694 693 1073 5'-8' (687 PRECAST 408 407 655 5'-10'(707 PRECAST 382 381 616 6'-8` (807 PRECAST 595 786 464 Y-6' (907 PRECAST 509 674 1 363 T-8' (1167 PRECAST 370 490 214 J) THE RUM IN PARENTHESIS ARE PERCENT REDUCTIONS FOR CRUDE /0 • SEE GENERAL NOTE 16 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 TYPE 011r6 -IT e6F1Q-I e9f11-1 BRFIe-1 69f22 -I1 GENERAL NOTES Yal1) abb: 12) Udd. Wr. w ad .A 6-1/2' W4 m(a<..I oa ads to .anmad b 1`e e' peeml Hol " 1000 W 044 td reid•d.q •d y«tg ro prosin.0 GUI - 6000 pd f. 6•d - 3000 cal dU nect err J Heb apry.0 13) w Wain .Wan at Gdb Im1de6 b cdedw coroutb m seal .db dual two ma6y of dame q0W ie aaaWrc..I0 ASTII 0-424 or Mr 4pm d anG6. d. reawy1. mla (01101 pa AS CIO wY w— nlm441 3056 raeW( AM AGO Gg0b4 a Ap 14) U.W blab A W Ata* cRJ a<NW(ymAt « .4491) 0434 Aa44dd (b1aoQ b.6 d.W to d.dd 417 Oa norYirrlb46ap dUS Im lodri 4mYpePtshdrWperASWAmGrab270Inmbadim alaler per ASW Q70 ilp. N or S Ants! "W bW WuM toy 4OW odd do bob 4 Safe Iodmdd law S IA2) b ..le bb 411« bo«4 «mV!— 4 inch wbd be&Vg. bads N boSoldIpstillEmeAumS46.. 67== 15) for emywU Hol 6<yNs ad ddm. an cap bob ram ml car "Ill .mm0°ua'l" 7b02 bI 4445 6 'r` 16) ra Gold WiOw m1 dma ate mp bol 6m hod b" hap dmn. 3) ft" M polo 6M mt Ned Imh 17) Sb b.b a« a0•(olnac4 or.ib bora 4) M • .Jv b pa.r0edc i.lbd« w percent rdadlr Ip ow. 40 no oebd r<bm. 18) $.b bob 6..b oa r.fdml dbpr am¢. pr 601 S70 ad M 30 6b>m7114 7-6' U<ld IF32-15 .dyo. gmay bed - 6472 W IS) A6Qa"d bbd bol <.p. s7 w M o61aM Try 004 drayaa y pdrnG al/lrtdISTrsORfde4GotGAJ) . 5901 p6 rid ..6 need. anealry mts 61ah Wbp. err Galrl. « dura Weer: mEcUft wSr/ llpet .. and bap m«U 0 1160i0CLLI m wtlel W fbAda br6rry X6)) SA.ra ADW told. « mooel W 7) 0. 17 nk, ea7 be ats"d la In /s nbom d) b1.WWdk*.A of GW rml «orb .0 w •0•lubed at/a Woolard dX9Mt6 9j mwiato urqW co ia'a. mWin «ad ftmrontd hammy Um tba Is. d .".I. 10) RR . Nd IOdd IQ Wis. 6M Wdd rdru to W i"A d Gua bottom .1 w 1&1 4..01: 1/2' CLR T W — . SEE SAFE LAIFRIL LOAD FOR EACH LADDITIONAL REIWORCEO CI10 (RC 8 FULL COURSE A 15 REM 6 0 of GR60 M SAFE UPLIFT LOADS FOR 6" PRECAST w12" RECESS DOOR U -LINTELS 4 -X -4 -am SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 011r6 -IT e6F1Q-I e9f11-1 BRFIe-1 69f22 -I1 9 -IT eRF39-11 LENGTH 6.iF6-2F 6W10-21 G 14-21 Will- GRIM -2T 11IM-: 9RF30-21 4'-4' (527 F4IECAST toy 1663 230 3056 3751 4445 5140 toy 1665 2152 3033 3751 4445 5140 4'-6- (547 PRECAST 067 1604 22272 2939 3607 4275 4943 367 1044 2272 2939 3607 4175 4943 5'-8` (667 PRECAST 675 12 1797 236 Zest 3332 3911 675 1219 1797 23M 2654 3J52 3911 5'-10•(701 PRECAST 655 1207 1741 2259 2773 3706 2709 651 12M 1746 U7S9 2773 3266 270 6 -8' (807 PRECAST 5m 029 15V 1080 2429 2879 3329 570 I= 1539 19W 2429 2611 3329 7'-6• (907 PRECAST 712 1364 1765 26 2567 2ti6 506 egg 1364 1766 2666 2567 2963 9'-8` (1167 PRECAST 480 666 1222 1504 1359' 2180 95 560 1072 1366 1701 2010 tJ31 infil' . r Irl.I.\iGTi IY T 1704 d+[ri I11 i.•Itrfyi 9c7 r '',; ,,•, 1,,° FABRICATION e DETAILS ri.d 6 a:u:7:w:lavinu: t:rrrrrrlm d) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 IDL (!) REOb TYPE DESIGNATION B 8 fi r-"m619alall/V.111 1m0 r W"ffV OF /5 WN AT 1 am OF MEL GMn BF16-1B/IT r c' • is REWI Ar w infil' . r Irl.I.\iGTi IY T 1704 d+[ri I11 i.•Itrfyi 9c7 r '',; ,,•, 1,,° FABRICATIONe DETAILS ri.d 6 a:u:7:w:lavinu: t:rrrrrrlm IDL (!) REOb Ih' CLW r c' • C3A0. am is mot N 80109 OF IMI& Wff 2 WyN WtW.t• l F2S 80TIN RlWf011m . 71:304. NMKD N WW1 V, EN ' ••• e• wlmravolx ( REN5WED Q viW IDc Flmide' 0.•) a b •• " PRODUCE Itilvis) aplin-switbo RDoUo No 16- om- o 03-*' '*: b r. OF• I CRAIGPARRwo dtmvbalto Nn! OZOe1raaDJb: e,6 ammo CCI R 1 6321 CR 579 HWbi` i,.Se, .. _. 'e1 0 SEFFNER. FL 33566 d infil' . r Irl.I.\iGTi IY T 1704 d+[ri I11 i.•Itrfyi 9c7 r '',; ,,•, 1,,° FABRICATIONe DETAILS ri.d 6 a:u:7:w:lavinu: t:rrrrrrlm MIAMI-DADS hHA H-DADS COUNTY PRODUCT CONTROL SECTION DEPART 1'IENT OF REGULATORY AND ECONOiVUC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADNEMSTRATION DIVISION Miami, Florida 33175-2474 T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Nviv%v.miamldadaeov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE. This NOA is being issued tinder 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 (late stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the ANJ (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 perfonn in the accepted manner, the manufacturer will incur the expense of such testing and the AIV 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 detennined 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) 411,611 & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing 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 "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Perrin, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Pan•ino, 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 C6unty 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 1he'manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA revises NOA # 13-0321.07 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. 14-0903.03 MIAMI DAOE COUNTY v'-' % I%.= '"-• Expiration Date: 09/11/2018 Approval Date: 10/09/2014 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-060.5.04 A. DRAWINGS 1. Drawing Alo. FD4612, tilled "Precast and Prestressed Lintel Details", sheel I of 1, prepared by Craig Parrino, P.E., dated Alarch 24, 2003 rind Drenring No. LT4612, titled Cast -Crete 4 ", 6" R 12"Lintel Safe Load Tablas", sheets I through 3 of 3, prepared 61, Craig Parrino, P.E., dated rllarch 24, 2003, last revision #1 doled April 28, 2003 both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on 4 ", 6" ce 12 " Precast Concrete Lnttels Filled and Ur f lled Models•, total of (13) concrete limel specimens, per ASTi11 E-529- 94, prepared by Applied Research Laboratories, Report No. 30404A, doled 04110103, signed and sealed by Christopher A. Hamon, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete Linlels, dated 05129103, 207 pages, prepared big Craig Parrino, P.E., signed and sealed 41, Craig Parrino, AE. 2, Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quali . System Ala rrtal for• Cart -Crete Alaclrirre rllade Precast Lintels revised on Alay I, 2002. 2. Cast -Crete Quality Shstem Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing A'o. FD4612, tilled "Precast and Prestressed Lintel Details", street I of 1, prepared by Craig Parrino, P.E., dated Alareh 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Sqfe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated Akn-ch 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Alone. D. QUALITY ASSURANCE 1. A1, Hiand-Dade C'otmty Building Code Compliance Ofce. E. MATERIAL CERTIFICATIONS 1. None. I fL` - Wiy- A. Mahar, P.E., M.S. Product Control Unit SuInrti•isor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 11 12-0209.12 A. DRAWINGS 1. Dra ving No. FD4612, titled "Precast and Presir•essed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated Mach 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Scrre Load Tables'; sheets I through 3 ora, prepared by Craig Parrino, P.E., dated March 24, 2003, Inst revision dated March 11, 2003, all signed and sealed by Craig Parrino, P.E., on dlarch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. Alone. D. QUALITY ASSURANCE 1. By Miand-Dade Corrnly Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter.T-om Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., cer•lifying compliance wilh the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 013-0321.07 A. DRAWINGS 1. Nate. B. TESTS 1. None. C. CALCULATIONS 1. Alone. D. QUALITY ASSURANCE 1, By ATiand-Dade Corney Depar lment of Regulalory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. tel ny A. Malcar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2011 E-2 Cast -Crete USA, Lie. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Draining No. FD4612, titled "Precast acrd Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing Alo. LT4612, filled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheels 1 through 3 of 3, prepared by Craig Parrino, P.E., dated Alarch 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, elated 0811912014, pages 11.201 through 11.236, prepared by Craig Parrino, P.E., signed and sealed 41, Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Mian i -Dade Count),Department of Regulato», and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER I. Letter fivin Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed 61, Craig Parrino, P.E., cerlifi ing compliance with the Florida Building Code, 2074 Edition. He1q1FA. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-3 r rsrara ter. G4 6 47G Ulm NMUN O m IF1'3^l rd0 F7iiLrl E3 1i t7d O i143["!]® Cfr IGS rF.li:3Om Vc1i'!Jl1GS[QO D®T•lrP1 mJ•lL'111f1f1rF1Tr LnL'VL:1'::.IL li 4 QI31 11` [)m Ci'E1fa VLII'_'_lOmi CrlrO sla F16[ -f r ©i•2i +i-• mal[©TFT.'Si I3Qy Si C7m•7!!JrFL"'-i [3•y VLL1C]rJLIO PLa[::71117ru;r`O iv®o aE}41fi7 i]14J•'•r'-'•l1:Si rzsaosQ•ttilru lrr3lreu encaVCooa•[e-T" -tip rrc corrta_rro rtus :rraar o am[e T•„,,- moi K11=9 astarta_Lraayrrstir rr,ae oa crrus F lrt7II-113100" 197"" MINIMis 4P. rxr uru rts._rnoacyo mryvtarEI=lIU=A rei_:rc3eyEr" o CnI:1,"L1 Ii fir?! rIj11 5 a 10rr7o1"v orAmutarLlocafiai[rualm t:l r.att : lsJucmv®r on o rr raar r cm•r.41 I, WrLr"n wleaw r o®rZsls rrrsalrsrnrwvn r:.lr$sa -n rQl u t ratansrmra raaRTtsr_aru.rsaran.r+iraa,r t ao m s„ ...,•s r, raar isr.r r rtut_*r$vctfr c'1: .•11i,YY:_,,ir.cu r:r•i s crresamrou:lrFrnEulrurr$rvrxu rtfG9U=lWr slris rt"'imr:rs c f rt rr rratt7 lOr CffLE7®c_:F7 i1 Jr:LT!_l ocuJ veDC7m r:7n ftp if iG l®r13...!:.lrTd r2L'L":fF2l CL•.7f rFSCSi R"7ff7F1rFL•irf 0 T T`IF4!7C CGf cicy r<_n.Uc,cr-- L6Mrui.- uc•=vuurnW GOIF7QCI [1GL L:.'7!'iJ rra- - LJQ1ta Vl:.i-.i LlCll n.rrrrrn Mrte r.^Q r<r. r r G9riF:irRlrlf:.L:J[CCi•rlf.Li_.'.iCCYO rfL9931TEwrm rTr;•Tn mo•ru1L_iF.maGOlo r•rrr•cr r*•-,nrt:r ilr.,.:c.i n rvry Fav r rrsn ri®®mRLIA En"rff •®E}tCSo r,, «. SWNK FL 33594 4 r%i ;:1a b9[H: rf• r T- RETE PRECAST AND PRESTRESSED LINTEL DETAILS mita MENOMONIE N GENERAL NOTES I) AMelkb: re 4' raerd ibM - 3000 Fd fe 12• rae t frad - 6000 sdcnb37000 Oddb fU01) Or< 31b1• p0 . knrirmm lel arm caapreare Or 1900 r• rr6af per ISN 115 60 moM per ASIY 0270 tAm Y d 5 2) AN mto tont toble bmtl w reieeimum 4 brh r•.id b"hg. Eio2lioa MI6a t r t. P11 b wi4 two iia. um 6 1/2 athu. 3) Provide full mods bed old Imd *ft 4) th Momba b pmcaNmb inflames O. Pe .t M*XU a fa sde 40 GeN added rem, ode pa,9 1r r/ 7-4' tkdtiI/iieda to 14L ((di) f 1276 par 117DM s) w 146eU neat > coned 1peP I_..11 -4 - el. 11Falmlrt6 s by amenLAW dc0ec014 1*Mo U. b ioited tr ce illm -.tkg IM Flaw RMag cede S.W. 150411 m 6) Leon Glad L kb m r.V.& 7) 4' r61 G.00 b be inlded ./ 4' fae.mba batimnbl cal ir 6w u, wGmL 6) Aadjt1.QUm/albdrmenl d Feld oud —* 4191 the =Mocbrd aN/a e1luI d.cunlds. 9) the dmiyw mey embx:. a =dWti d Amb tom Ne sdo bad toms by Ladd bgthe manpaw -burgg —1 and rhea d6 -0.4y 4am IM est 10) tut. - Rd 1Lobd 11) 6dtem r.b 0044 rcW to M $MW d 0. bdom of m Intel mm2. 12) 6' 6 ii Untde n eondadad e9b S-1 b•9 •el * al tw tnb b acaamble .srllcel cJ rabdadrg d WAW in ukew13) abe•w romnry of sbxm gwiIn ..Am C mo a cum am. rcd mft 14) IAxeb Io00d da.r1•.a07 .Zh .v6d {nwiF/ .r ud6% keds dwM be chrcld Iw tm mrN 01efp t0(i IAe I Apw serGml in + 4ow b.bm01 bad S ID sae .abed bed S.I. hwk. W bw 15) 1`v m posib Md be4tb not d•.m m• sok bed tra- cad b.sr h%a st. m tel For row Im9W nal 4x•1 u:. de kw rrem mt wq a k o Jaen 17) we b.b 410 srpelbpmed .beam loot. 16) Safe bads b01td m mlbrd design %.*tb per AO $J0 and AO 316. 19) AdA6"d Moat bed cepad3 a4n M Jbnd 9u by pralFeg eM2bd reed•ad ,•avele matey r le (9COQ ebe.a Ue lots 5r tieki bd..c 3 SEE SAFE LATERAL LOAD TYPF DESIGNATION car •eaa /. • a.o4a TABLES FOR LAAO RAIM Fr.alta I I mar a e mn• 12F16 26/2T apo IsMi L mm a=w FULL COURSE 789 1) 5 REBAR FOR G LY11ELi 1/2' wTTP ex t0 seam fm er um 360 Menge v tong; 260 9'-4' (1121 PRECAST 156 10'-6-(1261 PRECAST 116 cw TAX ra rr mas 87 0 •a!®m r mms 187 nne iaaaeaa 11 5 - ACRAL 10'-6-(1261 PRECAST 12' 11=01, MOTH 12) 6' 6 ii Untde n eondadad e9b S-1 b•9 •el * al tw tnb b acaamble .srllcel cJ rabdadrg d WAW in ukew13) abe•w romnry of sbxm gwiIn ..Am C mo a cum am. rcd mft 14) IAxeb Io00d da.r1•.a07 .Zh .v6d {nwiF/ .r ud6% keds dwM be chrcld Iw tm mrN 01efp t0(i IAe I Apw serGml in + 4ow b.bm01 bad S ID sae .abed bed S.I. hwk. W bw 15) 1`v m posib Md be4tb not d•.m m• sok bed tra- cad b.sr h%a st. m tel For row Im9W nal 4x•1 u:. de kw rrem mt wq a k o Jaen 17) we b.b 410 srpelbpmed .beam loot. 16) Safe bads b01td m mlbrd design %.*tb per AO $J0 and AO 316. 19) AdA6"d Moat bed cepad3 a4n M Jbnd 9u by pralFeg eM2bd reed•ad ,•avele matey r le (9COQ ebe.a Ue lots 5r tieki bd..c 3 SEE SAFE LATERAL LOAD GRAVITY TABLES FOR LAAO RAIM a'ry.; FOR EACH ADOIIIOH4 1180 REOIFORCEO CITU (RUN) 959 FULL COURSE 789 1) 5 REBAR FOR G LY11ELi 1/2' wTTP 2) 15 REM FOR 12' LFW 360 GR40 or GR60 SAFE LOADS FOR 4" SOLID LINTELS Cwst+_ GRAVITY LENGTH TYPE 4S8 3'-6' (42' PRECAST 1180 4'-0- (481 PRECAST 959 4'-6- (541 PRECAST 789 5'-10'(707 PRECAST 460 6'-6' (78' PRECAST 360 7'-6' (901 PRECAST 260 9'-4' (1121 PRECAST 156 10'-6-(1261 PRECAST 116 12UB 4wlsr4— UPLIFT LATERAL LENGTH TYPE 4S8 4S8 S-6' (42') PRECAST 687 371 4'-0- (481 PRECAST 597 320 4'-6' (541 PRECAST 529 258 5'-10'(701 PRECAST 407 148 6'-6' (781 PRECAST 366 118 7'-6' (901 PRECAST 280 87 9'-4' (112') PRECAST 187 55 10'-6-(1261 PRECAST 152 r43771 121`8 12F12 12F16 6U8 6F8 61`12 6F16 IN lf "l: I. 5' 3 eYl.f ileo 4S8 12F28 12F24 12F20 r. ,•'; 11r: PRODUC)•Rlit.'fslia Y`; ja'• l- -'O. T : a, , Pl)ing with lh- Flo, (,I, u13 Cud: A CRAIGPARRINO C0 PWca14o AQ -O p e J A/ .e B•Ibliun Udo e t`s•< RLo,•';- CR $79 Ae 6F32 6F28 6F24 61`20 '•.,s/p,YAlE, 4:`FLP. R b'''' A'to 644 EUO.N0.44756 CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES IEEIUPC 14 OZARR R: 1dUR Atom ScllL: R33. atE: 3/ II06RRF/ 6T e2[CAIO Er: QAq FAMM. rt. - EIa M0. 441M MANN M U462 SW 1 Or 3 i SAFE GRAVITY LOADS FOR 6" PRECAST U -LINTELS C W"*N94T SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 608 6FS-19 6F12-18 GF16-I U70-18 6F24-18 6FIB-18 6:32-18 S-6' (427 PRECAST 2332 2675 3692 5050 6148 7227 8297 9357 4'-0' (467 PRECAST 2025 2313 3892 5050 6148 7227 6297 9357 4'-6' (547 PRECAST 1654 1887 3633 5050 6148 7227 173 352 5'-10'(707 PRECAST 1067 1260 2198 3557 5734 7227 311 6'-6' (787 PRECAST 949 1078 1831 28W 4328 6737 35 37315017 T-6' (907 PRECAST 779 883 1459 2188 3151 4524 40400 685 9'-4' (1127 PRECAST 584 660 1056 1523 2084 2795 10'-6'(126' PRECAST 503 565 895 1270 1706 2236 2896 3747 11'-4'(1367 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4'(1607 PRECAST 373 417 646 895 1170 1485 1852 2285 14'-0'(1687 PRECAST 351 392 605 B35 1087 1373 1703 2087 17'-4'(2087 PRECAST NR 299 455 620 794 985 1198 1437 B) THE NUNBETS IN PAwxn1ESI5 ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REEUIR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS CAR R" PRFGGCT lu INTal C SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U -LINTELS Cwt -ow" SAFE LOAD PLF LENGTH TYPE 6U8 6F8 RCMU S-6' (427 PRECAST 587 1055 596 4'-0' (487 PRECAST 487 787 445 4'-6' (547 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 7'-6' (907 PRECAST 222 367 116 V-4' (i127 PRECAST 173 352 74 10'-6'(1267 PRECAST 151 276 58 11'-4'(1367 PRECAST 139 311 49 12'-0'(1447 PRECAST 131 277 44 13'-4'(1607 PRECAST 117 223 35 14'-0'(1687 PRECAST 111 202 j 32 17'-4'(2087 PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U -LINTELS Cwt -ow" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE STOAT 6F12-11 GF16-17 6F20-11 6F24 -116F AT 6F32 -IT Y-6' (42) PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0' (487 PRECAST 1225 ABM 2357 2913 3470 4027 4583 4'-6' (547 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10'(707 PRECAST 631 1222 1600 1979 2357 2736 3114 6'-6' (787 PRECAST 723 1 1097 1437 1777 2117 2457 2797 7'-6' (907 PRECAST!!! 883 1249 1544 ro 1840 a 2135 N 2431 V-4' (1127 PRECAST 575 57100 960 co 1252 1492 1732 1972 10'-6'(1267 PRECAST 514 46200 781 1121 133 > 1551 1766 11'-4'(1367 PRECAST 474 40400 685 985 1213 1442 1645 12'-0'(1447 PRECAST 454 j 367 619 B881093 1299 1506 13'-4'(1607 PRECAST 402 308 516 736 906 1076 rA 1247 Lm 14'-0'(1687 PRECAST 368 Im 235 475 677 832 um 989 1145 IN 17'-4'(2087 PRECAST 253 08 32J 476 j 585 j 693 j SW 1) THE WAISERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 WOPARRINO 5324 CR 579 FNETA R 33684 E UC N __ PRODDCTRUVISEo nmlel, ""1iA :laida knee?. 4DI an"-" aq an" l*!Qll%v§mmm It 0 w _ a -CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES9 1 n ligym° g,• , z- 0300 y R `.., ac twa 0 t own m awx wutA wa ats twa s/t Au arae chic roma u - un 00 1s0 onr 0a toot: s1[cr s or s _ SAFE GRAVITY LOADS FOR 12" PRECAST U.LINTFLS 4cmir4om Y-6' (427 PRECAST SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U8 186-08 12112-28 I2Ft6-28 187-26 IN14-28 12rWN UFN-28 S-6' (427 PRECAST 3428 5000 5836 7619 9352 11060 12755 14438 V-0' (487 PRECAST 2923 4232 5836 7619 9352 11060 12755 14438 4'-6' (547 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10'(707 PRECAST 1612 2320 3218 5234 8487 11060 12755 14434, 6'-6' (707 PRECAST 1383 1966 2679 4196 6421 10032 12755 144 7'-6' (907 PRECAST 1136 1628 2131 3218 4676 6756 9763 13528, 9'-4' (1127 PRECAST 795 1216 1535 2230 3083 4167 5593 7552 10'-6'(1267 PRECAST 614 1043 1295 1853 2516 3323 4334 5632 I1'-4'(1367 PRECAST 518 945 1162 1649 2216 2893 3719 4746. 12'-0'(1447 PRECAST 456 878 1073 1513 2020 2617 3333 4206 13'-4'(1607 PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-0'(1687 PRECAST 321 7200 865 1204 1584 2017 2451 3106 1. 17'-4'(2087 PRECAST N.R. 451, 631" 861 11411 14280 1750 2102 19'-4'(2327 PRECAST N.R. 343, 477" %700" 925 1152 1380 1609 11) THE NWM W AMEPITIM ARE PERWIT IEDUCDON9 FOR ONE 40 REED AMC" MAIL SEE OEWJK ROTE R0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w12" RECESS DOOR tI.LINTLLQ wlw-*Wm Y-6' (427 PRECAST SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12816 It6T6 2111AFI0 178 14- 181F16- 17662- IZaf2- 18630 4'-4' (527 PRECAST 2538 2942 5468 7584 19640 11669 13679 15679 V-6' (547 PRECAST 2319 2740 5468 7584 9640 11659 13679 15679 5-6- (687 PRECAST 1347 1841 3555 6395 9610 11669 13679 1567 5'-10'(707 PRECAST 1259 1758 3361 5954 9358 11669 19'-4'(2327 PRESTRESSED 4378 6'-8' (807 PRECAST 924 1430 2633 4415 6884 1 3806W 4417 5028 7'-6' (90') PRECAST 703 1203 2157 3494 5259 7922 4019 M12574 9'-8- (1167 PRECAST 389 843 1451 2157 3203 4421 11'-4'(1367 PRECAST U) DE NW®5 EI PAREMWM ARE Room IE1c7RNs rat CRE 40 FIELD ADDED RIM SEE CENM WE RD. 4 LENGTH ''mac 12U8 12F8 K(;Mu Y-6' (427 PRECAST 1295 4841 393 PRECAST 1295 4841 299 4'-r (517 PRECAST 1049 3922 2417 5'-10'(707 PRECAST 681 2547 155 6'-6' (787 PRECAST 579 2167 123 7--6' (907 PRECAST 474 1771 914* 9'-4' (1127 PRECAST 355 1326 58% 10'-6'(1267 PRECAST 306 1143 45401 11'-4'(1367 PRECAST 7365 8384 12'-0'(1447 PRECAST 1623 13'-4'(1607 PRECAST 4092 X61614'-0'(1687 PRECAST 6441 1 17'-4'(2087 PRESTRESSED 2269 2972 19'-4'(2327 PRESTRESSED 4378 SAFE LATERAL PLF LENGTH 1c1EuD 1zKrD ^ •- 4'-4- (527 PRECAST 1295 3692 258 4'-6' (547 PRECAST 1213 3458 2417" 5'-8' (667 PRECAST 784 2236 165 5'-10'(707 PRECAST 747 2129 155 6'-8' (807 PRECAST 602 1716 117 7'-6' (907 PRECAST 504 1438 9140, 9'-8' (1167 PRECAST 1 355 11011.1402 SAFE UPLIFT LOADS FOR 12" PRECAST 11.1 INTFI S 4cmm4 wm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 181-21 12112-2T 12FI6-211020-211284-1T IM11-2112F32-21 S-6' (427 PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0' (487 PRECAST 2389 3721 4872 6023 7174 0325 9477 4'-6' (54') PRECAST 2113 3291 4310 5328 5347 7365 8384 5'-10'(707 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (787 PRECAST 1444 2269 2972 3675 4378 5081 5784 T-6' (907 PRECAST 1267, 1767 25 31 3806W 4417 5028 9'-/' (1127 PRECAST 1028 1171 0010'-6'(1267 200 2590 7007 3583 4019 PRECAST 920 947 1612 2281 2764 3209 3653 11'-4'(1367 PRECAST 858.. 829 1404 1982 2441 2902 3364 12'-0'(1447 PRECAST 811 753 1269, 1788 2201 2616 30321 13'-4'(160) PRECAST 678 633 1057 1185 1826 2169 2513 14'-0'(168') PRECAST 622 586 974 1365 1679 1993 2309 17'-4'(2087 PRECAST 434 427 695 964 1182 1402 1623 19'-1'(232') PRECAST 366 370 593 817 1002 1187- 1372, Ip Ru: NUNRxs IN FADNTRR6 ARE FUEER RE UMM FOR COX 40 READ ADDED RE84R SEE CDEWI. NDW I0t 4 SAFE UPLIFT LOADS FOR 12" PRECAST wt 2" RFCESR nnnp Ila INTFI S 4=11+11,11,11 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12186-N FL61-2:17RFl4-2 MO -2 IZM-2 IN26 12M-2 4'-4' (527 PRECAST 1626 2685 3746 4806 5867 6928 7909 4'-6' (547 PRECAST 1558 2582 3602 4623 5643 6664 7684 5'-8' (687 PRECAST 1210 2042 2850 3658 4466 5273 6081 5'-10'(707 PRECAST 1173 1984 m 2769 3553 4338 5123 5908 6'-8' (807 PRECAST 10201 1538 2426j 3114 3802 4489 5177 7'-6' (907 PRECAST 904 1226 2163 2776 3390 4003 4617 9'r,8' 0167 PRECAST 1 703, 771 1472 2181 2663 3145 3628 v...uva ..v. ......... I NWM W PARDIDE515 ARE PDCEM REOUCODRS Mit G . E N S 40 RDD ADOW 1Lt811E SEE MWA RTE N& 4 447 1RODucr« rtvlsm t WIdi 3ccoeetimhotai. dea T E%% F / /. Al !. MIG PAIVI IO G12TCR579 SEE GENERAL NOTES — SHEET I OF 3 4.`, rTVALE` 9E fwm.1t 33584 a0w1rr4ae 4 444 FL. P.E.%Jt 1<'p.1t4956 MEMBER or CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES rL1 ° ' r g,_rt e. ' ' y!M7--141RwD 11AW IN mxAR AIAIw sulE: R.ss 1.T!'' 3/14/03 MIrRFO Oro DIAD rAA1N, r1. - R[O. Y0. M136 1 oNRpC16 lt1Fi2 SIIEI 3 Of J M IAM bDADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T(786)3J5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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 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 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 1 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 Renewal 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 manufacturers 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 renews NOA 1114-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Hl f ]my A. Makar, P.E., M.S. L1 NOA No. 16-0126.03 MIAMI•DADE COU // Expiration Date: 05/21/2017 Approval Date: 04/28/2016 o ¢/Z Page 1 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, P.E., dated 06/07196, revision 91 dated 11108196, sheet 1 of I, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables". prepared by Craig Parrino, P.E., dated 06107197, revision 44 dated 04128198, sheet I of 1, 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 11/11/96,'45 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATIONS L Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Ceilifred Inspection Report 420-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 42111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-N119614 dated 02/29/96 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Coip. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. azdn:: ny A. Makar, P.E., M.S. ProducrControl Section Supervisor NOA No. 16-0126.03 Expiration Date: 05121/2017 Approval Date: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report 1184-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2., EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. . - None. B. 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 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 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 ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, 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 and 2.1 through 2.336, prepared by Craig Parrino, P.E., 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 Manual for Pre -stressed Products dated 2002. 4. wz_ y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMIT'T'ED 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, P. E., 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 02120/2006, signed by Craig Parrino, P. E. 5. EVIDENCE SUBMITTED 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 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2007 Edition. 1 W - H&wfy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 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 1 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, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By MiamiDade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 02/0312012, 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, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for 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 ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION ' 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, -signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. He A. Makar, P.E., M.S. Product Con(tol Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By MiamiDade 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 sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. i. -' /- az' e _' I H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-5 t vim -r.d YLLL.IIF4 Um HIGH STRENGTH PRECAST AND A',tT_*RETe4 PRESTRESSED CONCRETE LINTELS tet• k------------ PROOUCTRCNMM a e eompy(ny 'M the FIwas ewtem6 c6a A, Irofl t- 17 BY C.R6d 3a• au9a. rM..r I.mn mica 9tTNfa unE rlMeuiaN UODEL rrwslasf m a trn m•T R m V P21CAST W/ a' RrCM JIM U- MIT e' r1RECAF U -MM raWR MAIM Y-llYid tl t j$iRC35[m t T 14 YtdimRGM[ CAME MalfCLTION MOMi 7/32•Is GA sIRRUPs TYPE "8" STIRRUPS t algR,`, w.. esw w f I a uwR."O1. rnrduwm t nY nr• m n.. sn 7J/4"61UNTaMs n I S 1 wti STIRRUP &TAILS STIRRADLETAILS I •' cT W 2' RECtSSe' PRr- ODOR U-llNrri R• PRECAST U -LINTEL a<rlstic'-- e" PR Qi «tn U -10M maLs 8" PRESTRESSED U -LINTEL DATA'TASLE 8" PRECAST U -LINTEL DATA TABLE GENERAL NOTES: 1. REtu9Rt90 sttci 7/Si WI ATN Aswl SI. /L 6. YOtO RI[ TOW IYMIR a aQAaH Ya IS RmLt aIGDC so ATN ulu 7/Ir ntA ROP7LVD n coulaw sTMm Mu EwYpL CURCTYCWtIT 5 AGID oci" YO a tgaa ` la -0 031 M2 -3 7/3z am I I a-VC-V 1 3 - a S' -p I26 3 ROAR 3'-r 17/31 w 3'-2` 1 ommmut a79oI wo IsLau N "UPIC m p0 or TIMR iO19aRals CAf09 afA101E 1311 alae 967 32 W - / O - 9 Y 0• a aV-11'171412 14'-$" w 3- N 1 7/32 a-9 A 1 9IY10 AAY MIs. - Im or 9wwo • 4 Tom To a. CONERM SIFMM IO: r.. sag. rsI /OR 1' 90UO1CM T19c UoOR T0010 : snRRurs17'-47 0.139 4" 7 32 It' -4" 0.174 1 S 1 -3 7 sz 9M 17 -2 a O -r 9 ax 9 -2 O a -2 9 1'-9• 1 6 0.049 0 -0 • MoTtRs7u wousl I... 4=2 m FOR Au rlml qEY ' 7 2 eAR6 21•-1• 0.191 767 16 -0 7/32 BAN 21'-2• 603.-83/0 10 a s r -i 0.060 2 1 9 -a S - 7 S2 w 6'- • 9 IlacAST 9 O1t:11 161165. R 24 room Or mplar"Mc M1e10 Of a.Ya or oRlcllac Iw sE utt9 91 tRU a 1014L rAntuss felCi c 070. ' w Or ratmc 40 u"m ac0 mxcia1 GOf 32 M 1 -3 22'-0• PAN 611 320, 21'-10. 6 O S'-10 3/6 10 0.069 270 R26Alt -3' 7 7'-2' 6 0' L aTRPrM9 IW r9csM6t0 TO 9EstiT UrtMe Alm NWLING MOMo- Is 0.2 w - 21'- •G319 665 le _ 7/32 6•R 23'-10. 6 O 1'-T 1/6• 10 M 0-r T 009 SnS. REw Ir -s• 11 7 1'-0 3 0 3 - " !-0 6i1t,#, S 6 rA 8" PRECAST W/ 2" RECESS DOOR U -LINTEL DATA TABLE I - a 10 NE6AR n -u 3' o.lu 0.90 s Ri9AR 1 -s• s R f-11 3 PC 3- 3 NEW - a 6 a NEw 1- S 6 EH 8 • Eas 1<-0• J/r Ar1ePI.mN.f o 03.oZ. OA30 Ia0 7 sz W 3-6' N A a 3-a OAa7 R 3-t N• a EOaL •CRAIQPANPoNO/- i4 CR t U iod, a 3 -10 a 0.0tl t 5-4 2 N A N T90 IIIOMETIJO' M/OIOIATION Q rR0Y10m tOR rR00U0f AIIROYAL II p 9C REYROOYC(D 011 f101M9VR0 Q r, ` J b EIiNFA, FL 9I6I ' 9'- '-9' r-0.• 0.060 a RF - r' 6 rR010CTE0 9Y CO 161CYr IAb2 ANO OAIMOT vaA. Ma Q NGaas FI.P.E.UC-140.44736N/j,E r -e- 6-4 o0. r 2 d e mNNMR INE WOR TMMOI CON26fT OF CAST as I0. q .S CAST—CRETE 8" LINTEL FABRICATION DETAILSLIn,aPn or telf: r 4%1114 All um OES011-N tlAN Sri tl137 11RCAA Pi - Q6. m/iRs YA1C 0i 10mu lbicts e LS 01u: Is t9t6N9 6R tY00 rAtA9D, rt - Et9. Aa 1051 091900 W 101 sm 1 Or 3 RAFF GRAVITY LOADS FOR 8" PRECAST A PRESTRESSED U -LINTELS 1• oocrAwr SAFE oLATERAL scc n ai0incl R 4 -4 -ml SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE 8436 VII -9e 6FI6-08 WA -06 8174-6e VU -05 GFR -09 LENGTH 1598 Weis SF16-10 WO -10 OM -16 SM -10 OM -1e 3'-6' 42 PRECAST7 2231 JOH 30H 411 5163 6113 607 7517 8036 6!K 0302 16394 10651 II$09 4'-O' (487 PRECAST 1966 2561 2697 N2110 Sem 6113 866 7547 3661 6974 3734 10394 6107 IIH9 4'-6' (547 PRECAST 1599 1969 10'-6'(1267 PRECAST 2031 3753 4576 3400 0224 452 154 2189 244 0313 7517 6672 10294 TIM 5-4' (647 PRECAST 11/7 1340 1093 1439 3090 1999 3365 2540 MIN 3123 7342 3686 4249 8133 A 1012 5-10'(707 PRECAST 1052 1103 1451 1173 2622 leas 1760 2046 7161 2546 4071 3009 7181 3470 932e 11`-6' (767 PRECAST 908 1738 2177 34M 3031 3707 4367 5091 N.R. 116 1231 2177 34M 5381 914) 1039 Bets 7'-6' (907 PRECAST 743 1011 1011 1721 1720 2632 2661 2205M11 R91 5681 3191 1162 JHS 6{tt14 9'-4' (1127 PRECAST 554 6991140 19H 1625 2s61 5481 212 3102 916 1188 752 1245 1543 25% 3188 4705 8390 10'-6"(1267 PRECAST 475 W5 on 1247 2093 2777 2163 23M IV4 1513a N3 1167 1533 2003 2761 354) 4754 I1'-4'(136') PRECAST 362 5a 562 943 143 1360 1366 1940 1546 2423 2423 3127 3127 4606 4005 12'-O'(144 PRECAST y}7 40 540 973 873 1254 1254 1654 1684 2112 21113 265 2003 3552 3W 13-4'(1607 PRECAST 296 471 471 755 753 1075 1073 H25 1420 1936 1 ISM 2316 1 2316 2083 2693 14'-0"(1687 PRECAST 279 424 442 YIN 706 1002 1002 1320 1326 19372127 1697 2127 2630 2630 14'-6'(176) PRESTRESSED N.R. m 450 la 783 NR 1370 m 1902 AIR 2243 MR 2517 1- 2712 15'-4'(1847 PRESTRESSED H.P. NR 412 m 710 NR 1250 Ne 1733 la 2058 AOT 2320 MR 2613 17'-4'(2087 PRESTRESSED N.R. SIR 300 RI 548 950 NR Ims NR 1609 M 1549 to 2012 19'-4'(2327 PRESTRESSED µR, m 235 0 420 MR 750 104 1037 xR 1282 MR 1515 NR 1716 21'-4'(2567 PRESTRESSED N.R. M m 8R MR NR wt In 100 340 516 843 1114 13% 1468 22'-0'(2647 PRESTRESSED N.R. tw tal RR HI NR N9 142 zu 165 315 550 24 1047 1755 1319 24'-0' (2687 PRESTRESSED N.R. M 129 MR 250 KK 450 KK 659 NR 804 MR 1092 NR 1227 4asr Cacm. SAFE LOAD PLF LENGTH TYPE 8U8 8F8 RCMU 3'-6' (427' PRECAST 1025 1024 1598 4'-0' (487 PRECAST 765 763 1309 4'-6' (547 PRECAST 592 591 1073 5'-4' (64') PRECAST 411 1 411 745 5'-10'(707 PRECAST 340 339 616 6'-6' (787 PRECAST 507 721 490 T -1i (907 PRECAST 424 534 363 9'-4' (112') PRECAST 326 512 230 10'-6'(1267 PRECAST 284 401 180 11'-4-(1367 PRECAST 260 452 154 12'-0'(1447 PRECAST 244 402 137 13'-4'(1507 PRECAST 217 324 1 110 14'-0'(1687 PRECAST 205 293 100 14'-8'(1767PRESIRESSEO N.R. 2$4 91 15'-4'(1847 PRESIRESSFO N.R. 259 83 17'-4'(208') PRESTRESSED N.R. 194 64 19'-4'(232) PRESTRESSED N.R. 148 52 21'-4' (2567 PRESTRESSED N.R. 125 42 22'-0' (264) PRESTRESSED N.R. 116 40 24'-0'(288') PRESTRESSED N.R. 81 33 SAFE UPLIFT LOADS FOR 8" PRECAST A PRESTRESSED U -LINTELS 4""-V49_* SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 515-N 8712-11 81`16-u arm-lr erz{-Ir 81`28-17 evu-11 LENGTH M-21 a12-21 61`16-21 0420-21 4N-21 UU-21 Un -21` 3'-6' (127 PRECAST 1569 ISH 211% 2655 4 3521 4494 4394 523 5261 6132 6132 7001 7001 4'-0' (f67 PRECAST 1393 2305 3m 3815 45m 5325 6076 m 6t[vlsl AWOTO 1163 2MS 3060 U15 4570 5375 On 4'-6' (547 PRECAST 1207 2040 2707 3375 4043 4711 5379 1207 2040 2707 3375 4043 4711nl= 5'-4' (647 PRECAST HI6 1016 til 1715 3776 2176 2538 2618 04399 3391 3961 39615'-10'(707 PRCGST 969 1567 1307 7080 7591 2593 3107 3107 3620120 J5206-6' 787 PRECAST A 140 I 7320 m 32518351437186825292700 32517'-6' 907 PRECAST 727 727 I 1224 1624 1624 1 toss 2025 1 24ss 2425 227 227 3226 9'-4' (112) PRECAST 591 706 1136 1474 1815 2157 200 591 80 1316 1 1643 1 19H 7296 2619 10'-6'(1267 PRECAST Sm 57S 916 1188 1981 1736 20,I 30 695 1150of 1472 A 1793 20% 2346 11'-4'(1367 PRECAST 124 504o NO j.11 1617 nal IV4 1513a 1753 424 607 1042141 1372 ad 1513 ed 1915 0 2167 tj 12'-0'(1417 PRECAST 470 456 124 SM 1133 1369 ISO 970 550 Wool 1302 A i56ft IGIOD91 2075 13'-4- (1601 PRECAST 416 625 • 356 460 077 78) 765h1108ew1391 1141 Ila 1887 14'-0'(1687 PRECAST 364 410 350 m 507 717 727 6091 1054 1582 1220 1007 14'-8'(1767 PRESTRESSED 239316 J% 520 693 672 969 912 1516 TUI246 15'-4'(1847 PRESTRESSED 313 466 637911 230 m 816 9011420 17'-4'(2087 PRESTRESSED 151234 5 21 376 747 192 306 508 740 4006 1271 19'-4' (2327 PRESTRESSED 162 220 JN 447 617 077 166 263 479 623 541 1059 21'-4'(2567 PRESTRESSED 142 204 387 397 407 50 142 zu 373 97 721 905 1046 22'-0' (2647 PRESTRESSED 137 197 295 379 462 546 930 137 223 358 513 r 668 593 999 24'-0'(2887 PRESTRESSED 126 124 379 202 2047 319 342 412 416 604 ml 492 757 557 816 94 U) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 SEE GENERAL NOTE NO. 18 ON SKEET 3 OF J. d) TH 4 r THESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 ON SHEET 3 OF 3 GENERAL NOTE NO. 4 ON SHEET 3 OF 3. d 4rilkurF 5 A4?Ptrto N 0 j .. OEN PRODUCI'RRVI32ID 0" `mud 1651•laMda wUsc 3 A4t9Fl4neo NoL TE $F CRAISPARRINO TOAD„• • G SEE GENERAL NOTES - SHEET 3 OF 3 Ty Pr 6324 OR 579 Dr r ir O R 1 . 'G\` SEFFNER. FL 33,586 37569 r FL P.E LIC. NO.44758m6t[vlsl AWOTO 4.4 1m2: CAST— CRETE4/ 1211/646 8" LINTEL FABRICATION DETAILSf44ou nt 11291 ow m-14 ou n m Cm rum F.L - a16a a7s4 Scut: a1 H iu oV6U66 I cw m m. tole rmn m - m m 4us6 coma w, FH mu 2 or 3 r- SAFE GRAVITY LOADS FOR S" PRECAST w/ 2" RECESS DOOR U -LINTELS 4--r+." SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE err6 w:E Wn4-afi eale Wn 6wu e MM -06 LENGTH 4046 le IliFto-ll e1G14-Ie 6rn6-Ie Awn -18 W25-16 MV -1 4'-4- (527 PRECAST 1635 1749 33% 3360 4349 5421 6403 7557 6'-8' (807 PRECAST 595 1601 3690 5206 6349 6040 0419 10693 4'-6- (547 PRECAST 1494 1596 3063 2992 3064 4946 5124 6904 3911 1755 309 5206 6639 ww 4479 It1193 5' (687 PRECAST 1166 1207 1770 1718 2U7 2639 7107 3961 es 1233 1167 2481 4567 6719 2799 7117 9311 5 -10` (70) PRECAST 810 an 1653 Isco 2124 2649 3174 3700 1980 1113 7J4i 4242 6619 6060 702 e7Tle 6 -B- (607 PRECAST 797 Sol 1875 31M 600 7747 9446 I 2567 901 1875 JIM 3048 7915 9479 1 7'-6' (907 PTjEGASf 2140 755 1490 2459 3776 5747 7239 503 7331 755 1490 2459 7776 143 on 10 9'-0- (1167 PRECAST 411 40 999 1568 2237 3129 4091 3146 526 999 talcs 2253 3120 4160 5891 SAFE LATERAL LOADS FOR R- CRFn39T of 9" RFr:CCA nnnR IIA IIrm Q b/'"'•111 SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU * 4'-4' (527 PRECAST 758 757 1164 4--6' (547 PMAST 694 693 1073 5•-8' (887 PRECAST 408 407 655 5'-10'(707 PRECAST 382 381 616 6'-8' (807 PRECAST 595 788 464 7'-6' (907 PRECAST 509 674 363 9'-B- (116) PRECAST 370 490 214 1) THE PARDITHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 • SEE GENERAL NDTE 18 FIELD ADOEDM RIN EITAR SEE GENERAL NON NO. 4 TYPE 6[Fe-Ir 42FIo-1 6nn4-1 WIS-1 Wn-11 sms-I ww-n GENERAL NOTES 1) tbkdds It) tbdde am MxAvjwed rA 3-1/2' bay nA*- d the aro! b Nam &%. M d r ki-4 ad Y•-ir4apr—d LM. 4000 pd re pr * bw • 0000 d ra Arad - J0 pd.y madam 3 ld Vy bj 13) U. -ob d bkb Im1e1.0 Is . I I "=Ox mommy wD ad row wrny N dome "Ifid I. e dsa11n9404aam "0 ..IdM amY. aaue7 0M l avr At01 c94 rY/am ed wbr per A191 A4W ab 01rW Pd Is) U.W bKW •'mgat>mj dN wAcd(edy a p W IrA.eld b b dell br dedel Alm . ktadnl ' rralremW drm/ yprrrr 1601 A41i pada 1)O In reYd'm 301 C270 Typ. Y 3 bt cm6b0-ko6ay .9b a4vdioc nr•Oe pv w WW weld bW Appfed hW mdd Nd IA do waW bal + Sob ba UMW bW S . 2) Al ad. beg W. b.ed a aWm m 4 Ash amind bearbm Endo$40 bob . _ ' b y Lb.4. bmt1/ • 1s) rw mogai's wd m*u mt dn% w do bw ham and bw kipm emaa 97 li) rw bw Wgbl ad 53m do ado bel im ad b" In* Eea 3) Reft 61 aMcr bW W MW jade 11) sd. bWe 4" egebpc d dss3b bah 4) rw ambo b psadbmb bdia4r 004 peal nAe - (w Orale m Om a6bl rder. 16) Sd. hada hood an wr•W 047 Kl 314dWpaw.*. MryF41>rde S/ Me6sm i viii 1611 - i pnn e9bra p3e10 caydale) mea }aA i Qdly se, Na wd Saawmw ami<waendWdww 5) A6 •deb evd « eaWroW618 1T-/' .d toayea rsrLFard4s reeban Ore w asssab 1 ddwbm,'Lm yoowwnsaa6o04"1 m pOa01 n'b0 X010 6) Shan 66d Mob a agAnd an 17 rd« mop be wAAI*d for two 13 rebind Q hdatlie% and mmptr "* a arcbtmbrd f) lb. da4w a w a.abab maearlydd b.l. Ir•• u• .d. bW Wks by cd* Usa eimn mKq edoed ad deo d Fea7 Imm 0r 10) NA . 8d bald 11) 4dkm oW sUW ad• b 64 kcdW d 0. b.0 m .111. 461 cw9r. 1/2' CLR T SEE SITE LARK LOAD TABLES FOR IWO KT9IG Fu#v CED cwiRC131) FU COURSE JS REM 10 or OR60 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS 4wsr am SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 6[Fe-Ir 42FIo-1 6nn4-1 WIS-1 Wn-11 sms-I ww-n LENGTH ek6-2r eRr7o-a IRn4-21 en716- rAl2:-n eRFl6- 30-21 4'-4- (527 PRECAST 005 605 1661 I660 230 230 3056 3060 3751 3731 4445 4445 5140 5140 4'-6' (51') PRECAST 97 IW4 2277 0439 3507 4275 1943 841 1604 2Z72 2319 3007 4275 4943 T -W (647 PRECAST 673 1 1797 2320 2054 3362 3911 673 1269 1707 2326 2454 3302 3911 5'-10-(707 PRECAST 4.18 1207 1741 2754 2773 3264 2709 es 1233 1746 2759 I v73 3244 2799 6'-B' (807 PRECAST 570 Mad 1530 1040 2429C 7870 3329 570 IMO1530 1980 2429 26A 3374 7'-6" (90•) PRECAST 506 742 13W 1745 2,66 25b7 2964 506 494 1364 1765 2567 2963 9'-8' (116) PRECAST M5 460 444 1222 1166 18j6' 2140 795 300 1072 iia I1701 2014 7331 cJuL`;-+ '~ 1 :• e. - 'j• 13 AEB1R AT 90m a • • W 1016 G811T QF32. ,a,p f I444j - I, G. E' • O. f WAR N • : RENEWED mamicrIt01/1S0U91tiNtheFiariii • jdc O,A4 -. uaaa,b„Iur rho Fbr7d4 Me [(7 p/ Zf . •j •{tiq:• pF / : 7k • Atee9L vrae Na b b 7.'Y'j'•_''r j ` F 1 Gl CRAIG PARRINom0aa TWr g5,., i • ; O R •'C C 8124 CRISM SEFF•NFA FL =a e In;:r;r-rcrr rrrirm rr>'r rCAST—CRETE 8" LINTEL FABRICATION DETAILSr.ra:rn[alal.r rtf [96 re ternurc.r. r77L•77 L\r.T7rii: fd:7_ilt7i'f n` iYiZy(r77ff 1TV77iff 7, ' ratal.[easa:7a;lrn.7u1; i-rrrr[9 J) THE HU14MG IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDEO REM SEE GENERAL NOTE NO. 4 TYPE DESIGNATION l fl @flfi F - IRIrD rat m9ul / V - IA611FD Ir9alrlr ar 1s 4treA9 a 6WIOu Di 19181 h641T 1r N e:•: 8F16-16/IT I 9Si 9UTMLJ 4=UW tl01own J y.' M Is RM AT 10 01.(1)ram 1-tn• aw cJuL`;-+ '~ 1 :• e. - 'j• 13 AEB1R AT 90m a • • W 1016 G811T QF32. ,a,p f I444j - I, G. E' • O. f WAR N • : RENEWED mamicrIt01/1S0U91tiNtheFiariii • jdc O,A4 -. uaaa,b„Iur rho Fbr7d4 Me [(7 p/ Zf . •j •{tiq:• pF / : 7k • Atee9L vrae Na b b 7.'Y'j'•_''r j ` F 1 Gl CRAIG PARRINom0aa TWr g5,., i • ; O R •'C C 8124 CRISM SEFF•NFA FL =a e In;:r;r-rcrr rrrirm rr>'r rCAST—CRETE 8" LINTEL FABRICATION DETAILSr.ra:rn[alal.r rtf [96 re ternurc.r. r77L•77 L\r.T7rii: fd:7_ilt7i'f n` iYiZy(r77ff 1TV77iff 7, ' ratal.[easa:7a;lrn.7u1; i-rrrr[9 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100008 DATE: November 28, 2017 BUILDING APPLICATION #: 17-10000875 BUILDING PERMIT NUMBER: 17-10000875 UNIT ADDRESS: NIGHT HERON DR 3762 17-20-31-502-0000-1100 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 ADDRESS: 1064 GREENWOOD BLVD, STE 124 LAKE MARY FL 32746 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3762 NIGHT HERON DRIVE/ WYNDHAM PRESERVE LOT 110 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Hoping N A 705.00 1.000 dwl unit 705.00 Single Family Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Family CO -WIDE ORD Hou ng 5,000.00 1.000 dwl unit 5,000.00 PASSingle LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: An-WM& 'jq#t_ SIGNATURE: 0_,'-ta aMAL PLEASE PRINT NAME) DATE: 1W 1 7 Q NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER c AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 110 - 1981 TR Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford, FL, 32773' Permit Number: 7 _ 3 1 8 8 Owner. -IbhcArp 7r a s il Jurisdiction: Q County:: SeminoletWA GTimate Zone 2DesignLocation: FL, Sanford 1. New construction or existing New (From Plans) 9. Wall Types (1955.3 sqft.) Insulation Area 2. Single family or multiple family Single-family e. Concrete Block - Int Insul, Exterior R=4.1 1663.70 ft2 b. Frame - Wood, Adjacent R=13.0 291.67 ft' 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d• N/A R= ft' 10. Ceiling Types (1981.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1981.00 ft= 6. Conditioned floor area above grade (ft) 1981 b. N/A R= ft= Conditioned floor area below grade (ftp 0 c. R= ft= 11. Ducts R ft' 7. Windows(168.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 396.2 a. U -Factor: Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U -Factor: Dbl, U=0.58 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U -Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.250 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1981.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1981.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.085 Total Proposed Modified Loads: 59.16 PASSSSTotalBaselineLoads: 60.13 0 1a 1 hereby certify that the plans and specifications covered by Review of the plans and QT'NE STAT this calculation are in compliance with the Florida Energy specifications covered by this y0 Code.-- calculation indicates compliance 1=`';„ Or L ` {// 01?'1" with the Florida Energy Code. yan:' PREPARED BY: v Before construction is completed aDATE: n/ l this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. D0 W -E OWNER/AGENT: BUILDING OFFICIAL: DATE: if - l DATE: ' I Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/17/2017 10:22 AM EnergyGaugee USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: It) - 3o - 1-7 1 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): 6d' The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this a4ay of r -p.3 , 200_j2!by Robert Willets who is ersonally known to me or o who has produced as identification and who did (did not) take an oath. Notary Seal) A4Shayne Mange[ NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 vCExpires 6/21/2021 Rev. 08.12) Signature a'g >,nana-eel Print orq a name Notary Public - State of _ Commission No. My Commission Expires: r CITY OF SANFORD BUILDING & FIRE PREVENTION 1 PERMIT APPLICATION Application No: Documented Construction Value: $ ',) (r Job Address: 3r%(, r I (}- P yi'; Historic District: Yes No 13ParcelID: v Residential, Commercial Type of Work: Nevp Addition Alteration Repair Demo Change of Use Move Description of Work: k i) I i( rnQ S, r -P Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner InformationIl Name Phone: '-102 - (DLI r7 - 3 Street: ol-) fC_', Len(,,)-, Resident of property?:_ %1( City, State Zip: o -k -o— Contractor Information NameCi 111Fi -f-`Y,f K Phone: Street: ' Fax: -iCi 7-iji(.-) '7 City, State Zip: State License No.: _ EC T Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: 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 OFCOMMENCEMENT. 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 constructioninthisjurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised- lune 30, 2015 Permit Application NOTICE: 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 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/Agcnt Date Pont Owner/Agcnt's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID P."" of Contractor/Agent Date n tCs,}er Took riot ondactor/Agent's Name 6 . Signature of Notary•State of Florida Date ro R oe, c PAMELASTERNUS Commission # GG 110622 Expires August 7, 2021 normo° Ratted TMuBudpeiNotarySmim Contractor/Agent is Personally Known to Me or Produced 1D ype of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised' June 30, 2015 UTILITIES: FIRE: WASTE WATER: BUILDING: Permit Application r CITY OF SANF BUILDING & FIRE PREVEN PERMIT APPLICA' Application No: I 3 i Documented Construction Value: S 592-5 J Job Address: 3q(p 2 ;Qt c, L:T I-+ P?. n J(i e Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New 19 Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Pict, -e, sv Of- 124 .btL,(d-4-1r Title: Phone: Fax: Email: — Name Street: City, State Zip: Property Owner Information r Phone: IS Resident of -property? : Contractor Information Name R.T. I_tft.h4 tplu-mlot (NG Phone: 23-24 Street: 9 -:).0 I 62d Fax: (40 1) - Lt City, State Zip: Q- Ic:.-,1c , ,_iZ 2;,_ State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: 3 -3E -43 o- 9yb6,- i fFC aZo 3 l 2 i i WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YO PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construe in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pc 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: Tb Edition (2014) Florida building Code Revised: June 30.2015 Pcrmn Application D N CE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may in the public records of this county, and there may be additional permits required from other governmental entities such as wz ement districts, state agencies, or federal agencies. of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Thd City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is require in rder to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submitta . Th actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, i acrdance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction valu , cre it will be applied to your permit fees when the permit is issued. VNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work done in compliance with all applicable laws regulating construction and zoning. Date of Signature of Contractor/Agent Date Print Contractor/Agent's Name 1 Q lOI uj Jt of Notary -State of Florida Date i-•„.•T rv.. PAT SUM tr cct.+rt.sstow r F 12osoa I a€ EXPIHES: August 25. evto Y: O,nCc7Tme:h rr uDhcUmknaJrs I Agent is Personally Known to Me or CantTiicRS pCrsonaTly Known to Me or d 1D Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY is Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Type: Occupancy Use: 1 Sq Ft of Bldg: Min. Occupancy Load: ew Construction: Electric - # of Amps of Plumbing - # of Fixtures. Flood Zone: Sprinkler Permit: Yes[] No # of Heads Fire Alarm Permit: Yes No ALS: ZONING: ENGINEERING: TS: UTILITIES: FIRE: WASTE WATER: BUILDING: Junc 30, 2015 Permit Application qmq 9507 State Road 52 123 Miller Road 9701 Bachman Road Established 1973 Hudson, FL 34669 Valrico. FL 33594 '•-. Orlando, FL 32824 www.RJK[elty.com 727-863-5486 813-661.0707 407-855-2636 State License fl CF-0O20 342 R.J. Ki ELTY Page: 1 O 1 Proposal No: 717-13526 PLUMBING • HEATING • COOLING Proposal Date: 7/26/2017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Odyssey - 1412 Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete in accordance with specifications below for the Sum of: $5,925.00 Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. Any alteration or deviatfo from specifications below Involving extra costs w executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, ac ' s or elayp beyond our control. Owner to carry fireA omado, and other necessary Insurance. Our workers are covered by worker's compensatfo ' surance. (J , /, j F fully AUTHORIZED SIGNATOR THIS PROPOSAL MAYBE WITHDRA N IF NOT ACCEPTED IN 30 D YS. We hereby submit specifications a ates for: Master Bath 1 Shower Sterling Accord 60x34 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath 1 Tub Sterling Accord 60x30 71140120 While With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE. Backfilling Included For Sewer 8 Water Only (Slab Backfilling By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot 40' Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made a outlined above. I agree to pay reasonable attorneys fees court costs in the event of legal action. A monthly service charge of 1 1/29'6 will be added after 3 days. Any sewer taps deeper than 4 1/2 feet or requires backhoe or dewatering will be an extra charge. nl, -'30q1 Q G DATE ACCEPTANCE 8 PAGE 2: lSIGNED!— y _ OF Branch: Hudson Last Edit By: Last Edit Date: 7/27/2017 CITY OF SANFORD JAN 31 2018 BUILDING & FIRE PREVENTION ERMIT APPLICATION Application No:. ' 7— 3156 Documented Construction Value: $ 4,636.00 Job Address: 3762 Night Heron Drive Historic District: Yes No Parcel ID: 17-20-31-502-0000-1100 Residential Q Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Install New AC with Duct Work and Venting Plan Review Contact Person: Arionna Rosenwinkel Phone: 407-886-3729 ext. 163 Fax: Title: Pre -Construction Coordinator Email: arosenwinkel@energyair.com Property Owner Information Name STARLIGHT HOMES FLA LLC Phone: Street: 1064 Greenwood Blvd Suite 124 City, State Zip: Lake Mary, FL 32746 Resident of property? : NO Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 Street: 5401 Enegry Air Ct Fax: City, State Zip: Orlando FL 32810 Name: Street: City, St, Zip: Bonding Company: Address: State License No.: CAC1816317 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 regulati ng construction in this jurisdiction. 1 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: 5i1, 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 hater 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 Licit Law, FS 713. The City of Sanford requires payment of a plan review fcc 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 eflcct at the time the permit is issued. in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owncr/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 4o,, 1 /2018 Signature of Contract r/Agent Date Obert Kulp rin Contractor/Agent' L,_K,_1,/2018 nature of Notary -State or Florida Date Jr IN Notary Public State of FlorideArionnaCRosenwinkel My Commission GG 147038 Expires 10/01/2021 Contractor gent is ersona y nown to Me or Produced I Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes[:] No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: lune 30, 201 S Permit Application WORK ORDER teh # 33328 Date: 8/2/2017 144691 Subdivision Phase Bld L/U Blk BILL TO: Starlight Homes - AWH Lot / Sub: W ndham Preserve 1 11101 3762 Night Heron DrADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: Sanford IFL 132773CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip 1981SModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pump R410a A/H-2 or FurnaccJobContact: S Woolwine A/H-1 or Furnace FB4CNP030L00 Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU -1 CH14NB03000G CU -2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base N/A AHU Location 1st FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficiency MUST BE ACCURATE AND COMP A/H-3 or Furnace A/H4 or Furnac( Heater or Coil Heater or Coil Bldg. Permit# CU -3 CU -4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit no Efficiency Efficiency EAI Pulls Permit: yes Zoning Brand: Honeywell/Johnstone Vent. Damper Y8150A1017 Qty 1 Builder calls inspection: yes Zone Kit #1 ZD1 EAI calls inspection: no Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6iZD7BPassDamper #2 Qty Yes No Qty. Yes No Grs.Stamped Stl. 15 X Flue Pipe: X Grs.Stamped Returr 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alun 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Estimated Estimated Invoice Due Date: Task - Description Hours Cost 2.20 27.72 Rou hin 2,283.0003 -Fabrication Labor 24.63 369.4504 -Installation Labor 06 -Piping Labor 7.00 119.00 Trim 2,283.00 14 -Kitchen Vent Trim 1,162.7102-Material/Tax 1,339.7701-Equipment/Tax 80.001 Permit 70.0009-Permit/Other 1.30 16.38011 -Delivery Labor 20 -Pull Material Labor 2.60 32.75Total Contract: 4,636.00 2.50 42.50112 -Startup Labor 0 Level 1 Job M Starlight - Wyndham Performed for: Lot 110 - 1981 TR Sanford. FL 32773 Energy Air, Inc 5401 Energy Air. Ct Orlando, FL 32810 Phone: 407-886-3729 www,energyair.com GRenner@eneroyair.com 7M Scale: I/&'= 1'0" Page 1 RlghtSuiteO Universal 2017 17.0.08 RSU17013 2017Jun-17 10:21:16 m PreservelLOt 110 -1981 TR.rup 307(9z Ill -F errrn T- n -- 3 S TRI -COUNTY TESTING LABORATORIES, INC. 31 South KA ' St t Report No: 34 atn ree Winter Garden, Florida 34787 407-656-9656 REPORT OF W -PLACE DENSITY TESTS Project: Wyndham Preserve Lot 110 Contractor: Starlight Homes Location: Building Pad Material: Gray Sand Date Tested: 1-16- 18 Proctor: Specification: Optimum Moisture: Maximum Dry Density: Q. GENSF'•c'f-'• N0.52583 STATE OF FS3ICNAX-0.•' wasso 1an.19,2018 ASTMD-1557 12.1% 105.4 Location Depth Inches Dry Density Max. Dry Density Percent of Max. Moisture Ibs.cuft Ibs.cu.H. Density Percent Northeast 0-12 103.5 105.4 98.1 9.1 Northwest 0-12 103.7 105.4 98.3 9.3 Center 0-12 103.4 105.4 98.0 9.6 Southeast 0-12 103.8 105.4 98.4 9.9 Southwest 0-12 103.6 105.4 98.2 9.7 I 1 zz WYNDHAM PRESERVE - LOT 110N ` II SPECIFIC PURPOSE SURVEY a (FORMBOARD) U WYNDHAM PRESERVE LOT 110 iy (PB 81, PG 93) DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. BUILDING LAYOUT NOTE: Contractor and owner are to verify all 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. pern:-* \-I - 3k(a8 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front - 25' Rear . 20' Side 7.5' LOT AREA CALCULATIONS LOT 6.900 SOFT. LIVING AREA- 1,981 SO.FT. GARAGE - 402 SOFT. PORCH - 78 SOFT. DRIVEWAY - 437 SOFT. PATIO - 181 SOFT. WALKWAY - 45 SOFT. A/C PAD - 9 SOFT IMPERVIOUS- 45.4 X SOD - 3,767 SO.FT. OFF LOT AREA CALCULATIONS R/W - 1.500 SOFT. APRON 114 SO.FT. SIDEWALK - 30D SOFT. SOD 246 SOFT. TOTALAREA GTI—Grote Top Inlet AREA DRIVEWAY -- 8.400 SOXT. 551 SO.FT. SIDEWALK - 345 SOFT. SOD - 4.013 SO.FT. rLBLEGEND:ADUSSD-Accen/omino a tr6Ues SidewlkLicense 11.0' Sight Distance Easement 6 i LOT I I I ?, s PRM—Permoment Ref. Monument R —Reported PCP—Permanent Control Point D —Description N89'43'03'* ' 115.00' s P —Plot I 125.3' v v - v I 29.7' v 04 _Water Volvo P.B. —Plot Book 10r—Fire Hydrant Pg.—Page ro 0 tW m I 60.0 S Coble Box o Z N$ p I re I PROPOSED FFE—Finished Floor Elevation Utility Pole CI—Curb Inlet Guy Pole GTI—Grote Top Inlet 1 STORY RESIDENCE P.U.E.-Public Utility Easement I --Guy Anchor N I Q S m z;V -1 u. PVC -Polyvinyl Chloride N K I MODELbi1t .3 1981 OPHELIA NCS—No Comer Set (Falls in water) C. Ia La ZW* —Electric Handhole D.U.E.—Droinoge/Utility Easement 46 ELEVATION -T 8.0 MGD—MAG NAIL k DISK h tao7d LO—Irrigotion f—Sign SIR—Set 1/2' Iron Rod L87768 1 8.3 GARAGE - RIGHTo SPKD—Set P.K. do Disk L87768 3 v Z 11. l Eolsting Grode p l rORMBOARD 8 Ago -Proposed Design Grade 1, FFE= 28.11'N 0 Z i N LOT 110 ARso.o 5'900 S.F. r I 29.7' b a 117 1 27.3' A 25.00' 11.0' I C58. 0 PAD y 89'43' 3" w I u 115.00 689.43 03'W 4.72' I 1rI LOT 109 s rLBLEGEND:ADUSSD-Accen/omino a tr6Ues SidewlkLicenseusnesli 8 Bockflow Preventer Sight Distance Easement S —Survey PRM—Permoment Ref. Monument R —Reported PCP—Permanent Control Point D —Description FP&L—Florida Power do Light P —Plot FFE—Finish Floor Elevation D..—Deed Book Woter Meter O.R.—Official Records Book 04 _Water Volvo P.B. —Plot Book 10r—Fire Hydrant Pg.—Page AC®—Recloimed Water Meter Qev.—Qevotion AICDs—Reclaimed Water Valve Cane. -Concrete Coble Box BP Brick Paver Q—Telephone Box SW—Sidewalk 0—Electric Box FFE—Finished Floor Elevation Utility Pole CI—Curb Inlet Guy Pole GTI—Grote Top Inlet I—Light Pole P.U.E.-Public Utility Easement I --Guy Anchor RCP Reinforced Cone. Pipe OU --Overhead Utilities PVC -Polyvinyl Chloride d) -Storm Sewer Manhole NCS—No Comer Set (Falls in water) m—Sanitary Sewer Manhole SF—Squore Feet ZW* —Electric Handhole D.U.E.—Droinoge/Utility Easement COO—Clean Out MGD—MAG NAIL k DISK XV Control Volvo P.K.—Parker Kolon Noll LO—Irrigotion f—Sign SIR—Set 1/2' Iron Rod L87768 NV4—Cote Water Valve SPKD—Set P.K. do Disk L87768 IIR Cos MeterFIRFound1/2' Iron Rod LB7768 11. l Eolsting Grode nP-Found 1/2' Iron Pipe LB7768 O -Blow-oft VONe FPKD-Found P.K. Nail k Disk L87768 `^--Drainage Flow Direction FCM -Found 4'x4' Concrete Ago -Proposed Design Grade SURVEYOR'S NOTES: 1. Current UUs information on the subject property hod not Men furnished to GeoPoinl Surveying, Inc. at the time of this plot plon. 2. Roads, walks, and other similar items shown hereon were token from engineering pions and onr subject to survey. 3. Elevotions shown hereon are In feel and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades B finished floor elevations shown hereon ore from the construction plan for 'WMDHAM PRESERVE', City of Sanford Seminole County, Florida. S. This Specific Purpose Survey is for the location and elevation of the formtaords only (THIS IS NOT A BOUNDARY SURVE1n PREPARED FOR: ASHTON WOODS FLOOD ZONE - The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Mop Panel Number 12127C -0765H, in Flood Zone X" DESCRIPTION: LOT 110, according to the plat of "WYNDHAM PRESERVE" according to the plat thereof as recorded in Plat Book 81, Page 93 of the Public Records of Seminole County, Florida This certifies that a survey of the hereon described property was made under my supervision and meets the Standards of 555 Winderley Place, Suite 109 Maitland. FL 32751 Practice set for byrlRd'iiMd4 Board of Professional Phone: (321) 270-0440 Surveyors k Mo ppfl ptEr.¢j, Florida Administrvtive Fax: (813)248-2266 code, pure t ion.372 ,,norido Statutes. c Licensed Business No. LB 7768 GeoPoint Surveying, Inc. DAes D-., L iOer N0. .. . na OP' L56915PROFESS]618:St11i191'OR',.4QPR t Drown: MTP Checked: JDL P.C.: Dota FlI**ft &d -Plat NOT VALID WrrHOU,T'hl•SIGNATURE AND THE ORIGINAL Dote:1/18/18 Dwg:BAnenEmt-tatttg Order No.: — SEC. 117 - TWN.20 S. - RING. 31 E. I Field Bk: — RAISED 5 F RIDArilcwttg SI IRVEYOR AND MAPPER C w R as Na°1 Nm 10 125.3' C y O FP&L -Florido Power & Light o„ W w m Water Meter a°i c vt• U o-0 Z •o V ri) v v H RC®-Recloimed Water Meter Elev. -Elevation RCM -Reclaimed Water Valve v+ wCC O M -Coble Box G m N 001 dm a ma: U O Z0c N W Ai Z a, 3 Otero o pG o Ix O Www in x z H:,X 0: ISI z9:3 SALTMARSH LOOP S 89" 50' RIGHT—OF—WAY PRNATE ROAD) 2 X4.72' Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE% City of Sanford, Seminole County, Florida. Front 25' Rear 20' Side 7.5' FINAL BOUNDARY SURVEY WYNDHAM PRESERVE LOT 110 PB 81, PG 93) LOT 111 CV North boundary of Lot 110 W1 27.3' S/RP; WA,4f' 1 LB -Licensed Business LEGEND:ADUSSO-Acteas/Oroinoge/Utilities/Sidewalk R CO S -Survey PRM-Permonent Ref. Monument R -Reported 10 125.3' H O FP&L -Florido Power & Light 0 FFE -Flnish Floor Elevation D. . -Deed Book Water Meter I U P.B. -Plot Book 00 --Fire Hydrant Pg. -Page RC®-Recloimed Water Meter Elev. -Elevation RCM -Reclaimed Water Valve 1 1 M -Coble Box BP -Brick Paver dm CONC E) -Electric Box FFE -Finished Floor ElevationI-Light W I WALK GuyPole GTI -Grote Top Inlet N I t--GuAnchor RCP -Reinforced Conc. Pipe OU --Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole m -Sanitary Sewer Manhole I EWO -Electric Handhole w I CONCRETE P.K. -Parker Kolon Nail O DRIVEWAY WM-Gote Water Valve SPKD-Set P.K. & Disk L87768 Gas Meter I W1 27.3' S/RP; WA,4f' 1 LB -Licensed Business LEGEND:ADUSSO-Acteas/Oroinoge/Utilities/Sidewalk 8FP-Backflow Preventer Sight Distance Easement S -Survey PRM-Permonent Ref. Monument R -Reported PCP -Permonent Control Point D -Description FP&L -Florido Power & Light P -Plot FFE -Flnish Floor Elevation D. . -Deed Book Water Meter O.R.-Official Records Book D4 -Water Valve P.B. -Plot Book 00 --Fire Hydrant Pg. -Page RC®-Recloimed Water Meter Elev. -Elevation RCM -Reclaimed Water Valve Conc.-Concrete M -Coble Box BP -Brick Paver 1) -Telephone Box SW -Sidewalk E) -Electric Box FFE -Finished Floor ElevationI-Light Utility PoleCI -Curb Inlet GuyPole GTI -Grote Top Inlet Pole P.U.E.-Public Utility Easement t--GuAnchor RCP -Reinforced Conc. Pipe OU --Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS -No Comer Set (Falls in Water) m -Sanitary Sewer Manhole SF -Square Feet EWO -Electric Handhole D.U.E. -Droinage/Utility Easement FMGD -MAG NAIL do DISK COO -Clean Out P.K. -Parker Kolon Nail 1C1*DG-Irrigation Control Volvo p -Sign SIR -Set 1/2" Iron Rod L87768 WM-Gote Water Valve SPKD-Set P.K. & Disk L87768 Gas Meter FIR -Found 1/2" Iron Rod L87768 1 -Existing Grade FIP -Found 1/2" Iron Pipe L87768 CI -Blow -off Valve FPKD-Found P.K. Noil d: Disk L87768 --.--Drainage Flow Direction FCM -Found 4'x4" Concrete 10.0 Proposed Design Grade Monument PRM L877781L0.21-As-Built/Existing GrodqNote: Some items in above leae%n'mav not he sen ienhle 1 uescrlptlon I Date I Dwn.1Ck'd I P.C. IOrder No. v PRINCIPAL STRUCTURE SETBACK (TYp• co 11CV O DW 60.0 A/C PAD COVERED PORCH 9.3 o N i 1 STORY RESIDENCE r-t 3762 NIGHT HERON 8.0 DRIVE FFE= 28.11' B N N 09 U 58.0 115.00' S574703v LOT 109 DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. SURVEYOR'S NOTES: 1. Current title information on the subject property hod not been fumished 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 pertaining to easements, rights-of-way, not back lines, reservations, agreements, and other similar matters. 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 ore referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey Is subject to matters shown on the plot 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 parties. 6. This survey Is intended to be displayed at 1' 20'. 7. All boundary line dimensions are field measured unless otherwise noted. SIR v 29.7' W w O 00 LOT 110 y AREA = 6,900 S.F. +/- i 29.7' J J 1M1 O SIR BUII.DING LAYOUT NOTE: Contractor and owner are to verify all 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. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Map Panel Number 12127C -0765H. in Flood Zone —A" DESCRIPTION: LOT 110, according to the plat of "WYNDHAM PRESERVE" according to the plat thereof as recorded in Plat Book 81, Page 93 of the Public Records of Seminole County, Florida Last Date of Field Survey: 05/11/2018 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 Florida Board of Professional Fax: (813) 248-2266 Surveyors do Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768code, pursuant to on 472.027, Florido Stotutes. GeoPoint Surveying, Inc. mss D. Leviner LS6915 Drown: RCA Checked:JDL P.C.: Data File:erisswast-PlotFLORIDAPROFESSIONALSURVEYORd: MAPPER NO. ................ NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Dote: 05/14/18 Dwg:Br6oarEost-lottt0 Order No.: RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Raid Bk: S " w I ko Co A 0 1 m 01 m N O N L o a a, 0 cMe c o Z.a a 0 Is r 0 a O N mjn IL Q MIX u O Z0 0u N I, w. l ` WI 0 z3 OLL.o p a 0 at 0 W I W N xS2z F•I Z z SALTMARSH LOOP 50' RIGHT—OF—WAY PRIVATE ROAD) Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front 25' Rear = 20' Side = 7.5' O 89'43'03" W 2. 0' SIR 72' 7--2139 FINAL BOUNDARY SURVEY CV kA /CV Isdo 10CO 125.3' I 96 i jz I CONIC rzt I WALK H I I WYNDHAM PRESERVE LOT 110 PB 81, PG 93) LOT 111 North boundary of Lot 110 ? v PRINCIPAL BUI ONS SETBACK (Typ.) / 93VVG• 60.0 A/C PA D DG I STORY RESIDENCE 11.3 COVERED n 3762 NIGHT HERON 8 PORCH DRIVE r CONCRETE ; q DRIVEWAY N 1 ' I ; PRM-Permonent Ref. Monument 127.3' 1 I FFE= 28.11' W lVN U 115.00' S89943 LOT 109 I I rcr —rvv, &yw,„,q,,. LEGEND:ADUSSD-Access/Droinoge/Utilities/SidewolkLB -Licensed usmess BFP-Bockflow Proventer Sight Distance Easement SIR S -Survey PRM-Permonent Ref. Monument R -Reported PCP-Permonent Control Point D -Description FP&L -Florido Power do Light 29.7' P -Plot FIFE -Finish Floor Elevation D. Deed Book H -Water Meter O.R.-Official Records Book Da -Water Volvo P.B. -Plot Book f -Fire Hydrant Pg. -Pogo RIC®-Recloimed Water Meter Elev. -Elevation RICDG-Recloimed Water Valve Conc. -Concrete Coble Box BP -Brick Paver m -Telephone Box SW -Sidewalk m -Electric Box FFE -Finished Floor Elevation9-Light Utility Pole Cl -Curb Inlet Guy Pole GTI -Grote Top Inlet 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 (Foils in Water) 0—Sanitary Sewer Manhole SF -Square Feet EW* -Electric Hondhole D.U.E. -Droinoge/Utility Easement COO -Clean Out FMGD-MAG NAIL d: DISK VM-Irrigotion Control Valve P.K.-Porker Kolon Nail I' -Sign SIR -Set 1/2' Iron Rod L87768 W04 -Gate Water Valve SPKD -Set P.K. do Disk L87768Gos Meter FIR -Found 1/2' Iron Rod LB7768 1 -Existing Grade FiP -Found 1/2* Iron Pi L87768 a -Blow-off Valve FPKD -Found P.K. Nail d: Disk L87768 -ft- -Drainage now Direction FCM-Found 4'x4' Concrete Proposed Design Grade Monument PRM LB7778 As-Built/Exiatin GrodNote: Some items in above leaen may not be .`N1icable1 Date DIIIZENSION NOTE: Proposed building dimensions shown hereon are of the exterior. SURVEYOR'S NOTES: 1. Current title information on the subject property hod not been fumished 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 pertaining to easements, rights-of-woy, set bock lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground woe located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon ore In feet and oro referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of DRAM PRESERVE', City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey mops or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1' - 20'. 7. All boundary line dimensions aro field measured unless otherwise noted. 0-h BUELMING LAYOUT NOTE: Contractor and owner are to verify all 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. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C -0765H. in Flood Zone "X DESCRIPTION: LOT 110, according to the plat of "WYNDHAM PRESERVE" according to the plat thereof as recorded in Plat Book 81, Page 93 of the Public Records of Seminole County, Florida Last Date of Yield Survey: 05/11/2018 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 woe made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors do Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 cods, pursuant to Section 472.027, Florida Statutes. GeoPoint Surveying, Inc. Jes's D. Leviner ($6915Drown: RCA Checked: JDL P.C.: Data Flle:e.onEad-RotROFESSIONALSURVEYORdrMAPPERNO. ..............5 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 05/14/18 Dwg: WwonEmt-1ot110 Order No.: ^ RAISFn RFAI CIF A R nRInA I ICFNSFn SIIRVF1rnR ANn MAPPFR SEC. 17 - TWN. 20 S. - RNG. 31 E. Reld Bk: S ” SIR v .. 29.7' J V V r O Q 4 LOT 110 AREA = w 6,900 S.F. O F-' O O 9 29.7' BUELMING LAYOUT NOTE: Contractor and owner are to verify all 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. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C -0765H. in Flood Zone "X DESCRIPTION: LOT 110, according to the plat of "WYNDHAM PRESERVE" according to the plat thereof as recorded in Plat Book 81, Page 93 of the Public Records of Seminole County, Florida Last Date of Yield Survey: 05/11/2018 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 woe made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors do Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 cods, pursuant to Section 472.027, Florida Statutes. GeoPoint Surveying, Inc. Jes's D. Leviner ($6915Drown: RCA Checked: JDL P.C.: Data Flle:e.onEad-RotROFESSIONALSURVEYORdrMAPPERNO. ..............5 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 05/14/18 Dwg: WwonEmt-1ot110 Order No.: ^ RAISFn RFAI CIF A R nRInA I ICFNSFn SIIRVF1rnR ANn MAPPFR SEC. 17 - TWN. 20 S. - RNG. 31 E. Reld Bk: FORM R405-2014 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 110 - 1981 TR Builder Name: Starlight Homes Street: 3-- ^1 .-'t z n Permit Office: Seminole County City, State, Zip: Sanford , FL , 32 Permit Number: 7 a 8 Owner. ir lt.r .p ti,v Gi( Design Location: FL, Sanfordv Jurisdiction: Q S County:: Seminole5rbnaaComate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1955.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.70 ft' b. Frame - Wood, Adjacent R=13.0 291.67 ft= 3. Number of units, if multiple family 1 c. N/A R= ft= 4. Number of Bedrooms 4 d. N/A R= fta 5. Is this a worst case? No 10. Ceiling Types (1981.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1981.00 ft= 6. Conditioned floor area above grade (ft3) 1981 b. N/A R= ft' Conditioned floor area below grade (ft) 0 c. NIA R= ft' 11. Ducts R ft' 7. Windows(168.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 396.2 a. U -Factor. Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U -Factor: Dbl, U=0.58 48.0042 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U -Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.250 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1981.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1981.00 ft' b. Conservation features b. N/A R= ft* None c. N/A R= ft= 15. Credits Pstat Glass/Floor Area: 0.085 Total Proposed Modified Loads: 59.16 PASSTotalBaselineLoads: 60.13 1 hereby certify that the plans and specifications covered by Review of the plans and iTHE ST,gr this calculation are in compliance with the Florida Energy specifications covered by this y ., ' Code. calculation indicates compliance FO 3„ G- -ten with the Florida Energy Code. n„r'•••.:s €' PREPARED BY: Before construction is completed DATE: fa4i7il 7 this building will be inspected for 0 i acompliancewithSection553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD yyE'f J OWNER/AGENT: BUILDING OFFICIAL: DATE: dZK- ( DATE: /2-12-I Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/17/2017 10:22 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 6/17/2017 10:22 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 110 - 1981 TR User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1981 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot Information Lot # 110 Block/SubDivision: PlatBook: Street: County: Seminole City, State, Zip: Sanford , FL, 32773 CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5% 2.5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days . Moisture Range FL, Sanford FL ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1981 18423.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1981 18423.3 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 178.3 ft 0 1981 ft° 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Tested Tested Insul. Pitch deg) 1 Hip Composition shingles 2216 ft' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1981 ft= N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1981 ft' 0.1 Wood 6/17/2017 10:22 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 6117/2017 10:22 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 WALLS Adjacent Spate Cavity Width Height Sheathing Framing Solar Below 1 2 3 4 5 N E S W W Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 60 0 9 4.1 44 9 9 4.1 48 9 9 4.1 24 9 9 13 31 3 9 4 560.0 ft2 4 417.7 ft' 4 455.0 ft2 4 231.0 ft2 4 291.7 112 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.01 0 0 0 0 0 DOORS Ornt Door Type Space Storms U -Value Ft Width Height In Ft In Area 1 2 W Wood Main W Wood Main None None 39 3 39 2 6 10 10 6 10 20.5 ft2 19.4 112 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Omt ID Frame Panes NFRC U -Factor SHGC Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 N 1 Vinyl Low -E Double Yes e 2 Vinyl Low -E Double Yes e 2 Vinyl Low -E Double Yes e 2 Vinyl Low -E Double Yes W 4 Vinyl Low -E Double Yes 0.34 0.26 0.34 0.26 0.34 0.26 0.58 0.25 0.34 0.26 30.0 ft2 1 It 0 in 30.0 112 1 ft 0 in 30.0 ft2 8 ft 0 in 48.0 ft2 8 It 0 in 30.0 ft2 1 ft 0 in 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 402 ft2 402 ft2 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2149.4 118 221.91 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Duds 1 Central Unit Split SEER: 14 30 kBtu/hr 900 elm 0.75 1 sys#1 6117/2017 10:22 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM RAM -901d 6/17/2017 10:22 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 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 ft: DUCTS Supply -- Return — Air CFM 25 CFM25 HVAC # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 396.2 ft Main 99.05 ft Prop. Leak Free Main cfm 59.4 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fars: Cooling[[ ]] Jan Heatin[X] Jan Feb [[ ] Mar X] Feb IX Mar Apr Apr I Ma ri tun rl Jul rl Au May dun Jul Au SeprlSep E _] Oct Oct MNovNov Dec Dec Ventin [[ ]) Jan 11 ]) Feb [ki Mar X) A r May Jun Jul Aug Sep X] Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 7878 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 7878 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 6666 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 6666 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 65 0 0 1 - Electric Heat Pum 1 - Central Unit 6/17/2017 10:22 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 r FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 98 The lower the EnergyPerformance Index, the more efficient the home. Sanford, FL, 32773 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 (ftp 7. Windows" Description a. U -Factor. Dbl, U=0.34 SHGC: SHGC=0.26 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: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior Insulation b. Frame - Wood, Adjacent 1 c. N/A 4 d. N/A No 10. Ceiling Types a. Under Attic (Vented) 1981 b. N/A Area c. N/A 120.00 ft' 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 48.00 ft' 12. Cooling systems Ila a. Central Unit III 4.250 ft. 0.257 Insulation Area R=0.0 1981.00 ft' R= ft' R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: p Address of New Home: d----t: aCnl,GI,,-i City/FL Zip: LJ Insulation Area R=4.1 1663.70 ft' R=13.0 291.67 ft' R= Its R= Its Insulation Area R=30.0 1981.00 ft' R= ft' R= ft' R ft' 6 396.2 kBtu/hr Efficiency 30.0 SEER:14.00 kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat TUE s Vo rar o COD WS Note: This is not a Building Energy Rating. If your Index is below 70, your home may quality for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/17/2017 10:22 AM EnergyGaugeS USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.1.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 110 -1981 TR Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number. Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity s aces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/17/201710:22 AM EnergyGaugeO USA - FlaRes2014 Section 8405.4.1 Compliant Software Page 1 of 1 FA FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 110 - 1981 TR Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1981 sq.ft. Cond. Volume: 18423 cu ft. Envelope Leakage Test Results Regression Data: C: n: R, Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, bbt not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 9-01) `• `z 6/17/2017 10:22 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 110 - 1981 TR Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 14 Duct System Divide byLeakage Total Conditioned Floor Area) Qn,Out) I certify the tested duct leakage to outside, Qn, is not greater than the proposed duct leakage Qn specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by 1,111E STgT testing to Section 803 of the RESNET,; Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. i COD WE BUILDING OFFICIAL: DATE: 6/17/2017 10:22 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 110 - 1981 TR Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: System 2 Duct Test Time: Post Construction Duct Leaka-qe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide byLeakage Total Conditioned Floor Area) Qn,Out) I certify the tested duct leakage to outside, Qn, is not greater than the proposed duct leakage Qn specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: 6/17/2017 10:22 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 Project Summa Job: Starlight -Wyndham wrightsoft• Summary Date: 4/14/2017 Enure House By: Energy Air, Inc Plan: 1981 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407.886-3729 Email GRenner®energyair.com Web: www.energyair.com For: Lot 110 - 1981 TR, Starlight Homes Sanford, FL 32773 Notes: Design Information 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 Btuh Daily range L 0 Relative humidity 50 % Piping Moisture difference 44 gr/Ib Heating Summary Structure 17497 Btuh Ducts 1538 Btuh Central vent (65 cfm) 1830 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 20865 Btuh Infiltration 29 Method Simplified Construction quality Semi -tight Fireplaces 0.047 0 Static pressure Heating Cooling Area (ftz) 1983 1983 Volume (ft') 18498 18498 Air changes/hour 0.26 0.14 Equiv. AVF (cfm) 80 43 Heating Equipment Summary Make Carrier Structure 2278 Trade CARRIER AIR CONDITIONING Model CH14NBO300000A 197 Btuh AHRI ref 7835429 1917 Btuh Efficiency 8.2 HSPF Heating Input Heating output 28600 Btuh @ 47°F Temperature rise 29 OF Actual air flow 899 cfm Air flow factor 0.047 cfm/Btuh Static pressure 0.50 in H2O Space thermostat cfm/Btuh Static pressure Backup: Input = 6 kW, Output= 19028 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 16968 Btuh Ducts 2048 Btuh Central vent (65 cfm) 1248 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 20265 Btuh Latent Cooling Equipment Load Sizing Structure 2278 Btuh Ducts 197 Btuh Central vent (65 cfm) 1917 Btuh Equipment latent load 4391 Btuh Equipment total load 24656 Btuh Req. total capacity at 0.75 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 11.7 EER, 14 SEER Sensible cooling 21450 Btuh Latent cooling 7150 Btuh Total cooling 28600 Btuh Actual air flow 899 cfm Air flow factor 0.047 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.82 Capacity balance point = 37 OF Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl htSOft• 2017 -Jun -1710:21.08 9 Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACClk ...Specfic\Wyndham Preserve\Lot 110 - 1981 TR.rup Calc = W8 Front Door faces: W wrightsoft" Manual S Compliance Report Date: Stats 017 Wyndham Entire House By: Energy Air, Inc Plan: 1981 S 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407 88.3729 Email: GRenner@energyair.com Web: wAwenergyalr.com For: Lot 110 - 1981 TR, Starlight Homes Sanford, FL 32773 Design Conditions Manufacturer: Carrier Outdoor design DB: 92.6°F Sensible gain: 20265 Btuh Entering coil DB: 76.3°F Outdoor design WB: 75.9°F Latent gain: 4391 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 24656 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20916 Btuh 103% of load Latent capacity: 5203 Btuh 118% of load Total capacity: 26119 Btuh 106% of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 44.2°F Heat loss: 20865 Btuh Entering coil DB: 68.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 137% of load Capacity balance: 37 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 kW 91 % of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. 2017 -Jun -17 10:21:08 wrightSOft' Right-Suitee Universal 2017 17.0.08 RSU17013 Page 1 ACCP....Speck\Wyndham Preserve\Lot 110 - 1981 TR.rup Calc = WIJ8 Front Door faces: W wrightsoft• Duct System Summary Entire House Energy Air, Inc 5401 Energy Air, Cl. Orlando, FL 32810 Phone: 407-888-3729 Email: GRenner@eenergyaircom Web: www.energyaiccom For: Lot 110 - 1981 TR, Starlight Homes Sanford, FL 32773 Job: Starlight -Wyndham Date: 4/14/2017 By: in H2O Plan: 1981 S Name Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.165 in/l 00ft 0.165 in/l00ft Actual air flow 899 cfm 899 cfm Total effective length (TEL) Ox 0 VIFx 170 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk be 2 c 140 3 7 0.194 4.0 Ox 0 VIFx 24.7 120.0 st3 bed2 h 1195 56 44 0.181 5.0 Ox 0 VIFx 29.4 125.0 st2 bed4 C 2553 111 121 0.181 7.0 0x0 VIFx 29.4 125.0 st3 b3A h 1188 56 39 0.177 5.0 Ox 0 VIFx 33.1 125.0 st3 toyer h 1292 61 51 0.332 5.0 Ox 0 VIFx 9.3 75.0 kit -din -Faro C 2691 94 127 0.198 7.0 Ox 0 VIFX 21.5 120.0 stl kit-din-Fam-A C 2690 94 127 0.193 7.0 0x0 VIFx 25.3 120.0 stl kit-din-Fam-B c 2690 94 127 0.189 7.0 Ox 0 VIFx 27.9 120.0 stl lawn c 834 15 39 0.329 4.0 Ox 0 VIFx 10.0 75.0 mbe h 743 35 21 0.177 4.0 0x0 VIFx 33.2 125.0 st2 m br h 3013 142 123 0.171 7.0 OX 0 VIFx 33.5 130.0 st2 m wic h 1413 67 32 0.165 5.0 Ox 0 VIFx 40.0 130.0 st2 vnc2-A c 48 1 2 0.181 4.0 Ox 0 VIFx 29.8 125.0 st2 vAc3-A h 533 25 12 0.174 4.0 Ox 0 VIFx 35.7 125.0 st3 vAC4-A h 955 45 26 0.175 4.0 Ox 0 VIFx 40.3 120.0 st3 Bold/italic values have been manually overridden 2017 -Jun -17 10:21:08 wrightsoft• Right -Suite® Universal 2017 17.0.08 RSU17013 Pape 1 LCCA ...Specific\Wyndham Preserva\Lot 110- 1981 TR rup Calc = W8 Front Door races: W Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 281 381 0.189 699 10.0 0 x 0 VinlFlx st2 Peak AVF 302 223 0.165 553 10.0 0 x 0 VinlFlx st3 Peak AVF 241 204 0.174 545 9.0 0 x 0 VinlFlx Bold/italic values have been manually overridden 2017 -Jun -17 10:21:08 wrightsoft• Right -Suite® Universal 2017 17.0.08 RSU17013 Pape 1 LCCA ...Specific\Wyndham Preserva\Lot 110- 1981 TR rup Calc = W8 Front Door races: W U Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 0x0 899 899 0 0 0 0 Ox 0 VIFx 2017 -Jun -17 10 21:08 wrightSOft• Right -Suite® Universal 2017 17.008 RSU17013 Page 2 ACCK ...Specifie\Wyndham Preserve\Lot 110 - 1981 TR.rup Cale = W8 Front Door faces W Level 1 Job M Starlight - Wyndham Performed for: Lot 110 - 1981 TR Sanford, FL 32773 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyair.com M Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.08 RSU17013 2017Jun-17 10:21:16 m Preserve\Lot 110 - 1981 TR.rup