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Home My WebLink About3701 Saltmarsh Lp17-1275; PLUMBING (A)CITY OF SANFORD BUILDING & FIRE PREVENTION f PERMIT APPLICATION Application No: Documented Construction Value: S J as - W Job Address: Yl Q t Sci l+rncjsh Locv Historic District: Yes No Parcel ID: 09 Residential [T Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: ---Pt U rn b to — 4 ti Plan Review Contact Person:' tj Phone: a1 p l .3 3 3 Fax• ses ameSrfreet: City, State Zip: GY Title: 'iY)&n4 ' k Email: t. y`tt2 ' .Col, Property Owner Information Phone: Resident of property? : i , Contractor Informatinn Name J V't Q.C1t Street: 9 --) o City, State Zip: (2)>lArXi o Name: Street: City, St, Zip: Bonding Company: Address: Phone:. l) a 4l 2A .S Fax: State License No.: C F(, O 463 L) ) Architect/ Engineer Information Phon- Fax: E- ms Mortgage L Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Petmat 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 [CC 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 Owns/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent' Name j Signature ofNotary-Bract of Florida Date PATSUSI MY COUMISSION it FF 12M EXPIRES: August 25, 2o18 Bon9ed Ttw tloUry Puiurc UnAaM ' n Contractorls'i` "isers"onally 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: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30. 2015 Permit Application 9507 Slate Road 52 123 Miller Road Hudson, FL 34669 Valrico, FL 33594 727-863-5486 1 813-661-0707 Proposal No: 717-13526 r R.J. KIELTY PLUMBING • HEATING' COOLING 9701 Bachman Road Established 1973 Orlando, FL 32824 www.RJKleity.com 407-855-2636 State License N CF-0O20342 Page: 1 OF 1 Proposal Date: 712612017 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 materials 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 deviation from specifications below Involving extra costs executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, a s or dela beyond our control. Owner to carry fire,-omado, and other necessary Insurance. Our workers are fully covered by workers compensatio ' surance. f ; AUTHORIZED SIGNATUR THIS PROPOSAL NIA BE W ITHDRA N IF NOT ACCEPTED IN 30 DAYS. We hereby submit specifications andvsIrmates for. Master Bath 1 Shower Sterling Accord 60x34 Base 72270100 White With Wells And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell21-912 1.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath 1 Tub Sterling Accord 60x30 71140120 White 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 MOTE: Backfilling Included For Sewer a Water Only (Stab 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, specificallons and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. I agree to pay reasonable attorneys fees court costs in the event of legal action. A monthly service charge of 1 1/2% will be added after 30 days. Any sewer taps deeper than 4 1/2 feet or requires backhoe or dewatering will be an extra charge. SIGNED: (I Y 1 t a1A Q, DATE OF ACCEPTANCE a PAGE 2: Branch: Hudson 0 Last Edit By: Last Edit Dale: 7/27/2017 PL0R%1pnD- t'l,01R. Application for Paved Driveway, Sidewalk or Walkwa Includin Ri ht-of-Wa UsYggye& 1Landscaping in Right -of -Way www. sentoidn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax:407.688.6141 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 a i sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a t a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction' s right-of-way. All requested Information below as well as a current survey, site plan or plat cleariy'identifying the uowYrb r.below size and location of the existing right—of-way and use shall be provided or application could be delayed. Callberooyouey 1. Project Location/Address: 3701 Saltmarsh Loop, Sanford FL 32773 Lerr (3o 2. Proposed Activity: Driveway 0 Walkway n Other: 3. Schedule of Work: Start Date 7/15/2017 Completion Date 9/15/2017 Emergency Repairs 4. Brief Description of Work: Walkway from parking lot to model home This application Is submitted by: ft" Ity Signature: _ Y t U u Q czl Flt Print Name: S 0"A_ t • , Q JQ Q Address: 27 N Summedin Avenue, Orlando FL 32801 Phone: ( p=} -g l0 - (a { b Fax: Email: I dQJ0.'3 i(u Q MGpate: 1/2017 Maintenance ResponsibllitlesAndemnificatlon 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, removesaidinstalletionfimprovementfullyrestoringtheright-of-way to Its previous condition. In the event that any future construction of roadways, utilities, stofmwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pernittee shell 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 notcontinuouslymaintaintheimprovementandareainaccordancewithpreviouslystatedcriteria, 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 costa 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, suits, judgments; losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses Incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and Including an appeal), resulting In any fashion from or arising directly or indirectly out of or connectedwiththeuseoftheCity's right-of-way. I> have ad d understand the above statement and by signing this application I agree to Its terms. j} pB M NI r 9t>i E/ hr Date: 06/21/2017 Pre - pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: 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. Official Use Only Fee: Date: Date: Date: Date: Date: (+- Z2-Zo1-1 Date: ROW Use Diiveway.W 130 - 3-101 Sn1 r-cr,ocs CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION ; Application No. Documented Construction Value: $ 2-Sg865- .3AI Job Address: GQ4MQ . i_QQ, (,rA- :6) Historic District: Yes No Parcel E[): ResidentiaA Commercial Type of Work: • New Addition .Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: }srn r c11Y1f"C, Phone: LIM •-ICL- (M(n1 Fax: Email: =z,= \QC_:`•' Property .Owner Information c0m Name Sri _ o n b Phone: Street: 715-15 y,,_D(dj Resident of property?: Nj2k City, State Zip: \ _EL _s'c \c t Contractor Information Name 'r Phone: '••%'1 • 7C C Street Fax: City, State Zip: \&2_ nn I State License No.: Cc -Jr. 1 Architect/Engineer Information Name: o ywtn A- V,-a4n Street: _ lea City, Si, Zip: Bonding Company: Address: Phone: Fax: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY:RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT. WITH YOUR- LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance -of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be 'secured for elet;trical 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: St° Edition (2614) Florida Building Code. Revised: June 30, 2015 (41 - I X-4 as43 ` I S Permit Application S 3a as L431 r \W - 33m1 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 requifementslof 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: 1 certify that all of the foregoing information is accurate and that all. work will be, done incompliance with all applicable laws regulating construction and zoning. 64, e4bI I Signature of Owner/Agent Date Signature of Contractor/Agent trite Robert Willete Print OwnedAgent's Name Print C ent's No e Signature of Notary -State of Florida Date tgi to WOOLNANE W COWSSION 1 FF 927159 EXPIRES: October 13, 2019 fG •'' eonaaa 7Ati ttotay PaSfie Uaaaiwlan Owner/Agent is Personally Known to Me or Contractor/Agent is -X Personally Known to Me or Produced M Type of ID Produced:ID Type of ID BELOW IS FOR OFFICE USE .ONLY' Permits Required: Building [a Electrical g Mechanical [r Plumbing®' Gas Roof Construction Type: V5 Total Sq Ft of Bldg: Z,A8Z Occupancy Use: 9-3 Flood Zone: X -5 zE k—(T Min. Occupancy Load: t3 # of Stories: 4 New Construction: Electric - #'of Amps 11570 Plumbing - # of Fixtures 1 5 (1Z ISATItS, Fire Sprinkler Permit: Yes NO[' #• of,Heads Fire Alarm Permit: Yes NOR APPROVALS: ZONING: 612AI UTILITIES: WASTE WATER: ENGINEERING: M'` 5 " \ 5- t TIRE: COMMENTS: — Ok to construct Single Family home with setbacks and impervious area shown on plan. 2y.4) % intp, 18Z7 l:Zrc Ply , Eleva*o>1 U, 6-ara9e f—'rjA4- BUILDING: IF G - 9 -17 Revised: Juno 30. 2015 ' Permit Applibation L(3,1- 130 - S-io\ C—o\A- CITY OF. 9ANFbRO BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 11 Documented Construction Valdefl. !9 1 V_:, qtSa,!j5q Job Address! 10\ GQ4=jr;,` 12r Historic District: Yes EINA Parcel1l): Residential , CommercialE] Type of-Wdr.k: - New yX Addition 11 AlterationEl Repair El 'Demo 11 -Change' of'Uge-11 Move 0 Description of Work:. Mpg, nor r Plan Review Contact Person: P, _0MlkI MR-1F-06-1MAI&I Phone: 4M --1 Fax: ... Email: Property.. Qwner Information Name s6na;aa \ruee cNk=l \rc- Phone: Street: - lezinc, Residentof property?: No City,'State: Zip:- 13t;\aoda Conttactor Information Name GA- J= 1J. Phone! 10-14dirl-A-7ft-27) Strebt: to Fax: City State - Zip:. La\&e- State License No..: A2C23r_ 16=3LAD Architoct/engineer Information Name; H6i- vv_rr% Phone: Qro- Street,- CIYV. Yvvl. mavk, !2.A- Fax: City, St, zip: W16vr- E:-mail: ,VeA_ (230voi Bonding:CVmoafty: Mortgage Lender: _I.Q Address:- Address: WARNING TO OWNER: YOUR FAtLURVT0 RECORD A NOTICE OF -COMMENCEMENT MAYRESULT-IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR .PROPERTY. A NotildE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IFYOU.-INTEND TO OBTAIN FINANCING; CONSULT. ' WITH YOUR- LENDER OR A . N Alt6kNE'k BEFORERECORDING'* YOUR NOTICE OP COMMENCEMENT. ' Applicatibn is hereby made.,jq-ofitain xpermit to do the work and installations as indicated. I certify -that -no work or.,instaUation has commenced prior to the issuanti.,.4f a pertnit and that all ivork,iWfl b,q.pizif6ffhe4-td meet standards of all laws-regu%firig construction, in this jurisdiction. - 1.underitan.d, that. ii. separate peradt-rui ' t#_,.ke 'secured for elettfital w.ork,..#liAfiibIhgq..Ajns, wells, pools; furnaces; hollers, heate rsi'tan4, and air tbndIdonees,-etc. FBC 1053SM11 be Inscribed with -the date -of..gippdcation,and,tke.code*in effect as of that -date: 511Editl6n (MIQ Florida Building Code. Revised:-June-30. 2015 Nit Application L-ay % — Zo Ivl NOTICB 1n. addition to the requirements of;this peftnit, there *y be additional restrit:tions'applicable to this;property that maybe found in the public records ofthis county; and'tlie&.May be additionotpermits requited.from.otfierigovernmental-entities such as water manageinerit districts, state agencies;49f federal agencies. Acceptaace•of permit is verification that I will notify the owner of the property,of the requitements`of Florida Lien Law, FS'713. The City of Sanford requires pa*erit of.a plan review fee at the tifne.of permit -submittal. A copy -of the. -executed contract:is required in order to calcalate..a plan review chnrgaand,will be considered. the estimated cons iructiorr value of the job-acihe iime;of submittal. The- ktual-.coristrubtibn value4ill 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; cfedit will be applied to your permit: fees when the permit is issued: OWNER'S AFFIDAVIT: I certify that all.of:the foregoing infor'iriation Is atttitate•and that an. work will be:done in compliance with all applicable laws regulating construction and- zoning. Signature of Owner/Agent Date Print Owner/Agenei Nitnq Signature of Notarystate of Florida Date jA, ybl Signature ofCoehactcr/Agent Dike RobeA Wallets. Pratt Co ent's Na e IN c0MMISSION ! FF W159 EXPIRES: October 13.2019 Muted nun Wary Pubrie undewkM Owner/Agent is :Personally Known-to.lvfe.oi Contractor/Agent-is-:Personally-Known to Wor Produced m 'Type of ID" Produced•H) Type of1D BELOW IS FOR OFFICE USE ONLY' Permits'Required: Building Electrical Wchanical Plumbing Gas Roof Construction Type: Occupancy'Use: Flood Zone: Total Sq F,t-of Bldg: &fn:,Occupan.cy Load: # of Storis: New Construction: Eleetric - 9-of Amps Plumbing #' of Fixtures Fire Sprinkler -.Permit: Yes No j ##• of -Heads:. We: Alarm Permit: Yes No APPROVALS, ZONING-.aZZ UTIJ,ITIE.S: 13'6-" - ASTE:WATER:. ENGINEERING:. M%C - 5 - `5" GRE: COMMENTS: _ Ok to construct Single Family home with setbacks and impervious area shown on plan. 2t{.,l % inV. 18Z-7 lire 4R4 , E levatf ovt U, 6ztrCt9e- 1-4f- BUILDING: Reyiaed: June 30,.2015 Pemtit:Applibatioa 6-7& -sue- a4V0 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 17/12/75 00 Documented Construction Value: S 41300 -3 9 io Job Address: ' 3701 SALTMARSH LOOP Historic District: Yes No Parcel ID: Residential @ Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: PHONES,CABLES, SECURITY, AUDIO Plan Review Contact Person: JAMES BRIAN JOHNSON Title: OPERATIONS MANAGER Phone: 678-566-2640 Name STARLIGHT HOMES Street: Fax: 678-566-2642 Email: SCHEDULING@PHOENIXSYSTEMS.TV Property Owner Information E.LAKE MARY BLVD & BRISSON AVENUE S. City, State Zip: SANFORD, FL 32773 Name PHOENIX SYSTEMS Street: 1000 WINDWARD RIDGE PKWY Phone: 407-722-2504 Resident of property? : Contractor Information City, State Zip: ALPHARETTA. GA 30005 Name: Street: City, St, Zip: Bonding Company: Address: Phone: 678-566-2640 Fax: 678-566-2642 NO State License No.: LVU05411 Arch itect/E ng I neer Information Phone: Fax: E-mail: Mortgage Lender: Add ress: 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. 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: 5t° Edition (2014) Florida Building Code Revised: June 30, 2013 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. i- Signature of Owner/Agent Date Signature of Contractor/Agent Date m es 5. J6-Ansm nt Owner/Agent's Name j 11111 /111 i Contractor/Agent's Name lo7shoil f dig n s'at5'a reof otary•Stote of Florida : y DatetreofNotary -State of Florida t9 Z •\' a• ems ON .., Owner/Agent is s vo *O y Contractor/APersonallyKnowntbrj1e6tnSj F ant is Personal) g y Known to Me or Produced ID Type of ID _1011111111` Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: RpviaeA• lone in 9nl C Permit Annlirerinn 8/22/2017 https://db.greatbuildersolubons.com/polpo_maintain varianceoos_print-po.php?purchase order id=3579291&local_referer app=po_maintain... Starlight Holdings .L.L.C. 1405 Old Alabama Road, Suite 220 Finalized on: Aug 22, 2017 08:53:45 AM A S N TO N Roswell, GA 30076 Distributed: N.A. (Not distributed) WOODS," VARIANCE PURCHASE ORDER # 3579291 Vendor: 1018437 (Phoenix Systems) Super details: Name: Sarah WOOlwine 1000 Windward Ridge Parkway, Alpharetta, GA, 30005 Supply to: Project: FLBE (Wyndham Preserve 401) Section: Block: Lot Number:130 Address: 3701 Salt Marsh Loop, Sanford FL 32771 Floorplan: 1827 U (Firefly) Lot ED: 110464 Lot 0 K 1. Receipt of this Order is Binding on Vendor for materials at prices 6. Starlight Homes reserves the right to cancel if order not filled as specified specified. 2. A signed Delivery Ticket Copy MUST accompany each invoice 7. Partial shipments WILL NOT be accepted submitted for payment. 8. Vendor agrees to comply with the requirements of Health and Safcty 3. NO liability will be assumed for materials placed on job in excess of Laws and Regulations and hereby RELEASES the Purchaser of ALL specified P.O. amount liability, of whatsoever nature because of Vendor"s employees (or 4. Purchase Orders apply ONLY to job indicated agents) injuries or negligence while on Purchasers jobsite. S. Place Purchase Order Numbers on ALL shipments. invoices and correspondence. Note: Standard Low Voltage Package - $839.00 Premium Network Package - 795.00 24 Port Network Switch - $175.00 Additional CAT5E Outlet - 195.00 Media Outlet - $1210.00 Home Automation Package - $1125.00 3006 (Electrical Turnkey) Other Items Item Description Tax price et Reason Standard Low Voltage Package - $839.00 Premium Network Package - 1. $795.00 24 Port Network Switch - $175.00 Additional CATSE Outlet - 0.00 4339.00 MLOTOVER 195.00 Media Outlet - $1210.00 Home Automation Package - $1125.00 Grand4339.00 Total Authorized Signature Vendor Approved For Payment Gulf Lake Contracting Inc. 1018437 (Phoenix Systems) By: Date: By: By: Date: Date: https://db.greatbuildersolutions.comlpolpo_maintain variance_pos_print-po.php?purchase order_id=3579291&local_referer app=po_Maintain varian... 1/1 mpWNIX Date: 17-Aug mmKmRequested By: 1B Hudson SALES CENTER: Standard Low Voltage VPO Request & Detail Community Name: Wyndham Preserve Address: 3701 Saltmarsh Loop, Sanford, FL Lot #: 130 ITEM QTY COST TOTAL COST STANDARD LOW VOLTAGE PKG 1 839.00 839.00 CatSe Outlet 6 Pin Test All CatSe Outlets 1 Service Feed (1 Cat5e/ 1 RG6) 1 20" Enclosure 1 Trim Kit Modules Only 1 Security Prep 1 Low Voltage Permit Fee 1 PREMIUM NETWORK PKG 1 795.00 79S.00 42" Enclosure Upgrade 1 Wireless Access Point 1 Cate Outlet 2 24 PORT NETWORK SWITCH 1 17S.00 275.00 ADDITIONAL CATSE OUTLET 3 65.00 195.00 MEDIA OUTLET 11 110.00 1,210.00 HOME AUTOMATION PKG 1 1,125.00 1,12S.00 2Gig Wireless Security System 1 Keypad Prewire 2 Wireless Door Contact 3 Wireless Motion Sensor 1 Smart Door lock i Smart Thermostat 1 Smart Light Switch (Front Porch & Foyer) 2 1 Year SECURITY MONITORING 1 288.00 288.00 ADDITIONAL WIRELESS DOOR CONTACT 1 50.00 50.00 ADDITIONAL WIRELESS MOTION SENSOR 1 150.00 150.00 ADDITIONAL KEYPAD PREWIRE 1 65.00 65.00 2GIG PANIC BUTTON 6 75.00 450.00 CAMERA SYSTEM 1 2,995.00 2,995.00 4 Ch. DVR 1 Analog Dome Camera 4 CCTV Monitor 2 CCTV Monitor wall mount 2 FLAT PANEL INSTALLATION PKG 4 400.00 1,600.00 Installation Labor 1 Large Wall Bracket- Tilt 1 1m HDMI Cable 1 APPLETV- 32GB 4 150.00 600.00 55" FLAT PANEL TV FROM BEST BUY 4 645.00 2,580.00 TOTAL VPO AMOUNT REQUESTED: $13,117.00 ASHTON WOODS HOMES - ORLANDO VPO REQUEST FORM REQUEST THAT EXCEED $100.00 MUST HAVE MANAGEMENT APPROVAL BEFORE WORK IS AUTHORIZEDI DATE: 08n=017 COMMUNITY: Wyndham Preserve LOT NUMBER:130 VPO # FLSE004 VENDOR Phoenix VENDOR NUMBER 11116437 COST CODE 3006 BACKCHARGE VENDOR CONTACTED DATE Model Maintenance M Sales Office Start U - must have Controllers Si nature Desi n Center - must have Design Center Managers Si natu Q ISite Maintenace L—ISpec Maintenance n - Must have Land DevelopmentManagers Signature MATERIAL CODE DESCRIPTION QUANTITY SHIPPED QUANTITY NEEDED DOLLAR AMOUNT 1 Year SewrllyMorwring 288.00 Addllbnel wtraless KeyPads 50.00 Adddonal Males* Motion Sensor 150.00 AddVa" Keypad Prewha Sa5.00 2GIG Panic Button 450.00 Camera System 2.995.00 Flat Panel InsinOatlon Package 1,600.00 Appletv - 32GS 600.00 ST Flat Panel TV 2.580.00 VARIANCE EXPLANATION: Low voltage Padrage for Sales center Project Manage Sarah WoolWne osc anw r a zra aaP Purchasing Manager VP of Operations Land Development Manager Design Center Manager Controller Date: Wn=17 Date: Date: Date: Date: Date: REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Lo-r Altamonte Springs, Casselberry, Longwood, Oviedo, SanforT, Seminole County, Winter Springs Date: Project Name (t,n t ",rL}QProject Address: 3_-+CA L_GC P Building Permit #: I-+- 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. Erie Karsten Print Name of OD/Tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print Nam ractor Signature of Gen. Contractor CGC1522347 Gen. Contractor License # knCDbL &sky-klrwkPrintNamefEl. Contractor Signature of El. Contractor FC Ond-2309(b El. Contractor License # CALLED INTO: Progress Energy Florida Power and Light on / / Rev.02/10/15) COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100003 BUILDING APPLICATION #: 17-10000359 BUILDING PERMIT NUMBER: 17-10000359 DATE: June 19, 2017 UNIT ADDRESS: SALTMARSH LP 3701 17-20-31-501-0000-0010 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PARCEL: PLAT BOOK: PLAT BOOK PAGE: BLOCK: TRACT: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INVESTMENTS LLC ADDRESS: 27 N SUMMERLIN AVE ORLANDO FL 32801 LAND USE: WYNDAM RESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: MODEL HOME 3701 SALTMARSH LOOP WYNDAM PRESERVE L6T 130 SFR FEE BENEFIT RATE UNIT TYPEDIST SCHEDRATEUNITS CALC UNIT TYPE TOTAL DUE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS N/A 1.000 dwl unit 705.00 Single Family HoN Aing .00 FIRE RESCUE 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 SCHQOLS CO -WIDE ORD 1.000 dwl unit 54.00 PARKSSSingle Family Housing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: SIGNATURE: v PLEASE PRINT NAME) DATE: r4 NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER ANDENSURETIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 1U, 2-FINANCE 4-LAND MANAGEMENT 1\1 NOTE** ^ 1 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROADFIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL 1ISSUANCEOFABUILDINGPERMIT. \ t// PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVEBUTNOTLATERTHANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THk 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 STREETSANFORDFL, 32771; 407-66S-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 ORDERAND SHOULD REFERENCE THECOUNTYBUILDINGPERMITNUMBERATTHEfOPLEFTOFTHISSTATEMENT. 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. THIS INSTRUMENT PREPARED BY: Name: Starlight Homes FL, LLC Address: ' uQu1LC l2 NOTICE OF COMMENCEMENT State of Florida County of Seminole GRANT MALOY SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8935 Pg 50 (1Pgs) CLERK'S O 2017040809 RECORDED 06/16/2017 01:25:59 PM RECORDING FEES $10.00 RECORDED BY ,ieckenro Permit Number: [1— 1115 Parcel to Number: 17-20-31-501-0000- 01 OO The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following icn foprtmation is provided in this Notice of Commencement. DESG 11P9,81Iff1Oar3h LOOP,BfITO a r Llor of,prgpeOrtypgd street address if available) G6NERAL Or1StrUCil011 OT new ION F pIIP120VEMENT: OWNER INFORMATION: Name: Bdsson Investments, LLC Address: 27 N Summerlin Avenue, Orlando FL 32801-2929 Fee Simple Title Holder (i(other than owner) Name: N/A Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200 Roswell GA 30076 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: N/A Address: In addition to himself, Owner Designates of To receive a copy of the Lienoes 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 penalties of perl'u I that I have read the foregoing and that the facts stated in it are true to the best f no dge n ellef. X / Larry Dale — s Signature Owners Printed Name W FI tatute 713.13(1 xg): ' The owner must sign the notice of commencement and no one else maybe permitted to sign in his or her stead.' f j , u CL a a~t dc State of County of p u p The foregoin instrument was acknowledged before me this day of 20 ~ 00 L" byLM Who Is p rsonally known to me ii u p z Name dperson making statement O _ O OR who has produced Identification type of identification produced: t-, wLa off -If " CHRISTINA M. LEE t ac P' Z I oc pCommission # FF 158194 °; z W y Expires October 11, 2018 eanwd rlw Tnq Pin 1A3=nW sco M5.7019 Notary Signature REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES - DETACHED Permit # 17-1275 Address: 3701 Saltmarsh Loop BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 1000 Final Siding/Stucco 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final i i YtirMbING PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 ItCity of Sanford Building and Fire Prevention. Division 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 - August 2017 BP# 17-1275 3701 Saltmarsh Loop Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE SQUARE FOOTAGE OF GARAGE ONLY: 2079 square feet 403 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 2482 square feet Dollar Valuation of Work: 1 $254,865.34 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 78.41 1,824.06 25.00 764.60 2,692.07 f Plumbing Fixture Calculation 17-1275 3701 Saltmarsh Loop Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 2 Laundry Tubs Water Heaters 1 Lavatories 2 Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - - Is Permit #: 17- 1275 Address: 3701 Saltmarsh Loop Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 1 Number of Bathrooms: 2 Square Footage: 2482 Plumbing Fixtures: 15 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 13 Revision Response to Comments Permit # I-I-IA-15 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date (o--P,_1-7 Project Address: 3JEA S&I+nrbrAh Limo Contact: ArnIj i=nCty Ph: !A()-1-qL4 7 - 81Fax: Email: nrny ; 0itic Prvi 01i bameKlan - CAM Trades encompassed in revision: Building Plumbing EI0Electrical MechanicalLife Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building S'.F 6 -I?-17 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION D 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-1275 Date: 05/25/2017 Project Description: New SFR Contact Name: Shayne Mangel Job Address: 3701 Saltmarsh Loop (Lot 130) Contact Email: Shayne.Mangel a(-).starlighthomes.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two conies ofaffected nkn streets and/or supplemental information as requested Permit subminals will not be accented wilhoul two conies. COMMENTS: J/I. The City of Sanford is located within the 139mph (ultimate) 108mph (nominal) wind speed area for Risk Category II structures. The plans have been designed for 136 mph. Please revise the plans as they are required to be designed to meet the required wind speed for the City of Sanford, without interpolation. FBC 102.9.2; Submittal Guidelines (FBC 107.3.5) J 2. The plans for each house are required to be site/lot specific (as previously discussed). The plans reference different elevation options, the index on the cover sheet includes pages for different elevations — pages that are not present in the plans. Please revise the plans to only include references to the specific model and elevation that is being built. In addition the index is required to list the specific pages included in the set of plans. FBC 107.2.1; Submittal Guidelines (FBC 107.3.5) 3. All plan pages are required to be consistent — the floor plan references offices while other pages reference bedrooms and a garage; there are exterior doors/door pads shown on the floor plan but not on the other plan pages; elevation pages are not consistent with the floor plan. In addition, any extra electric that will be installed (receptacles, recess lights, etc) for offices/sales center are required to be shown on the plans. FBC 107.2.1 4 Plan page FLE 1.0 shows an "Option" for a covered porch. Structural options such as this need to either be incorporated fully into the plans or removed from the plans for clarification. Again, plans must be lot specific. FBC 107.2.1 J/5. All code references on the plans must reference the current code in effect — the 2014 Florida Building Code. There are references to unknown codes on the plans that need to be identified to either be in accordance with the 2014 FBC or revised Examples: Page FLA5.3 "2012 IRC"; Page FLA0.1.2 "NCRC"; Page FLA5.3.1 "CBC") FBC 107.2.1 6. Please provide two (2) copies of a Service Riser Diagram indicating the service size and the bonding to the footer steel, in accordance with NEC 250.50. FBC 107.2.1; Submittal Guidelines (FBC 107.3.5) 7. Please provide two (2) copies of an Electrical Load Calculation, in accordance with NEC Article 220 FBC 107.2.1; Submittal Guidelines (FBC 107.3.5) AA disconnect is required for the A/C condenser. Please indicate on the electrical page of the plans. FBC 107.2.1; NEC 440.11 9. A switched or wall -controlled lighted outlet is required for the attic access. Please indicate on the electric page of the plans. FBC 107.2.1; NEC 210.70(A)(3) 10. Please show the location of the electric service panel (interior and exterior) and service meter on the electrical page for clarification. Also, if the builder is wishing to have T.U.G. inspections, a GFCI receptacle is required at the exterior service panel. FBC t07.2.1; Submittal Guidelines (FBC 107.3.5) 11. All carbon monoxide detectors must be within 10 feet of a bedroom. Please revise the location of the carbon monoxide detector to be in compliance from Bedroom U. FBC 107.2.1; FBCR R315.1 J 12. Please place a note on the electrical page of the plans that all smoke alarms/carbon monoxide detectors/combo units must be hard- wired, interconnected and provided with battery backup. FBC 107.2.1; Submittal Guidelines (FBC 107.3.5), FBCR R314.4, R314.5 & R315.1.1 13. The Plumbing Riser submitted for review is required to show all pipe sizes and VTR sizes. Please revise. FBC 107.2.1; Submittal Guidelines (FBC 107.3.5) 14. The Roof Framing Plan on Sheet S3.3 is required to show the Truss ID's for clarification FBC 107.2.1; Submittal Guidelines (FBC 107.3.5) 15. Please revise the plot plan and resubmit two copies — the plot plan is required to show the location of the A/C pad and any exterior door concrete pads. FBC 107.2.1; Submittal Guidelines (FBC 107.3.5); FBC 107.2.5 16. Plan Page SD2.0 Detail "T" references "Nail Studs Together per Detail "M". There is no Detail "M". Please revise FBC 107.2.1 17. The Builder is required to sign and completely fill out the EPL card located within the Energy Calculations. Please resubmit two 2) copies of a signed EPL card. FBC 107.2.1; 2014 Florida Energy Conservation Code 401.3 18. The Product Approval package is a complete submittal, however Product Approval packages are required to be lot specific. The submittal for the exterior door includes door specification for both inswing and outswing doors when only an inswing door is being installed. Also the sliding door submittal includes a 2-panel and 3-panel door when only a 2-panel is being installed. In the future please verify the products submitted are specific to the home. No action needed for this comment. Incomplete Review. Missing and Inconsistent Information** Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with lire Plans examiner to discuss comments will require an appointment, arranged by Phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner 2- June 7, 2017 Re: Wyndam Preserve Lot 130 Address: 3701 Saltmarsh Loop To whom it may concern: This letter is a summary of the corrections being submitted per Steve Fiorey's review comments. 1. The City of Sanford is located within the 139mph (ultimate)108mph (nominal) wind speed area for Risk Category II structures. The plans have been designed for 136 mph. FBC 102.9.2 a. We have re-evaluated the model to meet the minimum design wind speed of 139 mph. Notes on sheet S0.0 have been revised to read "140 MPH- Exc C" and the "Window & Door Ultimate Wind Pressures" schedule has been revised to meet the required design wind speed. 2. The plans for each house are required to be site/ lot specific with specific elevation FBC 107.2.1 a. Plans were revised and are now site/ lot specific 3. All plan pages are required to be consistent- the floor plan references offices while the other pages reference bedroom and garage; there are exterior doors/ door pads shown on the floor plan but not on the other plan pages; elevation pages are not consistent with the floor plan. In addition, any extra electric that will be installed (receptacles, recess lights, etc) for offices/ sales center are required to be shown on plans. FBC 107.2.1 a. Plans have been revised 4. Plan page FLE1.0 shows an "option" for a covered porch. Structural options such as this need to either be incorporated fully into the plans or removed from the plans for clarification. FBC 107.2.1 a. The covered porch option has been removed from the plans S. All code references on the plans must reference the current code in effect- the 2014 Florida Building Code. There are references to unknown codes on the plans that need to be identified to either be in accordance with the 2014 FBC or revised FBC 107.2.1 a. References have been updated to reflect current building code 6. Please provide two (2) copies of the Service Riser Diagram indicating the service size and the bonding to the footer steel, in accordance with NEC 250.50 FBC107.2.1; Submittal Guidelines (FBC 107.3.5) a. Service Riser Diagram attached 7. Please provide two (2) copies of an Electrical Load Calculation, in accordance with NEC Article 220 FBC 107.2.1; Submittal Guidelines (FBC 107.3.5) a. Electrical Load Calculations attached 8. A disconnect is required for the A/C condenser. Please indicate on the electrical page of the plans. FBC 107.2.1; NEC "0.11 a. Disconnect has been added 9. A switch or wall -controlled lighted outlet is required for the attic access. Please indicate on the electric page of the plans. FBC 107.2.1;NEC 210.70(A)(3) a. A switch has been added onto the electric page 10. Please show the location of the electrical service panel (interior and exterior) and service meter on the electrical page for clarification. Also, if the builder is wishing to have T.U.G inspections, a GFCI receptacle is required at the exterior service panel FBC 107.2.1; submittal guidelines (FBC 107.3.5) a. Panel location has been added 11. All carbon monoxide detectors must be within 10 feet of a bedroom. Please revise the location of the carbon monoxide detector to be in compliance with bedroom #3. FBC 107.2.1; FBCR R315.1 a. Carbon monoxide location has been relocated on plan 12. Please place a note on the electrical page of the plans that all smoke alarms/ carbon monoxide detectors/combo units must be hard -wired, interconnected and provided with battery backup. FBC 107.2.1; submittal guidelines (FBC 107.3.5), FBCR R314.4, R314.5 & R315.1.1 a. Note has been added- submittal guidelines (FBC 107.3.5), FBCR R314.4, R314.5 & R315.1.1 13. The plumbing Riser submitted for review is required to show all pipe sizes and VTR sizes. Please revise. FBC 107.2.1; submittal guidelines (FBC 107.3.5) a. Revised plumbing riser showing all pipe sizes 14. The roof framing plan on sheets S3.0 and S4.2 are required to show the truss ID's for clarification FBC 107.2.1; submittal Guidelines (FBC 107.3.5) a. Roof framing plans on the sheets referenced above have been updated to show the truss ID's 15. Please revise the plot plan and resubmit two copies- the plot plan is required to show the location of the A/C pad FBC 107.2.1; submittal guidelines (FBC 107.3.5); FBC 107.2.5 a. Revised plot plans showing the A/C pad 16. Plan page SD2.0 Detail "T" references "Nail Studs Together per Detail"M". There is no Detail "M". Please revise FBC 107.2.1 a. Detail "M" has been added to the referenced page 17. The builder is required to sign and completely fill out the EPL card located within the energy calculations. Please re -submit two copies of a signed EPL card. a. The EPL card has been signed Thank you in advance for your assistance. Should you have any questions, please call me at 407-708-0161. Sincerely, Shayne Mangel Permit Coordinator 1064 Greenwood Blvd. Suite 124 Lake Mary, FI.32746 AW ASHTON WOODS. June 6, 2017 Shayne Mangel STARLIGHT HOMES — ORLANDO 1064 Greenwood Blvd. Suite 124 Lake Mary, FL 32746 t STARLIGHT HOMES Subject: Brisson East/ Wyndham Preserver Permitting Comments Plans updated for the follow codes based on review comments on the Architectural plan set FBC 107.2.1, FBC 107.2.4, FBC 107.2.4, FBC 107.3.5, NEC440.11, NEC210.52(D) FBRCR314.4, R314.5, R315.1.1 Reference: Addressed the following comments 1. Plans must be a site specific plan set, including lot number 2. Index on cover page should be consistent to the pages present in lot specific plan set. 3. Remove optional call outs that are not included on lot specific plan set 4. Plans should only reference Florida Building Code 5. Call our A/C condenser disconnect 6. Confirm GFCI outlets are located correct distance from sinks 7. Show location of electrical service panel on plan set 8. Expand note on Smoke/CO detector to include "must be hardwired, interconnected and provide battery backup" Shayne, Per your request we have addressed the Architectural reference items on the enclosed site specific plans sets. Please use the new site specific plan for your resubmittal. We have revised these comments and will include them on any future lot specifics plans. If you have any questions or would like any further clarification, please feel free to contact our office. Respectfully, wdltx-14 Adam Weaver Vice President of Purchasing and Starlight Product Development Ashton Woods - Corporate Headquarters 1405 Old Alabama Road, Suite 200 1 Roswell, GA 30076 MULHERN+KULP residential structural engineering 20 South Maple Street, Suito 150 • Ambler, PA 19002 p 215.646.8001 • mulherakulp.com June 7, 2017 Shayne Mangel STARLIGHT HOMES - ORLANDO 1064 Greenwood Blvd., Suite 124 Lake Mary, FL 32746 Subject: Wyndham Preserve/Brisson East — Lot 130 Model 1827 Response to Plan Redew Comments M&K Project Number 181-17004 Shayne: It has come to our attention that the City of Sanford has reviewed the lot referenced above for the Wyndham Preserve/Brisson East community and has issued plan comments based on their review. We have addressed all comments pertaining to the structural design and our response is as follow: 1. The City of Sanford is located within the 139mph (ultimate) 108mph (nominal) wind speed area for Risk Category II structures. The plans have been designed for 136 mph. Please revised the plans as they are required to be designed to meet the required wind speed for the City of Sanford, without interpolation. FBC 102.9.2; Submittal Guidelines (FBC 107.3.5) We have re-evaluated the model to meet the minimum design wind speed of 139 mph. Notes on sheet S0.0 have been revised to read "140 MPH — Exp. C" and the "Window & Door Ultimate Wind Pressures" schedule has been revised to meet the required design wind speed. 14. The Roof Framing Plan on Sheet S3.3 are required to show the Truss ID's for clarification FBC 107.2.1; Submittal Guidelines (FBC 107.3.5) Roof framing plans on the sheets referenced above have been updated to show the truss ID's. 16. Plan Page SD2.0 Detail "T" references "Nail Studs Together per Detail "M". There is no Detail "M". Please revise FBC 107.2.1 Detail "M" has been added to the above referenced plan page. If you have any questions or would like any further clarification please feel free to contact our office. Respectfully, MULHERN + KULP `?. G:.:FR/7ii STRUCTURAL i No 7 STATE OF A. James G. Friling, P.E. //Sj/fA11 ?\\` Principal tin Smith, E.I.T. taff Engineer P9l>iicMfECsllel • SlanGghiUC11b17117Q?0 • t dAamAererrr - Qrittan fasllU11017-0S76mdcus111D17-06-07• LN IJ013yndham PiesmrBiissan Eas[- Re ievfavn lsabar 1P187o7 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: 3701 Saltmarsh Loop Property Owner: Brisson Investments, Inc. Parcel identification Number: Not Available - Model Home Phone Number: Email: The reason for the flood plain determination is: 0 New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OF - CIAL SE ON Y 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 The parcel is not in the: 110-1 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# 17-1275 Reviewed by: Michael Cash, CFM Date: May 16, 2017 PERMIT # Project -Name: Project Address: Contractor Name: CITY OF SANFORD BUILDING & FIRE PREVENTION DIVISION EARLY START AUTHORIZATION — APPLICATION/PERMIT L Sta fthl Homes Florida LLC Date: EARLY START AUTHORIZATION CONDITIONS City of Sanford and the Owner/contractor listed agree to the following: 1. A complete building permit application and plans shall be submitted at the time of the request for Early Start Authorization. 2. This Early Start Authorization is for interior work or other work as determined by the Building Official. 3. Work must comply with any and all other local, state and federal agencies related to the development and construction proposed and compliance with asbestos NESHAP regulations must occur for all demolition work. 4. Work shall not be concealed and must remain open for all necessary inspections. At the time of inspections, any work concealed shall be uncovered. 5. The contractor acknowledges that all subcontractors will be properly licensed and have current worker's compensation coverage. 6. All subcontractors are responsible for pulling their own permits. 7. Inspections of work for any construction trade will not be made until a permit has been issued for the trade. 8. The Early Start Authorization does not guarantee that construction plans will be approved as submitted. All work done prior to the issuance of the required permits shall be at the Owner's/Contractors risk. 9. The Owner/Contractor acknowledge that additional fees, including but not limited to impact and zoning fees, may be due at the time of building permit issuance, and or prior to Certificate of Occupancy. 10. The Owner/Contractor acknowledge that additional site improvements, including but not limited to installation of a grease trap, accessible parking and landscaping, may be required at the time of building permit issuance. 11. The Owner/Contractor agree to indemnify and hold the City of Sanford/Agents free and harmless from any and all claims, causes of action, damages, losses penalties or costs, including but not limited to, all attorneys fees (whether from litigation or administrative proceeding, including cost and fees on appeal), with respect to any person or government authority arising out of, either directly or indirectly, the construction or operation at the premises covered by the Early Start Authorization, whether the liability, loss or damage is caused by, or arises out of, the negligence or the City of Sanford/Agents or its officers, agents, employees, or otherwise. 12. If the City of Sanford/Agents shall be subject to any claim, demand or penalty or become a party to any suit or other judicial or administrative proceeding by reason of any claimed act or omission by any party, or by reason of any act occurring on the subject premises, or by reason of any omission with respect to the construction or operation on the subject premises, the Owner/contractor shall indemnify and hold City of Sanford/Agents harmless against all judgments, settlements, penalties and expenses, including attorney's fees, court costs and other expense of litigation of defense relating to such claim or litigation or administrative proceeding, at the election of the City of Sanford/Agents, the Owner/Contractor shall also defend the City of Sanford. 13. It is understood and hereby acknowledged between the parties hereto that the City of Sanford/Agents shall not be liable for any act or other obligation to the Owner/Contractor. 14. This Early Start Authorization will terminate upon the issuance of a Building Permit for property covered under this Early Start Authorization; however, this agreement shall remain in effect for all events occurring prior to the issuance of the Building Permit. By signing this Early Start Authorization Application, the undersigned acknowledges and agrees to condition 1 through 14. Contractor Signature Owner Signature Date RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 1301827 UR w Sales Builder Name: Ashton Woods Street Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number. 1 , _ 1275 nSANFORDOwner. Jurisdiction: 1DesignLocation: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types(2142.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 2142.80 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? Yes 10. Ceiling Types (2312.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 2312.00 ft= 6. Conditioned floor area above grade (111:2) 2312 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Duds R ft2 7. Windows(168.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 462.4 a. U-Factor: Dbl, U=0.34 120.00 ft2 SHGC: SHGC=0.26 b. U-Factor: Obl, U=0.58 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor WA ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor N/A ft2 a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2312.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 2312.00 ft2 b. Conservation features b. WA R= ft2 None c. WA R= ft2 15. Credits Pstat Glass/Floor Area: 0.073 Total Proposed Modified Loads: 65.23 PASSTotalBaselineLoads: 65.60 1 hereby certify that the plans and specifications covered by Review of the plans and fcKHE Srgl, this calculation are in compliance with the Florida Energy specifications covered by this y_ 0, Code. / calculation indicates compliance erl with the Florida Energy Code. PREPARED BY: `'-' , Before construction is completed DATE: this building will be inspected for 0 a compliance with Section 553.908 a I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ Code. COD WE OWNER/AGEN BUILDING OFFICIAL: DATE: DATE: G - g /? 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. 4/28/2017 3:50 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM RAnri-7n1d PROJECT Title: Building Type: Owner. of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 130 1827 UR w Sales Bedrooms: 4 User Conditioned Area: 2312 Total Stories: 1 1 Worst Case: Yes Ashton Woods Rotate Angle: 315 Seminole County Cross Ventilation: No Whole House Fan: No Single-family New (From Plans) Address Type: Lot Information Lot # 130 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 Blockt 2312 21501.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2312 21501.6 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 230 It 0 2312 ft' 0 0 1 ROOF J # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 2586 ft' 0 ft= Medium 0.5 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2312 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 2312 ft' 0.1 Wood 4/28/2017 3:50 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 I:r)PM Rangy-9n1A WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 2 3 4 N=>NW Exterior Concrete Block - Int Insul Main E=>NE Exterior Concrete Block - Int Insul Main S=>SE Exterior Concrete Block - Int Insul Main W=>SW Exterior Concrete Block - Int Insul Main 4.1 76 0 9 4.1 39 0 9 4.1 76 0 9 4.1 39 0 9 4 4 4 4 709.3 ft2 0 362.7 ft2 0 706.8 ft2 0 364.0 ft= 0 0 0.6 0 0.6 0 0.6 0 0.6 0 0 0 0 DOORS Omt Door Type Space Storms WidthAreaU-Value Ft InIn Ft 1 N=>NW Wood Main 2 E=>NE Wood Main None None 39 39 6 2 3 6 8 6 8 41.1 ft2 20.1 ft2 WINDOWS Orientation shown is the entered orientation => changed to Worst Case. J Wall Omt ID Frame Panes NFRC U-Factor SHGC Area Overhang Depth Separation Int Shade Screening 1 n=>NW 1 Vinyl Low-E Double Yes 2 e=>NE 2 Vinyl Low-E Double Yes 3 e=>NE 2 Vinyl Low-E Double Yes 4 s=>SE 3 Vinyl Low-E Double Yes 5 w-SW 4 Vinyl Low-E Double Yes 6 W=>SW 4 Vinyl Low-E Double Yes 0.34 0.26 0.34 0.26 0.34 0.26 0.34 0.26 0.58 0.25 0.34 0.26 15.0 ft2 15.0 ft' 15.0 ft2 30.0 ft' 48.0 ft2 45.0 ft2 1 ft 0 in 1 ft 0 in 1 ft 0 in 5 ft 0 in 1 It 0 in 7 ft 0 in 1 ft 0 in 1 ft 0 in 1 ft 0 in 1 ft 0 in 1 ft 0 in 1 ft 0 in Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Interior 5 Interior 5 Interior 5 Interior 5 Interior 5 Interior 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2508.5 137.71 258.99 302 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 Ducts 1 Central Unit Split SEER: 14 30 kBtu/hr 900 cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.95 50 gal 60.9 gal 120 deg None 4/28/2017 3:50 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 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 # v # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 462.4 ft Main 115.6 ft Prop. Leak Free Main cfm 69.4 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling((]] Jan HeatinH Jan Feb [[ ]] Mar HFebkiMarApt (( Apr r Ma [ X] Jun ri Jul May r Jun [)Jul Au[ rlAuXj Sep [ j Oct [ ]Nov Sep [ 1 Oct w Nov Dec H Oec Ventin [[ ]] Jan Feb [r X1lMar A r [[ Ma [ Jun [ 1 Jul 11Aug Sep rXl Oct rX] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 86 0 0 1 - Electric Heat Pump 1 - Central Unit 4/ 28/2017 3:50 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms S. Is this a worst case? 6. Conditioned floor area (1111 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: Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 2142.80 ft2 b. WA R= ft2 1 c. WA R= ft2 4 d. WA R= ft2 10. Ceiling Types Insulation Area Yes a. Under Attic (Vented) R=30.0 2312.00 ft2 2312 b. WA R= ft' c. N/A R= ft2 Area 11. Ducts R ft2 120.00 ft2 a. Sup: Attic, Ret: Main, AH: Main 6 462.4 48.00 ft2 12. Cooling systems kBtuRv Efficiency ft2 a. Central Unit 30.0 SEER:14.00 ft2 1.000 ft. 0.257 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 2312.00 ft2 b. N/A R= ft2 c. WA 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: '11Q _ C)& cx , Date: Address of New Home:.5- (_ -NOW l City/FL Zip: d kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 M. Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/28/2017 3:50 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 130 1827 UR w Sales Builder Name: Ashton Woods 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/doorjambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. 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 spaces Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be 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 4/28/2017 3:50 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 130 1827 UR w Sales Builder Name: Ashton Woods Street: Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 2312 sq.ft. Cond. Volume: 21502 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data I HOUSE PRESSURE I FLOW: I 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 parry. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other Infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: of-tltE STgrF CA 4/28/2017 3:50 PM 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 130 1827 UR w Sales Builder Name: Ashton Woods Street: Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Duct Leakane 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 by Leakage 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: Og gtstE SrgTE' s O V!'V 4ii 4 ,_5Fara` 4/28/2017 3:50 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 Project Summary Job: Ashton -Starlight wrightsofte Date: 4111812017 Entire House By: Energy Air, Inc Plan: 1827 S 6401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner(energyaircom Web: www.energyay.com For: Lot 130 1827 UR w Sales, Ashton Woods Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 68 OF Inside db 75 OF Design TD 24 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/Ib Heating Summary Structure 18703 Btuh Ducts 1676 Btuh Central vent (86 cfm) 2242 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 22621 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heatingg Coolingg Area (ft2) 2312 2312 Volume (ft3) 21499 21499 Air changes/hour 0.22 0.11 Equiv. AVF (cfm) 79 39 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Efficiency 8.2 HSPF Heating Input Heating output 28600 Btuh @ 47°F Temperature rise 29 OF Actual air flow 899 cfm Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Backup: Input = 5 kW, Sensible Cooling Equipment Load Sizing Structure 17039 Btuh Ducts 2219 Btuh Central vent (86 cfm) 1658 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 20916 Btuh Latent Cooling Equipment Load Sizing Structure 1967 Btuh Ducts 219 Btuh Central vent (86 cfm) 2546 Btuh Equipment latent load 4732 Btuh Equipment total load 25648 Btuh Req. total capacity at 0.70 SHR 2.5 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 20020 Btuh Latent cooling 8580 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 = 38 OF Output = 17616 Btuh, 100 AFUE Bold/itellc values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Universal 2017 17.0.08 RSU17013 2017-Apr-28 15: Paape ge1 1ACiCF ... ic\Wyndham Preserve\Lot 130 1827 UR w Sales.rup Calc = MJ8 Front Door faces: E wrightsoft° Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air. Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyaircom Web: www.energyair.com For: Lot 130 1827 UR w Sales, Ashton Woods Sanford, FL 32773 Cooling Equipment Design Conditions Outdoor design DB: 92.6OF Outdoor design WB: 75.9°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 20916 Btuh Latent gain: 4732 Btuh Total gain: 25648 Btuh 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: 21045 Btuh 101 % of load Latent capacity: 5074 Btuh 107% of load Total capacity: 26119 Btuh 102% of load SHR: 81 % Heating Equipment Design Conditions design DB: 44.2°F Heat loss: 22621 Btuh Indoor design DB: 68.0°F Manufacture's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 126% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.2 kW 78% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. Job: Ashton- Starlight Date: 4118/2017 By: Plan: 1827 S Entering coil DB: 76.7°F Entering coil WB: 64.0°F Entering coil DB: 65.7°F Capacity balance: 38 OF Economic balance:-99 OF 2017-Apr-28 15:46:42 wrightSOW Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACCA ..1c\Wyndham Preserve\Lot 130 1827 UR w Sales.rup Cale = WS Front Door faces: E Duct System Summary Job: Ashton -Starlight wrightsofte Date: 4/18/2017 Entire House By: Energy Air, Inc Plan: 1827 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone. 407-886-3729 Email: GRenner@wergyaircom Web: www.energyair.com For: Lot 130 1827 UR w Sales, Ashton Woods Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.168 in/100ft 899 cfm Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 10.140 in H2O 0.168 in/100ft 899 cfm 167 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Ba2 h 586 26 16 0.377 4.0 Ox 0 VIFx 4.3 70.0 Bede h 1170 52 34 0.349 5.0 Ox 0 VIFx 5.2 75.0 Bed3 h 3363 148 121 0.349 7.0 Ox 0 VIFx 10.3 70.0 Bed4 h 1064 47 35 0.177 0 Ox 0 VIFx 28.5 130.0 SO Fem/Din/Kit c 1814 51 85 0.174 6.0 Ox 0 VIFx 35.5 125.0 st2 Fam/Din/Kit-A c 1814 51 85 0.190 6.0 Ox 0 VIFx 22.2 125.0 st2 Fem/Din/Kit-B c 1814 51 85 0.182 6.0 Ox 0 VIFx 29.2 125.0 st2 Fam/Din/Kit-C c 1814 51 85 0.178 6.0 Ox 0 VIFx 32.4 125.0 st2 Foyer c 655 29 31 0.376 4.0 Ox 0 VIFx 4.5 70.0 M9a h 840 37 25 0.175 4.0 Ox 0 VIFx 29.8 130.0 st3 MBed h 2584 114 112 0.168 7.0 Ox 0 VIFx 36.7 130.0 st3 Sales office h 2413 106 66 0.178 7.0 Ox 0 VIFx 32.5 125.0 st1 Sales office -A h 2413 106 66 0.178 7.0 Ox 0 VIFx 32.1 125.0 stl Wlc h 642 28 25 0.177 4.0 Ox 0 VIFx 28.3 130.0 st3 Indy c 632 2 29 0.170 4.0 Ox 0 VIFx 29.5 135.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st1 Peak AVF 213 132 0.178 610 8.0 0 x 0 VinlFlx st2 Peak AVF 203 339 0.174 431 12.0 0 x 0 VinlFlx st3 Peak AVF 228 226 0.168 418 10.0 0 x 0 VinlFlx Bold/italic values have been manually overridden 2017-Apr-28 15:46 42 wrightsoft• Right -Suite® Unl%ersel 2017 17.0.08 RSU17013 Page 1 iCCa....ic%Wyndhem Preserve\Lot 130 1827 UR w Sales.rup Calc = MJ8 Front Door faces: E Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl Ox0 899 899 0 0 0 0 Ox 0 VIFx 2017-Apr-28 15:46:42 wrightSOW Right -Suite® Universal 2017 17.0.08 RSU17013 Pape 2 ACCK ...ic\Wyndham Preserve\Lot 130 1827 UR w Sales.rup Celc 2 iW8 Front Door faces: E 1 N Level 1 10 x 10 85 drn 10 x 6 85 cfm Fam/Din/Kit 18x8 Wed 12x6 114 cfm 10x10 ZMB85drn67VTR 6 Q 8x4 37 drn 13ed2 85 cfm—+9" 4" 1 2' 8x4 28 cfm 10 x 6 c a WIC 52 cfm m 4" 6 " 10' 4x T 5' 14 x 14 10 x 6 47 cfm cls2 RA WER DOOR v 14 x 6 4 24 x 18 Bed4 4 899 drn8 x 4 B82 v rR Q 29 drn 8x4 8x4 12 26 cf 31 cfm Ind Foyer 7 , 8 14 x 14 10 x 10 106 cfm 12x6 14x6 1-7" 148 cfm Bed3 AHU ON METAL STAND 2.5 Ton 240V / 5KW HP V10x 10 106 cfm Sales Office Job M Ashton- Starlight Energy Air, Inc Scale: 1/8" = VC)" Performed for: Page 1 Lot 130 1827 UR w Sales 5401 Energy Air, Ct RightSuite® Universal 2017 Orlando, FL 32810 17.0.08 RSU17013 Sanford, FL 32773 Phone- 407-886-3729 erve lot iOp182715: w Sales.rup www.energyair.com GRenner@energyair.com VTR 1- " VTR 1-1/2"VTR l A il Z 4 I I I STUDOR I I I I I KS I I we I I I SH y I 0 3" Z1 LAV I d 301 3 I I 2" 0 WC to LAV 1e I 3 I TUB Wo WM C/o PLAN 1827 N PLUK48ING RISER DIAGRAM RECORD COPY Pff,L-Mr=RrW JELECTRIC Ashton Woods Homes Seminole 1827 Starlight LOAD CALCULATION May 26, 2017 1. HVAC LOADS (NEC 2011 - 220.82(00144 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 @ 100% TOTAL LOAD FOR AIR HANDLER @ 65% TOTAL HVAC DEMAND LOAD R. GENERAL LOADS (NEC 2011 - 220.82M)(11-(41) 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 LIGHTING 1909 Sq Ft @ 3VA/Sq. Ft 5.73 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA I LAUNDRY CIRCUIT 1.50 1.50 KVA DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 1 WATER HEATER (1) 4.50 450 KVA 0 WATER HEATER (2) 4.50 l DISHWASHER 120 120 KVA l DISPOSAL()) 080 0.80 KVA WILD/ NC 0DISPOSAL(2) 080 0 RANGE/OVEN (1) 7.20 1 RANGE/OVEN (2) 12.00 12.00 KVA SAf.IFORD COOKTOP CIRCUIT SUMMER KITCHEN/JENAIR GAS 7. 20 1. 50 I MICROWAVE CIRCUIT 2.50 2.50 KVA 0 0 JACUZZI TUB CIRCUIT 40 AMP CAR CHARGER 4. 80 9. 60 L 2 "• 130AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 _ CONNECTED LOAD (GENERAL LOADS) 36.23 KVA 1ST 10 KVA (GENERAL LOADS) @ 1000% 10.00 KVA REMAINDER ( GENERAL LOADS) @ 40% 10.49 KVA SUB - TOTAL (GENERAL LOADS) )NEC 2011 - 220.82(B1) 20.49 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.49 • KVA TOTAL DEMAND LOAD'INEC 2011 - 220.82(Al) 30.88 KVA MINIMCIM SERVICE SIZE 128.65 AMPS RECOMMENDED SERVICE SIZE I50 AMPS RECORD COPY Typesl1'SUiAmpiElectrical Diagram 115 Amp• aMain, (_ 2.02.4,oy I Typicalical 156 Ampj y Interior t FPanel_j euILo/ti SAIVFORo 10, AgRTMEc 17 - 1 275 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp I Concrete Encased Electrode w z.2oo m(n yN a1 00 L o +, 0 NO C L C O z o o m 41 coo. O O a) N m j In M W tn POINT OF WYNDHAM PRESERVE - LOT 130 COMMENCEMENT NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 17-20-31 CCR #55989 t0 n ulin WESTERLY LINE OF W THE NORTHEAST 1/4 o OF SEC 17-20-31 rn ( BASIS OF BEARING) b C N89'40'51 "E q 656_00' PLOT PLAN DEMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. RECORD COPY WYNDHAM PRESERVE QCQ LOT 130 Proposed) 12a 2g ,L gCi V00 IN 0 le, G\ D OP CEN 50 l NP 9y POINT OF - Building Setbacks - - - ' BEGINNING Setbacks: Per construction plans for I IWYNDHAMPRESERVE-. City of Sanford, Seminole County. Florida Front 25' Rear = 20' Side 10' Side Street = 25' 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. CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 25.00' 075'20'31" 32.87' 30.56' S 77'02'23" E C2 223.65' 002*23' 15" 9.32' 9.32' S 40'33'46" E C3 125.00' 1 041'28'26" 90.48' 88.52' S 21'01'10" E C4 198.65' 041'44'33" 144.73' 141.55' S 20'53'07" E rC5 150.00' 041'28'26" 108.58' 106.22' N 21*01'10" W LEGAL DESCRIPTION LJQ o o PROPOSED 0.0 CONC WALK 1 6:0'1. r - 0.3' a: 6.3' 5.7 Z JN C PROPOSED 000 PAD I STORY RESIDEN( a z 3701 SALTMARSH ao a nl LOOP a_ 1827 FIREFLY ELEVATION - U GARAGE - RIGHT FIFE = 30.0 10.3' 39.0 14.80oEo14.2 LOT 131 O 10.0 95.24 LOT 152 1 LOT 153 DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 East, Seminole County, Florida, and being more particularly described as follows: o n\0 C AO Z m a LOi 130 im AREA 12,342 F. t I 0 ; 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.0001VOTE., a distance of 357.16 feet; thence N.89°40'51T., a distance of 656.00 feet to the POINT OF BEGINNING; thence N.65017'21"E., a distance of 30.98 feet; thence Easterly, 32.87 feet along the arc of a tangent curve to the right having a radius of 25.00 feet and a central angle of 75020'31" (chord bearing S.77002'23"E., 30.56 feet); thence Southeasterly, 9.32 feet along the arc of a reverse curve to the left having a radius of 223.65 feet and a central angle of 02023'15" (chord bearing S.40°33'46"E., 9.32 feet); thence Southerly, 90.48 feet along the arc of a reverse curve to the right having a radius of 125.00 feet and a central angle of 41 °28'26" (chord bearing S.21 001'10"E., 88.52 feet); thence S.00°1657"E., a distance of 48.34 feet; thence S.89040'51' W., a distance of 95.24 feet; thence N.00019'09"W., a distance of 132.48 feet to the POINT OF BEGINNING. Containing 12,342 Square feet, more or less. rer-roof cgui menx LEGEIVD:ADUSSD-Access/Drainage/Utilities/SidewalkLB -Licensed usiness BFP-Backflow Preventer ht Distance EasementSirS -Survey PRM Pemanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L-Florida Power & Light P -Plat FFE -Finish Floor Elevation D. . -0eed Book Water Meter O.R. -Official Records Book D4 -Water Valve P.B. -Plat Book V-Fire Hydrant Pg. -Page RC® -Reclaimed Water Meter Elev. -Elevation RCX-Reclaimed Water Valve Conc. -Concrete Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk D -Electric Box FFE -Finished Floor Elevation O-Utility Pole CI -Curb Inlet Guy Pole GTI-Grote Top Inlet Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS-No Comer Set (Falls in Water) G-Sanitary Sewer Manhole SF -Square Feet ENHo -Electric Handhole D.U.E. -Drainage/Utility Easement COO -Clean Out FMGO -MAG NAIL & DISK CVD4-Irrigation Control Valve P.K. -Parker Kolon Nail p -Sign SIR -Set 1/2' Iron Rod LB7768 WX-Gate Water Valve SPKD -Set P.K. & Disk LB7768 Gas Meter FIR -Found 1 /2' Iron Rod LB7768 M"-Existing Grade FIP -Found 1 /2' Iron Pipe L87768 a -Blow-off Valve FPKD -Found P.K. Nail &Disk LB7768 --_-Drainage now Direction FCM -Found 4'x4' Concrete 10.0 -Proposed Design Grade Date MTPIJDL SURVEYOR'S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE'. City of Sanford. Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE". City of Sanford, Seminole County. Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) PLOT PLAN ONLY NOT A SURVEY) For Permitting ONLY) 0 74 LtW n PCP O 0 M 00 S89040'51 WV- ft 1 LOT 154 l I I z 0'-- LOT AREA CALCULATIONS LOT = 12.342 SQ.FT. LIVING AREA= 1.912 SQ.FT. GARAGE = 403 SQ.FT. PORCH = 70 SQ.FT. DRIVEWAY = 518 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 77 SQ.FT. IMPERVIOUS= 24.9 R SOD = 9.262 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 6.257 SQ.FT. APRON = 133 SQ.FT. SIDEWALK = 1085 SQ.FT. SOD = 1.232 SQ.FT. TOTAL AREA AREA = 18, 99 SQ. . DRIVEWAY = 651 SQ.FT. SIDEWALK = 1.162 SQ.FT. SOD = 10.494 SQ.FT. 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 Zones 1" DESCRIPTION: PROPOSED LOT 130, 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 f GeoPoint Surveying, Inc. J es D. Leviner LS6915 FLRIDAPROFESSIONALSURVEYOR & MAPPER NO . .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Drawn: JE I Checked: JDL I P.C.: Data Filceris,onEast-Plat Dote: 04/17/17 Dwg:llbwnfast-Lntl30 Order No.: I SEC. 17 - TWN.20 S. - RNG. 31 E. I Feld Bk: S DINMNSION NOTE: LI WYNDHAM PRESERVE - LOT 130 Proposed building dimensions a - POINT OF shown hereon are of the exterior.' m M COMMENCEMENT PLOT PLAN a rn II NORTHWEST CORNER OF THE 00 = NORTHEAST 1/4 OF WYNDHAM PRESERVE t SECTION 17-20-31 ZONIN LOT 130 12 CCR #55989 bi4TE pGP c N W 5P 17- (2775 9 6 ( Proposed) o Ok to construct Single Family home with setbacks and cV impervious area shown on plan. 2y. 9 `o P V • 1 2N E o . 6 MZ-7 Fire -Ply , Eleuafion 0, G tm9e 2.glrf ,,p 651 c LINE OF 0 0 '+ THE LY NORTHEAST /4501 17-20-31 m j ^ ..0i (BAS SE OF BEARING) iQC C,O QCP 0 N N89'40'51 "E 656_00' I1I]_tac1] 2C Building Setbacks _ _ ----- BEGINNING Setbacks: Per construction plans for I IWYNDHAMPRESERVECityofSanford, Seminole County. Florida Front = 25' Rear = 20' Side = 10' Side Street = 25' 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. CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 25.00' 075'20'31" 32.87' 30.56' S 77'02'23" E C2 223.65' 002*23'15" 9.32' 9.32' S 4W33'46" E C3 125.00' 041'28'26" 90.48' 88.52' S 21*01*10" E C4 198.65' 041'44'33" 144.73' 141.55' S 20'53'07" E CS 150.00' 041'28'26" 108.58' 106.22' N 21'01' LEGAL DESCRIPTION 8• 2774 'opt B 4 L s. G"y LIM PROPOSED • ' 0 CONC WALK \ 3 13.3 oo Z o 5.7 zw PROPOSED fN W v z I STORY RESIDEN( a 3701 SALTMARSH ao Q N a LOOP o. 1827 FIREFLY ELEVATION - U GARAGE - RIGHT FFE = 30.0 10.3' 39.0 o14.214.8 oo ETI01o_ LOT 131 0% 10.0 95.24 LOT 152 1 LOT 153 DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 East, Seminole County, Florida, and being more particularly described as follows: to to 0 LOT, 130 m 1m aAREA = L -t 12,342 S.F. I i ao ; r'----------i 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 357.16 feet; thence N.89°40'51"E., a distance of 656.00 feet to the POINT OF BEGINNING; thence N.65°17'21"E., a distance of 30.98 feet; thence Easterly, 32.87 feet along the arc of a tangent curve to the right having a radius of 25.00 feet and a central angle of 75020'31" (chord bearing S.77002'23"E., 30.56 feet); thence Southeasterly, 9.32 feet along the arc of a reverse curve to the left having a radius of 223.65 feet and a central angle of 0202315" (chord bearing S.40033'46"E., 9.32 feet); thence Southerly, 90.48 feet along the arc of a reverse curve to the right having a radius of 125.00 feet and a central angle of 41028'26" (chord bearing S.21001'10"E., 88.52 feet); thence S.00016'57"E., a distance•'of•48.34 feet; thence 8.89sd0'51"W., a distance of 95.24 feet; thence N.00019'09"W., a distance of 132.48 feet to the:flQ,INTIOF•_BEGI.N.NING.;.": ;h } Containing 12,342 Square feet, more or less. OVOID FLP- oo qur men LEGEND-Access/Drainage/Utilities/Sidewalk ' LB -Licensed Business SURVEXQ i&14ESi •: BFP-Backflow Preventer /Sight Distance Easement ',• rR Survey PRM-Permanent Ref. Monument 1. Current title informotiod'an the subject property rod not Re orted PCP -Permanent Control PointPbeenfumiahedtoGeoPointSurveying, Inc. at the time ofthis- Description FPdcL -Florida Power Qc tight plot plan. FFE -Fn'sh Flo r EIP -Plat D. . -Deed Book oeva ion U -Water Meter O.R.- Official Records Book 04-Water Valve P.B. - Plat Book Io--Fire Hydrant Pg.-Page RCM -Reclaimed Water Meter Elev. -Elevation RC04-Reclaimed Water Valve Cone. -Concrete Coble Box BP -Brick Paver m -Telephone Box SW -Sidewalk m -Electric Box FFE -Finished Floor Elevation Qy -Utility Pole Cl -Curb Inlet Guy Pole GTI-Grote Top Inlet tight Pole P.U. E.-Public Utility Easement E--Guy Anchor RCP -Reinforced Conc. Pipe RCP -ReinforcedaUtilities PVC -Polyvinyl Chloride O-Storm Sewer Manhole NCS-No Comer Set (Falls in Water) G-Sonitary Sewer Manhole SF -Square Feet EHHo -Electric Handhole D.U. E.-Drainage Utility Easement COO -Clean out FMGD-MAG NAI do DISK XVD4-Irrigation Control Valve P.K. - Parker Kolon Nail p -Sign SIR -Set 1/2' Iron Rod LB7768 wtod-Gate Water Valve SPKD -Set P.K. & Disk LB7768 Gas Meter FIR -Found 1/2' Iron Rod LB7768 Existing Grade F1P-Found 1/2' Iron Pipe LB7768 a -Blow -off Valve FPKO-Found P.K. Nail & Disk LB7768 ^^ft--Drainage now Direction FCM -Found 4'x4' Concrete 10.0 -Proposed. Design Grade Description I Date I Dwn.ICk'd I P.C.IOrder No. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. S. This Plot Plan is subject to matters shown on the construction plans for "WYNDHAM PRESERVE% City of Sanford, Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) PLOT PLAN ONLY NOT A SURVEY) For Permitting ONLY) S89'40 LOT 154 i 7 J PCP N M M00 3r n io 0 0 rA LOT AREA CALCULATIONS LOT = 12, 342 SQ.FT. LIVING AREA= 1,912 SQ.FT. GARAGE = 403 SQ.FT. PORCH 70 SQ.FT. DRIVEWAY = 518 SQ.FT. PATIO = 100 SQ.FT. WALKWAY 77 SQ.FT. IMPERVIOUS= 24. 9 R SOD = 9, 262 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 6,257 SQ.FT. APRON = 133 SQ.FT. SIDEWALK = 1085 SQ.FT. SOD = 1, 232 SQ.FT. TOTAL AREA AREA = 18, 599 SQ.Fr. DRIVEWAY = 651 SQ.FT. SIDEWALK = 1, 162 SQ.FT. SOD = 10, 494 SQ.FT. 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 Zones "X" DESCRIPTION: PROPOSED LOT 130, 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. es D. Loviner LS6915 FLORIDA PROFESSIONALSURVEYORkMAPPERNO. .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Drawn: JE I Checked: JDL I P.C.: Data FIe:llrhmnEwt-Plat Date: 04/ 17/17 Dwg: &bsix opt-Latuo Order No.: ^ SEC. 17 - TWN. 20 S. - RNG. 31 E. I Feld Bk: PLANT QUANTITIES AND VARIETIES M r $hd kodsh and pay tar d hale of mdwl.L r ohd m Ultsh s o RM44 awes— m the at. d d bmn nebucem Wough cwrplebm of pick up work hope CoftwW d1d be re.pWdWe to locoon md.hldng d Idy end we* Inn pdw to piabllg. Lwd w. Conb.ct. shd 0. n.pmdblty fm.nd peon hrarned due to 4*wdp end m m add utilbn rdd In w new pe+ing w1d wds may be nwdred b be phm d r, V_bm. r to wpply end kWd mdOWWnd d-w pMng well r ti.n and shnrbe The Phnbng Pill for boor end shrubs shd be d twk. a. demdw mdteae apthma.rombd Cnwb sw. d.d will wprd. ml edd. ro wee ehd be mdrh.d b . d.pa of r will Shedded Norwood ON C.1 .4 r to spay d along woods b Idenlro wee pnw to eppbp ad gnt b d shrub w. eon pWMr4 rdds used b, met ft rer w.mmte of ae pia shd meet the for No 1 w beW a set put h1 greda end wandwds hr deb Ownw re.eNn ae ndd te.daQw rope wrywd add r shd m W3hr pml.el hr 9Q days end gu—?.. d.hnrbs for orbdT, enhr(1)0n.Yew. Th.—ftn—pwWdon WW dpumh W I%="compete. s to be tdanted In Wwgdw.pwwg a pt lhdgs Rews. r b,911d. a walag.dpaon Y.W. t. d M. Will 100% w W 13 Fbr t m rA Augustine Sod to be planted In Turf Ames. 8 Abelia grandiflora to AI Tres shd be sblwd a reoawy 1s Cont.pewh.wpiyft lg.emwdp.m,,dpwid.d Glossy Abelia 6 Agapanthus africanus Lily of the Nile r r OWING NOTES 1 • nor 58 Annuals 0 x. I C..b.c0o WWvw*taWnpgedse.,dnoblYtwwsm- W Ar,1~ w AzMm woods R.pre awo pew to wwkm Seasonal Color tee.' rnnwn• Ew rn Gter. W 2 AN Top Swfscn b, dop. d 1%Aw prspw d*nspe (Mbdmrm) 3 Elaecocarpus decipens'Little Emperor •- 3 Alph- 41 .atedope wdrw 1.S%Unmum,wdea W" w Japanese Blueberry .Gb law... e AI Gmdn ilvre saKbAd dem.nb o (wWb, perbg et.) W 30 woected D x • K S ra"trcter te mwMrpte ppw%vi d wnaw d 14 Hameliapatens'Compacta' gr.dng dW be LOT 130 — wed per Egmesm Plan. Dwarf Fire Bush W 1 Lagerstromeia indica 'Sioux' Pink Crape Myrtle • r 56 Liriope muscari 'Evergreen Giant' wwrrrmwnYn is 2: ArdVAk Evergreen Giant Lily Turf 4 Magnolia grandiflora'Brackens Brown Beauty' y Brackens Brown Beauty Magnola :o 32 Muhlenbergia capillaris SW„ — Pink Muhly Grass 2 Quercus virginiana rg16ECT.GNApE— Live Oak ' M. ` a.da. w. for An.wY awLizw"" i, •' wprMrYb 1 Sabal palmetto r Cabbage Palm 14 Viburnum obovatum' Densa' ? Walters Dwarf Viburnum 48 Viburnum suspensum \ r o• Sandankwa Viburnum NOTE: Refer to Landscape Plan for Locations and other Specifications 0011 0N GO AAPROVMLQhdScck e/q r'k lAf, ON M N Da-r' 2- Z C N n 'C VX Q sAra " WWewlfi TFTIng SCALE: 1" = 10' RECORD COPY 0 w jNc SANFORD 417-1275 Builders FirstSoume 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, by chord sae, overhang / cantilever kngths,heel heights, bearing d non.bearing coal locations and heights 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceding, recessed into ceiling or attic mounted It is the client's responsibility to inform buss plant of locations. sae, and weights. 4 Client to review special conditions; such as beam batls. dropped soffit bads and skytite locations to ensure proper truss design / placement 5. Ceiling drops and valleys not shown are to be field framed by client. 6 Hip and comer jacks not at are to be cut in the field by others. 7. Overhangs are 2A or 2x6, no blocking is applied. 6. Overhangs are considered wild, cut to fit in field. 9. Temporary or permanent bracing is not included in suss package. 10. Erect lasses per SCSI-B7 Summary Sheet. Prior to erecting trusses ppp refer to sealed truss originating sheets for additional important info. 11 It is the client's responsibility to cooridinate delivery dates with truss plantfsales. Truss delivery will be on the agreed upon date.. 12. Client in provide a marked baton for delivery. Location must be accessible, level and dear of materials and debris. In lieu of this, busses will be delivered in the best available location at our driver's discretion. No charges will be accepted if above entente is not met. 13. AD buss repairs must be coordinated with truss plant Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back dirges or vane charges of any kind will be accepted unless specifically approved in writing by suss plant management 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling 16. " Upon signing you agree that you have reviewed this placement plan in its entinty. Approved By: Approval Date: Requested Delivery Date: Roof Loading: 20.00 TCUL 7.0 TCDL, 0.0 BCLL, 10.00 BCDL, DOL 125 Root Loading: 40.00 TCLL, 10.00 TCDL, 0.0 BCLL, 5.0 BCDL, DOL 1.00 T.C. Pitch 5112 B.C. Pitch . Flat Wind Code MWFRS / ASCE 7.10 Design Method FBC-2014I TPI.2007 T.C. Sae Vanes VMnd Speed 140 mph / Exp C Heel Hgt Vanes Mean Hill 15' Min. Bearing Vanes Building Cat. II Cantilever NIA Importance Factor : 1.00 Overhang V Enclosure Partially Enclosed O H Cut Plumb Enclosure Lanai Partially Enclosed Spacing 24' O C. Enclosure Entry Partially Enclosed HUS26 - Typ. Single Ply Roof Truss HHUS46 n Typ. Floor Truss USilJ TMHACM422 SUR46 H HHUS46 Hagen are Muhufacatred by Simpson Strong'no unless noaid othsnriso See Legend in Layout Truss Layout Client Ashton Woods Project Brisson East Model: 1827 U Lot / Subdivision / Street Address W Lot 130 Brisson East Location. Sanford, FI. Dab 0411812017 Scak NTS Plan Date: 1012112017 Drawn By Patrick Church Sheati/ 1 of 1 Job 9 1041620 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: 1041620 - Ashton Woods Homes - 1827 Firefly MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Ashton Woods Project Name: Lot 130 Brisson East Model: 1821tTV1reLLtl'y?ka1es Center) Lot/Block: 130 Subdivision: Brisson East Address: N/A City: Sanford State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2014/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 25 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. I Seal# I Truss Name I Date 1 1 T11008600 1 A01 5/1/17 118 1 T11008617 1 CJ3 5/1/17 12 1 T11008601 1 A02 1 5/1/17 119 1 T110086181 CJ3A 1 5/1/17 13 1 T110086021 A03 1 5/1/17 120 1 T110086191 CJ5 1 5/1/17 1 14 I T110086031 A04 1 5/1/17 121 1 T110086201 CJ5A 1 5/1/17 1 5 1 T11008604 1 A05 5/1/17 22 IT11008621JEJ7 5/1/17 I 6 T11008605 A06 5/1/17 23 IT11008622JEJ7A 5/1/17 7 T11008606 A07 5/1/17 24 1 T11008623 HJ7 5/1/17 8 IT11008607IA08 5/1/17 125 1 T1 10086241 HJ7A 5/1/17 9 IT11008608IA09 5/1/17 1 1 1 1 1 110 1 T1 1008609 1 A010 1 5/1 /17 11 I T1100861 O I A011 1 5/1 /17 112 I T 11008611 1 AO12 1 5/1 /17 113 I T11008612 I AO13 15/1/17 114 1 T110086131 B01 1 5/1/17 115 1 T110086141 B02 1 5/1/17 16 1 T11008615 1 CJ1 5/1/17 117 I T110086161 CJ1A 1 5/1/17 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 (Groveland, FL). Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with 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/rPl 1, Chapter 2. 17 - 1275 R'P, E N S No 22839 ; cc STA OF F ... .. Walter P. Rnn PE No.22839 Mrrak USA. Inc. R. t:en 6634 6904 Parl® East Blvd. Tampa RL 33610 Date: May 1,2017 Finn, Walter 1 of 1 Job Truss russ I ype Otyt Ply r Ashton Woods Homes - 1827 Firel fy T1I008600 1011620 A01 Hip Girder 2 Job Reference(optional) ounasrs r,m uouwe, u,wewna, rc. .a.,,w , . jh..mHj5FY....-.-"--...-_-..._-...._ .•._....._ _. __. ...._ __.. . __ . ID:psUEB2F831JOIhSvTmH15Fy76u4-InpgmH9tJFIEIFj3Fvx..-' s0vApGjWB5ndkzBzk ET t•00 SIO 2 .-S2 1S11-B 2055 411•1 S'a8 222 30t01 400 4.12 4.12 3883t037t01044•11 l20 0• V 5. 00 f12 Sx6 = 2x4 II 5x8 = 2x4 II 3x6 = 6x8 = 5x8 = 5x6 = 4 V% -AA 5, as 77 6 na an Tat a9 a Al 9 as 10 45 46 4711 4x6 i 3 1. Sx8 STP = 1 2 26 2x4 II 34 % 3.16 12 11- 01-01 W0001t• n art ir 06 = 20 II 6x12 MT20HS= & SxB = 19 18 $7 17 Se 59 16 15 3x6 II 30 = 3xe = 2x4 II 3x6 = Scale - 1:72.5 2S- 0.13 1102 6•t 1•IS lt•612 lilt-e 205-b 24.11.1 2541 2e-S•s 324)-0 36.2.2 , 3e•00 3. 10.2 3•t43 IPI3 4•s12 a•6•l2 4-i12 0• 3•a•t2 0012 Plate Offsets MY)- 12.0-2-3 0-0-101f4:0-3-0 0-2-41f9:0-4.0 12.0-2-3 0-0-101 (4:0-3-0 0-2-41 0-2-121(11:0.3-0.0-2-41.f21:0-2-8.0-2-121.f25:0.2-S.Edael-- f9:0-4.0 0-2-121(11:0.3-0.0-2-41,f21:0-2-8,0-2-121,f25:0.2-S.Edael LOADING( psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Ven(LL) 0.44 23 690 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Ven(rL) 0.97 23 312 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Inc( NO WB 0.92 Horz(TL) 0.28 18 n/a n/a BCDL 10.0 Code FRC2014lrP12007 Matffx-M) Weight: 387lb Fr = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc puffins. 8. 11: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-4.3 oc bracing. Except- BOT CHORD 2x4 SP No.2 'Except' 4-2.0 oc bracing: 18-20 2. 25. 2x4 SP No.1, 9-18: 20 SP No.3 WEBS 2x4 SP No.3 *Except' 9- 21: 20 SP No 2 REACTIONS. ( Ib/slze) 2=1553/0-8-0, 18=4179/0-3-8, 13=166/0.8.0 Max Horz 2— 95(LC 23) Max Uplitt2=-495(LC 8). 18=-1200(LC 8), 13=-242(LC 25) Max Grav2= 1 555(LC 17), 18=4179(LC 1). 13=326(LC 14) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6275/1776, 3-4=-7317/2061, 4.33=-7301/2104, 33-34=-7301/2104, 34- 35=-7301/2104, 5-35=-7301/2104, 5-36= 7301/2104, 36-37=-7301/2104, 37- 38=-7301/2104, 6-38=-7301/2104, 6-39=-919/304, 39-40= 919/304, 40-41=-919/304, 7. 41=-919/304, 7-42=-919/304, 8-42=-919/304, 8.43— 919/304, 9-43=-919/304, 9. 44_ 1871/6938, 44-45=-1871/6938. 10-45=- 1 871/6938,10-46=-140/484, 46- 47= 140/484, 11-47=-140/484, 11-12=-136/501, 12-13=-359/369 BOT CHORD 2-26=-1590/5825, 25.26=-1599/5881, 25.48_ 1787/6746, 24.48=-1787/6746, 24- 49= 1787/6746, 23-49=-1787/6746. 23.50=-1451/5433. 50-51 =- 1451/5433, 22- 51 =- 1451/5433, 22-52=-1451/5433. 52-53— 1451/5433. 53-54— 1451/5433, 21. 54_ 1451/5433, 21.55=-6982/2033, 55-56=-6979/2034, 20-56=-6978/2035, 18- 20=-4130/1240, 9-20=-2800/941, 17-59=-1514/439, 16-59=-1514/439, 15-16=-310/299, 13- 15=-310/299 WEBS 3-26=-295/136, 3.25=-586/1326, 4.25=-436/2103, 4.23=-220/711, 5-23=-497/330, 6- 23=-527/1949, 6-22=0/365, 6-2 1 =-4739/1347, 7.21=-479/346, 9-21=-2273/8133, 17. 20=-1453/424,10.20=-5808/1678,10.17=-123/851,10-16=-391/1444,11-16=-638/329, 12. 16_ 343/124 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nalls as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9.0 oc. Webs connected as follows: 20 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as IF) or (B), unless otherwise Indicated. 3) Unbalanced root live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.0psf; h=15fl; 0=74ft; L=39ft: eave=5fh Cat. 11; Exp C; Encl., GCpi--0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 idrflflilYG? Pf f tli?ttt drainage to prevent water ponding. A WARNING - Verity design parematem and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M67473 rov. 16413MOI S BEFORE USE. Design valid for use only with Mllok® connectors. lbis design b lased only upon p3tanelers shown, and Is got an Individual building component, not a truss system. Before uso. the building designer must verify Itte cgXAICOIAIIY of design laars tneleand properlyIlcog"alo thisdesign Into the overall ding design. Racing I ndlcatod is to prevent budding of IndMdual truss web and/or chotd r nembrrs only. Adcltlonal tetnlwraryand permonenl ix I ng Welk' Is always required ra stablltty and to prevent collapse with pusstAe petsonal"and properly danage. For general guidance legating Me fablcalkrL storage• dollvery, erection and bracing of Irises and huss systems seeANSI/TPI1 Quality Cdt*da. OSt-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from trim Rate Institute. 218 N. lae Street, Suite 312. Alexandria. VA 22314. Tampa. FL 3360 Job cuss ruse Type ty y Ashton Woods Homes - 1827 Firefly f Ttt008600 1041620 1:011 Hip Girder t 2 Job Reference(optional) Builders First Sau(Ca. Gtovetand. K. 34735 1O:psUE82FS31 J01h8vTmHjSFy76i4-InpgmH9W FIEI F13FvxoovosOvApGj W BSndkz9zKwET NOTES- 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 9) Bearing at Joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except (jt=lb) 2=495, 18=1200, 13=242. 11) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to suppon concentrated load(s) 262 lb down and 252 lb up at 7-0-0. 136 lb down and 126 lb up at 9.0-12, 1361b down and 1261b up at 11-0-12, 136 lb down and 126 Ib up at 13-0.12, 136 lb down and 126 Ib up at 15-0.12. 136 lb down and 126 Ib up at 17-0-12. 136 lb down and 126 lb up at 19-0-12, 136 lb down and 126 lb up at 19.11.4, 136 lb down and 126 lb up at 21-11-4, 136lb down and 126 lb up at 23-11-4, 116 lb down and 116 lb up at 25-11-4. 116 lb down and 116 lb up at 27-11-4, and 116 lb down and 116 lb up at 29-11.4, and 288 lb down and 305 lb up at 32.0-0 on top chord, and 351 lb down and 62 lb up at 6.11.15, 81 lb down at 9-0.12. 81 lb down at 11-0-12. 81 lb down at 13-0-12, 81 lb down at 15-0-12, 81 lb down at 17-0-12. 81 lb down at 19.0.12, 81 lb down at 19-11-4. 81 lb down at 21-11.4, 81 lb down at 23.11-4, 64 lb down at 25-11-4, 64 lb down at 27-11.4. and 64 lb down at 29-11-4, and 176lb down at 31.11-4 on bottom chord. The desigrVselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4.11=-54, 11-14=-54, 25-27=-20, 20-25=-20, 18-19=-20, 18-30=-20 Concentrated Loads (lb) Vert: 11=-241(B)25-351(B)4=-189(6) 16=-119(B)33=-117(B)35=-117(8)36=-117(B)38=-117(B)39=-117(8)40-117(B)41=-117(B)42=-117(8)43=-117(8) 44=-90(B) 45=-90(B) 47— 90(B) 48-62(8) 49=-62(B) 50=-62(B) 51=62(8) 52= 62(B) 53= 62(B) 54=-62(8) 55=-62(8) 56-62(B) 57=-40(8) 58=-40(B) 59=-40(8) Q WARNINO - Vedly design perometars and READ NOTES ON THIS AND INCLUDED UnEK REFERANCE PACE MI11-7473 rov. 14CIV015 BEFORE USE. Design v,kl lot use only With Mllek* conrloctors. n* design b based only upon parameters shown. aril is lot an indlAdual building compafllent. not a truss syslem. Before use. the b ulla%1tl deslgnet must verify the oWleabllly of design puanoters and rxopoily frootpaate this design Into IIw oval," building design. Brachg indicated is to rxovent budding of individual truss web and/or chord members only. Additional temporary and permanent txocbv M iTek' b allays tequirod lot stability and to txovent collc{7se with posfte relsorKi injury and rxopery damage. For genet, guld roe re00fd1W the fabrication, slotago, delivery, erection and LXaChV of tries and truss systems. seeANSU1PI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parks East Blvd Safety Information available from Inca Rate InstlhAe. 218 N. Lee Street. Stile 312. Alexandria. VA 22314 Tampo. FL 33610 Job I cuss russ I ype 019 ply Ashton Woods Homes • 1827 Fusty T11008601 1041620 A02 Wp t t Job Reference (optional) Bu4dees First Source. Groveland. FL. 34736 7.640 a Apt 19 2016 Mask Industries, Inc Men May 01 09 47:17 2017 rage 1 10:psUEB2F831 JOIhSvTmHj5Fy76i4-fkdjp_C06oxXOOcO2S W BjyW NwvXxONwF2LVIOzKwEO t 60 8 tt•tS 9•0•0 i t611.8 24.11.1 2—2 34.2.2 3(M60 40PO Stt•15 2•0•1 7-tt-8 7.11.8 • SO.15 1.2.2 1.9.14 5.0o 12 27 1.Sx8 STP = 1G 3x6 % 3.16 12 Scale = 1:72.5 5x8 = 2x4 II 3x6 = 6x8 = 5x8 = 3x4 - 4 28 29 30 5 6 317 32 8 3 2x4 e 3334 1 Sxe STP = 0 l9 18 16 15 6x8 — q 1011 m 17 6x8 = 3x4 = 5x8 = Ide 3x6 = 13 12 14 3x6 II 3x8 3x6 = 25-0.13 611.15 9.0.0 16-11.8 24.11.1 900-0 39." 11•Is 2P1 7•t13 7.11•e 0• a114 0" 0.012 Plate Offsets (KY)-- I2:0.2-O,Edgel.l4:0-5.12.0-2-81,18:0-5-12,0.2-81.115:0-6-4.0.4-121,116:0-2-0,0-1-121 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. In (loc) Wall Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.72 Ven(LL) 0.28 18 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Ven(rL) 0.69 16-18 436 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.20 13 n/a n/a BCDL 10.0 Code FRC2014lrP12007 Matrix-S) Weight: 187 lb Fr = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP N0.2 'Except' BOT CHORD Rigid telling directly applied. Except: 7-13. 2x4 SP No.3 3-8.0 oc bracing: 13-15 WEBS 2x4 SP No.3'Except' WEBS I Row at midpt 7-16 7.16: 20 SP No.2 REACTIONS. (lb/size) 2=843/0.8-0, 13=1832/0-3.8. 10=323/0-8-0 Max Horz 2=- 11 9(LC 10) Max Uplilt2=-285(LC 12), 13=-483(LC 12). 10=-143(LC 12) Max Grav2=847(LC 21), 13=1832(LC 1), 10=363(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26— 3144/1268, 26-27=-3086/1275, 3-27=-3061/1287, 3.4=-2151/903, 4-28=-1473/647, 28-29=-1473/647, 29-30=-1473/647, 5-30=-1473/647, 5.6=-1473/647, 6-31=-1473/647, 7.31 _ 1473/647, 7-32=-538/1679, 8.32=-538/1679, 8-9=-57/343, 9-33=-224/267, 33-34=-247/261, 10-34=-278/255 BOT CHORD 2-19— 1122/2927, 18-19=-1050/2745, 17-18=-648/2038, 16.17=-648/2038, 15.16=-1604/743,13-15=-18041708,7-15=-1196/601 WEBS 3-19=-233l743, 3-18=-949/503, 4.18— 229/683, 4-16=-643/251, 5-16=-445/348, 7-16= 1184/3148. 12-15=-256/185, 8-15=-1629/663. 8-12=-83/370, 9.12= 360/323 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=6.Opsl; h=1511; B=741t; L=39ft; save=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1.0-0 to 2-10-13, Interior(1) 2-10.13 to 9-0-0, Extedor(2) 9.0-0 to 35-6-3, Intedor(l) 35.6.3 to 40-0-0 zone;C-C for members and forces 6 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' 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. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift a1 joint(s) except Qt=lb) 2=285, 13=483. 10=143. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNING- verity design pitntr stem and READ NOTES ON TNIS AND INCLUDED N/rEK REFERANCE PAGE 114117473 tov. faTMMS BEFORE USE. Design valkl lot tlse only vA1h Mllelr®connoclots. This design Is Ixrsed only rgton Ixxomelets shown, and Is tot an t ndtvkAtal building component, not wtatrusssyslemBotdxouso. the txdlNng doOgnof musl vedty One g4AI abilty of design potatnolors and propxnly lneotporale this doskin Into the overall irking design. Bracing Indicated Is to Ixevent buckling or Individual In= wob and/or chord momlxlrs only. Add likxnal lempxxary and permanent Ixackng MiTek' Is always repuirod lot statAtty and to prevent collapse YAM possble petsonal Yyuy and pxopedy damage. For general guidance regardIrV the 6904 Parke East Blvd. talmicalkxn, storage, delivery, erection and txacllg of tnrsses and (ruts syslerns, seeANSf/IPI I Quality Criteria, 058.89 and SCSI Building Component Tempo• FL 33610SafelyIrdannallonavalic"o from truss Rate Institute. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply Woods Homes • 1827 Fxety T7t008602FJference1041620A03Hiptt optional) Suddefs First Source, Groveland, FL. 34736 7.640 a Apr 19 2016 MTek Industries. Inc Mon May 01 09.41 18 —1, Page I I D:psU EB2F831 JOjhSvTmHl5Fy76i4.7xA51 KOev5300ABCbA 1 OGA2yJKH?g Rx3Ui428rzKwEN LO 6t1.15 tt•0-0 t7-tt•8 24.11.1 29.0-0 33.2.2 39.0.2 4 0• 6.1t•t5 4.0•l 6•LI.B 6.11.8 3.0•t5 5-2.2 S9.14 Site = 2x4 II 5 00 12 4 29 30 5 3x4 3 28 1.SxSSTP= 27 1 2 20 I9 l8 17 6x8 = 5xl2 = 3x6 = 30 = 3x6 % 3.16 12 Scale = 1:72.5 3x6 = 4x6 = Sx8 = 631 7 8 3x4 932 33 1.5x8STP= v 16 6x 1011 Q7 Ib 14 13 12 15 3x6 3x6 II 3x8 = 20 II 25413 btl-lb 1 17•It-9 24•11.1 1 1 V. 99-0-0 611•ls 441 dlld 6.11-a 11.362.11-0 5•z•2 Se•t, 0•0-12 Plate Offsets (KY)-- 12.0-1-11 0-0-101 14.0-5.12 0-2-81 17:G-1-12 0-2-01 f8:0-5-12 0-2-81 f16:0-6-4 0.4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.23 18-20 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Ven(TL) 0.51 18-20 590 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.17 14 n/a IVA BCOL 10.0 Code FRC2014fTP12007 Matrix-S) Weight: 194 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 7-14: 20 SP No.3 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 3-7-0 oc bracing: 14-16 WEBS 1 Row at midpt 7-17 REACTIONS. (lb/size) 2=783/0-8-0, 14=2004/0-3-8, 10=211/0-8-0 Max Harz 2=-143(LC 10) Max Uplift2=-273(LC 12), 14=-513(LC 12), 10=-126(LC 12) Max Grav2=792(LC 21), 14=2004(LC 1), 10=297(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-27=-2859/1139, 27.28_ 2779/1149, 3.28=-2759/1158, 3-4=-1391/608, 4-29— 543/336, 29-30=-543/336, 5-30=-543/336, 5-31=-543/336, 6-31=-543/336, 6-7=-543/336, 7-8— 574/1787, 8-9=-159/764, 9-32=-165/507, 32-33=-181/505, 10-33=-193/488 BOT CHORD 2-20=-1005/2668, 19.20_ 943/2492, 18.19= 943/2492, 17-18=-354/1280, 16.17= 1753/815, 14.16=-1987/755, 7.16_ 1237/603, 12-13=-451/147, 10-12=-451/147 WEBS 3-20=-185/744, 3.18=-1344/628, 4-18=-145/558, 4-17= 855/335, 5-17— 405/317, 7-17=-929/2419, 13-16=-769/428, 8-16=-1640/672, 8-13=-289/713, 9-13=-568/306 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; BCOL=6.Opsl; h=15ft; B=74111; L=3911; eave=51l; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2.10-13, Intedor(1) 2-10-13 to 11-0-0, Exterior(2) 11-0-0 to 33-6-3. Interlor(1) 33-6.3 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI i angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except Qt=1b) 2=273, 14=513, 10=126. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. WARNING • Vorlry design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Ma•7473 rev. 10A)SWI6 BEFORE USE Design valid for the only YAM MltokO connectors this design is based only upon parameters shown. and Is lot an IndMdtlal Lxdding component, not a hum system. Mote use. the IxMdkV designer must verify the appteabllly of design pdxorneters and plop Orly Incorporate this design Into the overall txddtng design. Bracing indicated Is to prevent txwMV of Individual truss web and/or chord members only. Adailfornal lempxrary and permanent adding M iTek' S always tecPLed fa stability and to rxevenl collapse with possible personal trlkay and property damage. For general guidance regarding the latxkatlon. storage, delivery. etection and bracing of fnmas and truss systems seeAN51/IPI I Quality CdtafW, DSB-69 and BCSI Bulldtng Component 6904 Parka East Blvd. Safely INarmallon available from trim Plate Institute, 218 N. Lee Street. Suite 312. Atorta ndria, VA 22314. Tamps, FL 33610 Job Truss ruse ype ty y Ashton Woods Homes • 1827 F7rely T1t006603 1041620 A04 Ntp t t Job Reference(optional) Buildefs First Sautes. Groveiand, FL 34736 7.640 a Apt 19 2016 M6Tek Industries. Inc. Mon May 01 09 47:19 2017 Page 1 I D:ps U EB2F831 JOIhSvTm Hj 5Fy76i4-b7kUEg EGgPBFeJmP9tZ1oNb7JkagPwR DiMgbjHzKwEM 1A 6-It•/5 13-a0 1b11.8 24.11.1 6-ao 32.314 39•0-0 6 6-tt-1s 6-0.1 st1.9 s11-e -01s 6.3•t4 6-8-2 Scale = 1:72.5 5x8 = US = 2x4 II Sx8 = 5.00 F12 4 28 529 30 6 7 3x4 i 3x4 327 31 a 1.SxB STP= 26 32 1.5x8 STP= 2 19 17 16 15 1 9 10 1 18 6i8 — 4x6 = US= IV — igUS = 1312 11 14 US= 3x6 % 3.16 52 ax6 II 2x4 11 3x6 = 26-0-0 25013 611.15 1300 1611d 24.11.1 25 •1 32.3.14 3940 611.15 601 btl-e 6.11.8 0- 63-14 662 0012 att•3 Plate Offsets (KY)— 12:0-2-3.0-0-101.14:0-5-12.0-2-81.17:0-5-12,0-2.81.113:0-3-0.0.0.01.f151-1-4.0.6121 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.25 17-19 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.80 Ven(rL) -0.59 17-19 >514 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.78 Horz(TL) 0.16 13 n/a n/a BCOL 10.0 Code FRC2014/ TP12007 Matrix-S) Weight: 203 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 6.13. 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 2-8-0 oc bracing: 13-15 WEBS I Row atmidpt 3-17 REACTIONS. (lb/size) 2=792/0.8.0, 13=1976/0.3-8, 9=231/0.8.0 Max Horz 2=-167(LC 10) Max Uplitt2=-280(LC 12), 13=-492(LC 12). 9_ 140(LC 12) Max Grav2=799(LC 21), 13=1976(LC 1), 9=342(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2.26= 2941/1169, 3.26=-2863/1188, 3.27— 1073/485, 4-27=-1061/504, 4.28=-321/284, 28-29=-321/284, 5-29=-321/284, 5-30=-321/284, 6.30=-321/284, 6.7=-278/1189, 7-31 =- 166/904, 8.31=-177/818, 8-32=-217/530, 9-32=-231/510 BOT CHORD 2-19=-1037/2791, 18.19— 977/2606, 17-18=-977/2606, 16-17=-240/957. 15-16=-1204/582, 13-15_ 2024/647, 6-15— 1254/575, 11-12=-471/178, 9-11=-471/178 WEBS 3-19=-174/798, 3-17=-1722l758, 4.17— 104/521, 4.16_ 868/326, 5.16=-347/270, 6-16=-643/1679, 12.15=-1485/849, 7-15_ 2148/903, 7-12=-770/1702, 8-12=-687/342, 8.11=0/280 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=4.2pst; BCDL=6.Opsf; h=151t: B=7411; L=39ft; eave=5ft, Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exledor(2) -1-0-0 to 2-10-13, Interlor(1) 2-10-13 to 13-0.0, Extedor(2) 13-0-0 to 31-6-3, Intedor(1) 31-6-3 to 40.0.0 zone;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) 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) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except Qt=lb) 2=280. 13=492, 9=140. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 4V gypsum sheetrock be applied directly to the bottom chord. Q WARNING - Vedly design Parameters and READ NOTES ON THIS AND WCLUDED M/rEK REFERANCE PAGE MO-7473 rev. IG03MIS BEFORE USE. Design will la use only wllh Mllek®connectas. R* design Is based only upon parameters Mown. and h far an Individual twlddlg component, not a truss system Before use, the building designer must verity the oppllcabllty of design pararneters and property Incogwrate this design Into the overall txBdhg design. Brochg indicated Is to rxovent buclAing of kKflvk al muss web and/ot chord mernb eis only. AcUllonal temporary and permanent Ixacklg Welk' is always ioctuled rot stability and to prevent collapse vAlh poss9Ae personal "and property damage. For general guidance regarding the labrtcollm storage, delivery. erection and LxocMg of trusses and truss sysl.'11K, sooMSI/IPI t Quality Cdteda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information asvaltable from truss Pluto Institute. 218 N. Lee Street. Suite 312. Alexa nddrla. VA 22314. Tanga, FL 33610 Job I fuss ruSs I ype ury Fly Ashion Woods Homes - 1827 Fuelly Ttt008604 1041620 A05 Hip 1 1 Job Reference(optional) Butldees First Source. Groveland. FL 34736 7 640 s Apr iv 2016 Mu ea industries. Inc coon May v1 ve:47:20 2017 rage I I D:psUEB2F831 JOJhSvTmH)5Fy76i4-3J IsSOFvRjJ6GTLbda4uLb8GA7uf8KoMxOZ9FjzKwEL 1.0-0 611.15 15.0-0 18."0 24.0.0 24.11,1 31.7.10 3940 40•PO 14 6.11.15 9•01 4-fi•0 460 611.1 6.8.8 7.4.6 1•Pa 1.Sx8 STP = 26 r 3x6 % 3.16 12 5.00 12 Sx6 = 3x8 3x4 i " 27 19 t8 17 Sx6 = 4x6 5x8 = 3x4 = Sx6 = 2x4 11 28 6 29 7 a 3x6 30 9 30 Z!P— 10 Scale . 1:74.0 31 t .Sx8 STP = j 16 8x10 12 a 15 14 13 3x6 4x6 II 4x6 = = 25413 6/1.15 /5.00 24.11.1 _264-1 31.7.10 98•lY0 611.15 e•0.1 9.11.1 0• 6-8-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 TCDL 7.0 Lumber DOL 1.25 BC 0.95 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 BCDL 10.0 Code FRC2014lrP12007 Matrix-S) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 Except* 8-14: 2x4 SP No.3 WEBS 2x4 SP No.3 DEFL. in floc) Well Ud Ven(LL)-0.2417-19 >999 240 Ven(TL)-0.5817-19 >522 180 Horz(rL) 0.19 14 Na n/a PLATES GRIP MT20 244/190 Weight: 201 lb Fr = 2040 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 3-1-0 oc bracing- 14-16 WEBS 1 Row at midpt 3.17. 6-16 REACTIONS. (lb/size) 2=675/0-8-0, 14=2302/0.3-8, 11=21/0-8-0 Max Harz 2=-191(LC 10) Max Upllft2=-241(LC 12), 14=-600(LC 12), 11=-281(LC 21) Max Grav2=688(LC 21), 14=2302(LC 1). 11=236(LC 22) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.26=-2388/879, 3-26=-2321/898, 3-4=-412/173, 4-27=-364/178, 5-27— 331/196, 5-28— 293/251, 6-28=-293/251, 6-29=-494/1636, 7.29=-494/1636, 7.8=-634/1998, 8-30=-686/2035, 9-30=-693/1945, 9-10=-697/1935, 10.31=-279/1079, 11-31=-289/1055 BOT CHORD 2-19=-767/2308, 18-19=-724/2148, 17-18— 724/2148, 16-17=-432/304, 14-16=-2247/895, 8-16=-277/292, 11-13=-975/384 WEBS 3-19— 102/698, 3-17=-1868/799, 5-17=-250/233, 6-17— 335/1037, 6-16=-15321669, 7-16=-894/360, 13.16=-946/382, 10.16=-1146/514, 10.13_ 23/408 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=6.0psf; h=1511; B=74ft; L=391t; eave=5ft; Cat. 11; Exp C: Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1.0-0 to 2-10-13, Interior(1) 2-10-13 to 15-0-0, Exledor(2) 15.0-0 to 29-6-3, Intedor(1) 29-6-3 to 40.0.0 zone;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 2=241, 14=600. 11=281. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 0 WARNING . Verily design perimeters and REAO NOTES ON THIS ANO INCLUDED MINK REFERANCE PAGE M11-7472 fev. Id8Y10f6 BEFORE USE Design vdld for tee only with MI lek® connec lots. this design Is based only upon parameters shown, and Is for an tndK4 W txAdng component, not o ttuss system. Before use, the txgdr1O designer must verify Ina oprMabllty, of design Ixnametors and property Incorporate, M design Info the overotl txAd g design. Braehg Indicated Is to pxevenl buckling of Individual buss web and/or Chad mermom only. Addlional lernporary and permanent txocuv MOW It always regtered fa stab611y and to pxeveni co lapse with possible personal Injury and property danage. For general guidance tegardr>d the fabricallom storage, delivery. orecilon and bracing of (fusses and tntst systems. soeANSI/IPI I Quality Cdteda, DS8.89 and SCSI Sullding Component 6204 Parke East Blvd. Safety Information avtllable from film Plate hstltute, 218 N. Lee Street. State 312. Alexandriaa, VA 22314. Tampa. FL 33610 Job russ runs ype10ty Ashton Woods Hones • 1827 Firelly T11008605 1041620 1:015 Hip 1 1 Job Reference (optional) Buridees First Source. Groveland. FL. 34736 7 640 it Apr 19 201614tTek Industries. Inc. Mon May 01 09:47:21 2017 Page 1 I D:psUEB2F831 JO1t1SvTmHj5Fy76i4-XVsEfMGXCORztdvnHlb7uogTIXEptokWAgJioAzKwEK t o 6•„•,s t2•a0 17•0.0 22.0-0 27.2•, 32.0.2 39-a2 o•a a 6 tt•15 so-0 sao sa0 sal s7.1 62.I a Scale . 1:74.0 5x8 = 5.00 12 5x6 6 7 2x4 11 44 r- 4x6 5 8 3x6 % 3x6 28 4 9 3x4 Ji 3 I 10 1.Sx8 STP = 27 29 1.SxS STP = 6 15x12 q 21 20 18 17 US 19 3x4 = 5x8 = 12 ad 4x6 = 15 14 13 3x4 = 3x8 = 3x6 % 3.16 12 3x6 II 27.3.13 6t1.15 1700 2200 27.2.1 27 1 32.62 3000 e•I1•IS IOOt S40 6.2.1 b 6.6.6 0012 Plate Offsets (),%Y)— 2:0.2.15,0.1-81.(5:0-2-0.0-1-81.(6:0-5-12.0-2-81,(7:0-3-0.0-2.41.(20:0-5-8.Ed0el LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.40 18-20 >821 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Ven(rL) -1.15 18-20 >287 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.22 14 n/a We BCDL 10.0 Code FRC2014/TP12007 Matrix-S) Weight: 203 lb FT = 209b LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 'Except' 8-14: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=854/0-8-0.14=2153/0-3-8.11=-8/0-8.0 Max Horz2=-214(LC 10) Max Uplift2=-293(LC 12), 14=-544(LC 12). 11=-259(LC 21) Max Grav2=854(LC 1), 14=2153(LC 1), 11=193(LC 22) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 3.5-0 oc bracing: 14-16 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-27=-3250/1147, 3.27=-3170/1161, 3-4=-3240/1266, 4-28=-3218/1279, 5.28— 3167/1280, 5.6=-664/393, 8.9=•596/2046, 9-10=-612/1965, 10-29=-193/966, 11.29=-201/946 BOT CHORD 2.20=-1007/3181, 19-20=-456/1338, 18-19=-456/1338, 17-18=-58/607, 16-17=-1831/781, 14.16=-2109/780,8-16=-2107/841,11.13=-874/295 WEBS 5-20=-644/2117, 5-18=-888/477, 6.18=-153/677, 6.17=-951/340, 7-17=-273/180, 8- 1 7=-711/2087, 13.16=-869/288, 10-16=-1176/488, 10-13=-34/413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf-, BCDL=6.Ops1; h=1511: 8=74ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpr=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2.10-13, Intedor(1) 2-10-13 to 17-0-0, Extedor(2) 17.0.0 to 22.0.0, Interior(1) 27-4-13 to 40-0-0 zone;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) 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.Opsl on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 vide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except Qt=lb) 2=293, 14=544, 11=259. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. Q WARNWG - Veriny dodgn Parameters and READ NOTES ON TKIS AND INCLUDED MrIEK REFERANCE PACE MO.7472 rev. /46MIS BEFORE USE Design v lld lot use only w11h Mllek®conneclors. ft design Is based orgy upon parameters Yawn. and Is for an kxlMdx,l bxAdng component. not a Russ system Before use, the buildlrlg designer must verify the c6XAlcab billy of design pciameters oryJ rxopstly Incotpoiale this design Into the overall btAalnlg design. Bracing Indicated Is to Ixovenl Ijucaing of IrKlMdual truss web and/or chord members only. Additional lemloicay and potmcmnt bxactng M iTek' Is always regAed tot stablilty and to prevent collapse with possiblo persona tr,pry and properly danage. For geretal gukkaae teWdlg the labtk;atbn, slotage, delivery, etectlon and btacing of trusses and tniss systems. seeANSI/IPI I Quality Criteria. OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information ava0atAe from fruss Plate institute. 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Tonga. FL 33610 Job Truss toss ype ty Ashton Woods Homes, • 1827 Firstly Ttt008606 1041620 A07 Hip 1 1 Job Reference (optional) Builder's First Source. Groveland. FL. 34736 7 540 s apt 111 2015 mil ex maus0tes, Inc. mo11 may 01 W.+r zz 201 r rage' ID•psUE82F831 JOjhSvTmH15Fy76i4-?iOcthG9zKZgVnU_q?6MOODdNxbccH i fOK2GKczKwEJ 6tt•1s t3P0 i 1900 20PO 27.2.1 _ 32.8.2 39." 4600 0 61J•15 "0 "0 4 7.2.1 57.1 62.14 Scale . 1:74.0 Sze = 5.00 12 Sx6 6 7 3x4 3x6 % 5 29 30 4x6 a 3x6 3x4 i 4 9 3x4 17m 3 10 rib 2898 31 1 sx8 STP = 1.Sx8 STP = 16 q 2 21 20 19 1817 Sx12 11 i$ y IdSx6 — = 4x6 — 3x4 = 402 = 15 14 13 3x6 = 3x6 i 316 F12 3x6 it 30 = 27.3.13 611.15 1300 1e-00 2POO 27.2.1 27,2.1 3241.2 39•b0 e 11.1s sore 80o 4d i-2.1 O s ss z-u 0012 Plate Offsets (KY)-- 12.0-2-15 0-1-81 16:0-5-12 0-2-81 (7:0.3-0 0-2-41 121:0-3-0.0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Ven(LL) 0.30 19-21 >999 240 MT20 244/190 TCDL 70 Lumber DOL 1.25 BC 0.85 Vert(rL) 0.69 19.21 >473 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.24 14 n/a n/a BCOL 10.0 Code FRC2014/TP12007 Matrix-S) Weight: 215 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 'Except' BOT CHORD Rigid telling directly applied. Except: 8.14: 2x4 SP No.3 3-7-0 oc bracing, 14.16 WEBS 2x4SPNo.3 WEBS 1 Row atmidpt 3.19.5.18 REACTIONS. (lb/size) 2=876/0.8-0, 14=2077/0-3.8, 11=45/0-8-0 Max Horz 2=-238(LC 10) Max Uplift2=-297(LC 12), 14=-531(LC 12), 1 l _ 196(LC 21) MaxGrav2=876(LC 1). 14=2077(LC 1), 11=244(LC22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28=-3349/1116, 3-28=-3273/1135, 3.4— 1383/563, 4-5=-1340/574. 5-29=-457/290, 6-29=-446/309, 6-7=-306/317, 7.30=-335/283, 8-30=-420/262, 8.9=-480/1834, 9-10=-496/1752,10-31=-150/813,11-31_ 158/792 BOT CHORD 2.21=-984/3291, 20-21=-925/3080, 19-20=-925/3080, 18.19=-328/1311, 17-18=0/399, 16-17=-1594/653, 14.16=-2033/714, 8-16=-1991/773, 11-13— 731/234 WEBS 3-21 =- 169/910, 3- 1 9=- 1815/629, 5.19= •71/564, 5-18=-1084/451, 6-18= 210/495, 6-17_ 570/267,8-17=-614/2067, 13-16=-728/242,10.16=-1082/437,10-13=-18/373 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=4.2psh BCDL=6.0psf; h=15ft; 13=7411; L=391t: eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18: MW FRS (directional) and C-C Extedor(2) -1.0-0 to 2-10-13, Interior(1) 2.10-13 to 19.0.0. Extedor(2) 19-0.0 to 20-0-0, Interioi(1) 25-6-3 to 40-0-0 zone;C-C for members and forces 13 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except Qt=lb) 2=297. 14=531, 11=196. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. O WARNING • Vanity dadgn parameters and READ NOTES ON THIS AND INCLUDED WMK REFERANCE PACE A07473 rev. IMSMIS BEFORE USE Design valid fa use only with Mllek® connectors. Ole design b based only upon parameters shown. and Is la an fnavldudl "dig component, not a truss system. Before use. the bulat designot must verity the applicab lity of design parameters and properly Incorporate Ints design Into Ilte overall building design. Braking atdlcaled Is to prevent bucarrQ of Individual truss web and/or chord members only. Ad dillonal lemporary and permatenl bractrtg MOW Is always teaphed for stability and to prevent collgxe with possible personal k jfy aid rxopoAy damage. For general guidance regarding the fabilcalkxt, storage, delivery, etecllon and braking of tames and tam syslems. seeANSI/IP11 Quality Criteria, DSB-69 and SCSI Building Component 6904 Parks East Blvd. Safety Information avtltctAe ham Item Plate trisllMe. 218 N. Leo Street, Suite 312. Alexandria VA 22314. Tampa. FL 33610 Job cuss rush TypejOry Ashton woods Homes • 1827 Firsts nlooe6o7 1041620 1,-'Os Root Special 1 1 Job Reference (optional) tsusaars rrrsl source. urovalana, rL. s" rm r.ovv npr Iv nno mt rarz intsrrres, M. man may - —,— —I' ray. ID:psUEB2F83IJOjhSvTmHl5Fy76i4-Tu_41Hrgehg7)CAOfdbzOmofLxlLkLod ops2zKwEl 1.O btt•t5 13-3-o 19.6-0 27.2-1 32.1.1 39.0-0 16 O dtt-t5 6.3.0 6-3-0 7.8. 57.1 6-2.14 /•0-0 5x6 = 5.00 12 Scale - 1:71.1 3x4 3x6 3x6 % 318 12 3x6 II 27.3.13 dll•IS t33-0 to-" 27.2.1 27 •1 32b•2 390-0 dlt•15 13o 9.3-0 7•8•1 O Sd3 6•2•14 m It Plate Offsets ().Y)-- 2:0.2-15,0-1.81.f19:0-3-0.0-3-41 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Vdefl Lord PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.30 17-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Ven(TL) -0.72 17-19 >459 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(fL) 0.24 13 n/a Na BCDL 10.0 Code FRC2014/TP12007 Matrix-S) Weight: 198 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP NO.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 7-13: 2x4 SP No.3 3-7-0 oc bracing: 13.15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-17, 5-16 REACTIONS. (Ib/size) 2=876/0-8-0, 13=2076/0-3-8. 10=4610-8-0 Max Harz2=-244(LC 10) Max Upllft2= 297(LC 12), 13— 531(LC 12). 10=-191(LC 21) Max Grav2=876(LC 1), 13=2076(LC 1), 10=247(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26— 3360/1080. 3-26=-3263/1094, 3-4=-1339/496, 4.5— 1300/514, 5-27=-430/265, 6-27=-361/283, 6-28=-361/280, 7.28=-452/268, 7.8=-456/1822, 8-9=-471/1740, 9-29=- 143/808, 10-29=- 1 52f779 BOT CHORD 2-19— 927/3305, 18.19=-871/3092, 17-18=-871/3092, 16-17=-257/1271. 15.16=-1574/602, 13-15= 2031/676, 7-15=-1981/738, 10-12=-719/207 WEBS 3-19=-155/921, 3-17=-1864/648. 5.17=-73/546. 5.16_ 1074/412, 7-16=-548/2072, 12-15=-708/224, 9-15=-1072/417, 9.12=-10/371 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140Mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf; h=151t: B=74111: L=39ft; eave=511; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1.0.0 to 2.10-13, Intedor(1) 2-10-13 to 19.6-0, Exledor(2) 19.6-0 to 23-4.13 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=297, 13=531, 10=191. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and 16" gypsum sheetrock be applied directly to the bottom chord. Q WARNING - Vm1ry dodgn panmerare and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE MD-7473 ray. 1411MW16 BEFORE USE Design vaild for Ilse only with Mrlek® connectors. Rnh design Is Lased only upon parameters shown. and Is lot an I1dlvkkxA txAdbV component, not a truss system. Before use. the hWding designer musl verily the app(kabllly of design Ixzaineters once properly incoq)orato Ihh design kilo the overall bx&dng design. 11toci ng Indicated Is to rxevenl bucking of Individual fnus web and/or chord members only. Additional temporary and permanent bacti g MiTek' Is always rocpdred for skmOly and to prevonl eolkrrse with possible rxnsone9 IVraY and rxoperfy dainage. For general guidance regarding the labft.otbn storage, delivery, erection and bracing of Inrssos and Inlss systems, seeANSI/1PI I Quality Cdbeda, OSS-89 and SCSI Building Component 6904 Parka East Blvd Safety Information available from Iran Plate Iftslik-de. 218 N. Lee Street. Saite 312. Alexanddab VA 22314. Tampa. FL 33610 T11008608 1041620 j A09 j Rool Special t•0.0 T• js t2.9-t 19.6.0 27.2.1 32.9.2 39.0.0 400-0 P 6&15 8-0.2 6•&15 7.8.1 5.7.1 62.14 t•OA Sx6 = 5.00 F12 Scale - 1.71.1 20 ,9 r' 14 13 12 3x6 3x6 = Sx6 = 3x4 11 3x6 11 30 = — 27.3.13 12.9•t 128 . O119e27.2.1 27 t 324.2 39-0-0 6b15 a-0.2 P W-15 ' 741.1 0• tto5.5.5 &2.14 LOADING ( psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.11 18 999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) 0.29 16-17 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 007 13 n/a Na BCDL 10.0 Code FRC2014/TP12007 Matrix-S) Weight: 211 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 5- 19,7.13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD BOT CHORD WEBS REACTIONS. ( lb/size) 2=998/0.8.0, 13=1703/0-3-8, 10=302/0-8-0 Max Horz 2=244(LC 11) Max Upllft2=-326(LC 12), 13=-436(LC 12), 10=-147(LC 12) Max Grav2=998(LC 1). 13=1703(LC 1), 10=376(LC 22) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-27=-1787/597, 3-27=-1722/609, 3-4=-1853/633, 4-5=-1794/650, 5-28=-782/361, 6. 28— 709/374, 6-29= 709/375, 7-29=-798/363, 7.8=-156/793, 8.9=-172/692, 10- 30=-277/168 BOT CHORD 2-20=-447/1661, 5-17=-84/626, 16.17=-405/1772, 15-16=-629/327, 13-15=-1653/563, 7. 15=-1462/581 WEBS 3.20=-374/209, 17-20=-454/1664, 5-16=-1222/462, 6.16=0/309, 7-16=-347/1383, 9. 15_ 718/314 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4- 2-0 oc bracing: 13-15 10. 0-0 oc bracing: 17.19 1 Row at midpt 5.16 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf: h=1511; B=7411: L=3911: eave=51t; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exledor(2) -1.0-0 to 2-10-13, Interlor(1) 2-10-13 to 19-6-0, Extedor(2) 19-6-0 to 23. 4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 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 fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 2=326, 13= 436, 10=147. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNING . Veft dedifn paramaen and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE N467473 mv. 1692MIS BEFORE USE. Desbn wbld lot fuse orgy vAln MllekS connectors. Rth design Is basod only upon parameters shown. and Is for an Individual txdc ing component. not a truss system Mora use. the txMdhg designer must verity the appldablily of design parameters and poWly Incorporate this design Into the ovordil txBdllg design. Racing Indicated Is to rxevent bucWing of Individual truss web and/or chord members only. Additional temporary and ptrmarneni tracing M iTek' is always required for statAlty and to rxevent collapse whin posstAe personal drry and ptopedy di rnage. For genera guidance regarding me fabrication. stotago. dottvety, erection and braClng of trusses and Tuts SySlernS, seeANSI/IPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avallable from Insss Nate Institute. 218 N. Lee Slfoot. Sulto 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type oty ply Ashton woods Homes . 1827 Firslly 100T18608 1041820 A010 Roof Special 1 1 Job Reference(optional) Builders Fast Scares, Grovaland, FL. 34736 1.540 a Apr le "Let to MI OK mGUSICIOa, Inc. Man May V 1 m1A r I s ZVl r rags 1 ID:psUEB2F831J01hSvTmH15Fy7614-mzNC c9W4tR5wOIFpcSF26L8FJdp19tKKRNHWdzKwES 1.0 6&15 12.6.1 1861 8.6.0 25.9.6 32.013 30.0-0 404 0• 68.15 6-P2 S9.0 0:11•15 6.36 6.36 611.3 1- Seale - 1:71.1 Sx6 = 2x4 II 5.o0 P2 6 7 22 21 17 18 . 14 13 3x8 = 4x6 = 2x4 II 4x6 II 3x6 — 5x8 = 30 = 3z6 — 16.7.12 e•e•15 12•al /2• 1 18's.1 1 -1 2"-8 32-0.13 3a•PO be-15 s-0.2 o- sea o-7.1.10 6.3-0 a11.3 n 12 Plate Offsets (),Y)-- I16:0-3-0,0-0-01,118:0-2-12,0.2-121 LOADING(psf) SPACING- 2.0.0 CSI. DEFL. in (fee) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.05 13 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.45 Ven(rl-) -0.13 14-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(rL) -0.02 16 We n/a BCDL 10.0 Code FRC2014/fP12007 Matrix-S) Weight: 232 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 'Except' 5.21,6-16: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=539/0.8.0, 16=1852/0-3-8, 11=612/0.8.0 Max Horz 2=-244(LC 10) MaxUplilt2=-206(LC 12). 16=-476(LC 12). 11=-227(LC 12) Max Grav2=581(LC 21), 16=1852(LC 1). 11=684(LC 22) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 3.10-0 oc bracing: 16-16 10-0-0 oc bracing: 19.21 FORCES. (tb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.29— 761/245, 3-29=-701/258, 3-4=-264/135, 5-30=-99/691, 6-30=-89/755, 6.7=-6/660, 7-31=-329/302, 8-31= 401/289, 8.9=-877/430, 9- 1 0=-995/412, 10-32=-931/307, 11-32=-995/294 BOT CHORD 2-22— 124/677, 5-19= 6/424, le-19=-205/251, 16-18=-1784/618, 6-18=-340/267, 13-14=-100/329, 11.13=-175/860 WEBS 19.22— 130/684, 3-19=-521/259, 5-18=-854/305, 14-18=-509/355, 7-18=-1148/441, 7-14=-478/1084,8-14=-623/392,8.13— 296(735,10-13=-356/268 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Ops1; h=15ft; B=74ft; L=391t; eave=5ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2.10-13, Intedor(1) 2.10-13 to 19-6-0, Exterior(2) 19.6.0 to 23-4-13 zone:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 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 fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=206, 16=476. 11=227. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q INARNINO - Verily design panlmotars and READ NOTES ON THIS AND INCLUDED AfREK REFERANCE PACE MA7473 nay. 1602MIS BEFORE USE Design valid lot use only Win MIIeW conneclors mis design Is based orgy upon paameters shown. and Is lot an Individual "ding component, not a truss system. Before use. Iho tAAkYnu designet musl verify the ap AlcatAlty of dosidn lxnarnetors and rxolxedy Irlcapotole Ihls design Into tho overall IxDding design. (racing Indicated Is to I)ucWV of IndIvIdual Iruss web aril/a chord members orgy. Adalllonal lernpxxary and permanent txactng M!Tek' rxevent Is always tec"ed for stability and to rxevenl collapse Win possible personal k*ffy and psopr:rly darnage rot general guidance regaling Rw 6904 Parks East Blvd. fabrication, slotage. ddlvery. etecllon and txacing of trusses and Ines syslans. soeANSI/IPI I Quality Criteria, OSS-89 and SCSI Building Component Tamps. FL 33610SafetyInformationavailablefrorntrussPlateInstitule, 216 N. Lee Street. Salto 312, Alexandria. VA 22314. Job I ruse truss type fity ery Ashton Woods Homes • 1827 Firefly T110086f0 1041620 A011 Root Special 6 t Job Reference(optional) Budder's First Source. Gtovatand, FL. 34736 r.640 s npr ry a i 6 miles i c. mim mar v v..+. ,. cv, yv . ID:psUEB2F831JOIhSvTmHi5Fy76i4-E9xbByA8rtZyXYtRMKzU6; u, b zOkcfU246r24zKwER 1-00 S•a2 9.4$t3-tt-4 tb6.1 19.64 _ 2S-9.6 32-0-13 39.0-0 40- 6 S•a2 4.4.6 4.612 4.612 a11.15 6-3-6 636 6.11.3 1.0-0 24 23 cc 3x6 = 30 = 2x4 II Us = 20 It 5.00 17-12 7 18 17 , 15 14 axe II 3x6 = 5x8 = 30 = Scale. 1:71.1 3x6 = IP7.13 542 n A 32-0.13 39•a0 SO.2 4.34 a O 4.1213•I1.4 44-12 0.11 7.1.10 P341 ' e•I1-0 aa12 Plate Offsets (XY)-- f17.0-3-0 0-0.01 (19.0-2-12 0-2-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Weft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Ven(LL) -0.05 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(rL) -0.13 15-17 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 HOrz(TL) -0.02 17 n/a n/a BCDL 10.0 Code FRC2014fTP12007 Matrix-S) Weight: 236lb Fr = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 5-23,7.17: 2x4 SP No.3 3.10-0 oc bracing, 17-19 WEBS 2x4 SP No.3 10-0-0 oc bracing: 21-23 REACTIONS. (lb/size) 2=502/0.8-0, 17=1921/0.3-8, 12=581/0.8.0 Max Harz 2=-244(LC 10) Max Uplift2=-197(LC 12). 17=-492(LC 12), 12=-220(LC 12) Max Grav2=539(LC 21), 17=1921(LC 1), 12=675(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-31_ 763/266, 3-31=-717/274, 3-4=-678/193, 4-5=-635/205, 5-6=0/311, 6-32=-113/800. 7.32=-105/872, 7.8— 54/797, 8-33=-304/281, 9-33=-376/269, 9-10— 853/413, 10-1 1=-971/395,11.34=-907/290, 12-34=-971/276 BOT CHORD 2.24=-157/698, 5.21— 29/402, 20-21=-129/642, 19.20=-298/225, 17.19=-1853/636, 7-19=-262/184,14-15=-187/306,12-14=-156/838 WEBS 21-24=-167/729, 5-20=-827/265, 6.20= 41/432, 6-19= 725/269, 15-19=-613/362, 8.19=-1296/508. 8-15=-483/1104, 9.15=-624/392, 9-14=-296/736, 11-14=-356/268 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=6.Opst; h=150; 8=74ft; L=39ft; eave=5ft; Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterlor(2) -1.0-0 to 2-10-13, Interior(1) 2.10.13 to 19-6-0, Exterior(2) 19.6.0 to 23-4.13 zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except 01=1b) 2=197, 17=492. 12=220. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. A WARNING . Vedly design parameters and READ NOTES ON ruts AND WCLUDED MrrEK REFERANCE PAGE un-7473 mv. raN"IS BEFORE USE. Design vdkt tar use only Win MlekO connectors. Ihls design k Lxaed only upon parameters shown. and Is tot an 9ndlvklud lxRding component. not a Iruss syslem. Before use. the Ixltdng designer roust verity the dgXXIC0t illy of design pararnelefs and rxopedy Incorporate M design Into the overall bx9dlr* design. Bracing Indicated Is to rxevent b,caing of Individual truce web and/or chord members only Additional temporary and prxmanonl bracing MOW is always reWted fat st(tAlty and to rxevenl collapse wllh possible, personal If*" and property damage. For general guidance regarding M tatxlcalkxn, storage, delivery, erection and txctcing of Misses and Inns systems weANSI/IPI I Quality Criteria, OSB-69 and SCSI Building Component 6004 Parke East Blvd. Surety IMarmaeon ovdluble from anus Rate institute. 218 N. Lee Street. Suite 312 AlaxoncIft VA 22314. Tampa. FL 33610 Job I puss TruSs Type Oty Ply Ashton Woods Homes • 1827 Firefly T1t0086t1 1041620 A012 Common 8 1 I Job Reference (optional) Builder's First Source. Groveland. FL. 34736 7 640 6 Apt 19 2016 MTek Industries, Inc. Mon May 01 09 47:15 2017 Page 1 IO:psUE82F831 JOpiSvTmHl5Fy76i4-iMVzPIBmcAhp9iSew 1 UieXODU6KoTALdnksOaW zKwEO I-0 6.11.3 13.2.10 196-0 25.96 32.0.13 39-0-0 0-0 8-11.3 6 3 6 6.3-6 8 36 6.3-6 8.11.3 Sx8 = 5.00 F,2 Scale . 1:69.9 16 17 '" 15 "' 12 3x8 = 20 11 1.Sx8 STP= 3x6 = 1.Sxe STP= 3k6 = 3x4 = 2x4 11 3x6 = 3x4 = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Ven(LL) -0.04 12-24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Ven(TL) -0.11 12-24 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(TL) 0.02 10 n/a n/a BCOL 10.0 Code FRC2014/fP12007 (Matrix-S) Weight: 203 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS I Row at midpt 5-15. 6.15. 7-15 REACTIONS. All bearings 0.8.0. lb)- Max Horz 2=244 (LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-159(LC 12), 17=-131(LC 12), 15= 417(LC 12). 10=-207(LC 12) Max Grav All reactions 250 lb or less at joints) except 2=436(LC 21), 17=708(LC 21), 15=1477(LC 1), 10=604(LC 22) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-381/111, 3.25=-320/124, 3-4=-25/351, 4-5_ 7/447, 5-26=-30/474, 6-26=-18/585, 6.27=-23/569, 7-27=-34/452, 9-28=-739/268, 10-28=-801/255 BOT CHORD 2.18=-120/333, 17-18=-120/333, 16-17=-360/227, 15-16=-360/227, 12.13=-127/682, 10-12=-127/682 WEBS 3-18-0/257, 3.17=•622/257, 5-17=-329/177, 6.15=•714/264, 7-15=-782J335, 7.13=-32/438, 9-13=-608/255, 9-12=0/250 NOTES- 1) Unbalanced root live loads have been considered for this design 2) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; 8=74it; L=39ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-10-13, Intedor(1) 2-10-13 to 19-6-0, Extedor(2) 19-6-0 to 23-4-13 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 159 lb uplift at joint 2, 131 lb uplift at joint 17 417 lb uplift at joint 15 and 207 lb uplift at joint 10. 6) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W* gypsum sheetrock be applied directly to the bottom chord. Q WARNING. VeAry dedgiv perimeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE N47473 rev. 14101" OIS BEFORE USE Deslgn valkl for rise only vAth MIIekA connectots. fits design is based only upon patameters shown. and is for an trWMdtal building component. not a trusssystem. Boloto u5c, Ilia building designer must verify the r44AlccdAly of dodon paiarnetois and propoily Incorl"ale Itils design Into the overall building design. Biaang indicated is to bucldIng of Individual truce web and/or chord members only. Additional temporary and permanent bating MiTek' preventis always reptLed fa stability and to prevent collapse with possible personal ki.ey and popeny damage. For genetal guidance regarding the 6904 Parke East Blvd. kilixicatkristorage, delivery• erection and bracing of fames and buss syslems, seoANSI/IPI I Quality Criteria, DSB•69 and BCSI Building Component Tampa, FL 33610 SateyInformatlonavaliablemomtrussPlateInstlMe, 218 N. Lee Street, Stlle 312. Alexandria. VA 22314. Job Truss Truss Type ty Asmon woods Homes - 1827 FireflyT11008612 1041620 A013 Common SlruclurolGlrOme t 1 Job Reference Donal Builder's first Source. Groveland. FL 34736 7.640 a Apr 19 2016 Mrek Industries. Inc. Mon May 01 09.47:16 2017 Pape 1 I D:psUEB2F83I JOIhSvTmHl5Fy76i4•BY3LceCONUpgns 1 gUl?yBlztGW a?CWmoobx6yzKwEP 1-0 8.113 13.2-10 196-0 25.96 32-0.13 39-0-0 o 18.11.3 6.3.6 6-3.6 6.3.6 6-3-61-3 00 Sx6 = 5. 00(12 Scale - 1:67.4 3x4 = 3x6 =- -- -- -- 23 22 21 20 19 57 16 jfS 16 15 14 3x6 = 3x4 = 3x6 = 36 = 3x6 = LOADING ( psf) SPACING- 2.0.0 CSI. DEFL. In poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Ven(LL) -0.16 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Ven(TL) -0.34 12-14 >691 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(fL) 0.01 10 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-S) Weight: 268 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-14, 7.14, 5.14 OTHERS 2x4 SP No.3 REACTIONS. All bearings 19.8-0 except Qt=length) 10=0-8-0. Qb) - Max HOFZ 2=244(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 23 except 2=-152(LC 12), 14=-440(LC 12), 20=-223(LC 12), 15=- 142(LC 16), 10=-203(LC 12) Max Grav All reactions 250lb or less at joint(s) 17, 18, 19, 21, 22, 23 except 2=294(LC 21), 14=1580(LC 18), 14= 1543(LC 1), 20=480(LC 21), 10=610(LC 22), 2=272(LC 1) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-21/322, 5.54=-30/436, 6-54— 19/520, 6-55=-27/520, 7-55=-38/417, 7-8=-406 195, 8- 9=-503/177, 9-56=-726/297, 10-56=-774/285 BOT CHORD 19.20=•291/183, 19.57=•291/183, 18-57=-291/183, 18.58= 291/183, 17.58=-291/183, 16- 17= 291/183, 15.16=-291/183, 14.15=-291/183, 10.12=-156/653 WEBS 6.14=-670/264, 7.14=-784/359, 7.12=-79/579, 9-12= 377/278, 5.14= 331/243, 3- 20=-374/283 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=7411; L=39ft, eave=511; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (directional) and C-C Exledor(2) •1.0-0 to 2-10-13. Intedor(1) 2-10.13 to 19-6-0, Extedor(2) 19-6.0 to 23- 4-13 zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0.0 oc. 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23 except (jl=lb) 2= 152, 14=440, 20=223, 15=142, 10=203, 2=152. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and V2" gypsum sheetrock be applied directly to the bottom chord. 0 WARNING - Vadty design parameters end READ NOTES ON THIS AND INCLUDED UffEK REFERANCE PAGE MO-7473 rev. IONMIS BEFORE USE Design valld for use only wtlh Mllek® connectors. this design Is based only upon posomeless shown. and Is for an IndNkAal building component, not a truss system. Before use. the building designer must verily the applk;ablily of design paiarnetes axd properly klcorporale Ih6 design Into the overall building design. Bracing Indicated is to prevent bucking of Individual truss web and/or chord members only. Addllloral iempocary and Permanent balclrlg M iTek' b always regJred for stability and to prevent cotiatimo wllh possbte petsort land properly carnage. Fos general guidance regarding Ito fabrication, storage, delivery. erection and brackng of musses and Inns systems. swMSI/IPI I Quality CAferla. OSS-69 and I1CSf Building Component 6904 Parks East Blvd Safety Information available from Ins Rate Instimulo. 218 N. Lee Street. Suite 312- Alexardsla. VA 22314. Tonga. FL 33610 Job I rush tum56 ype fy Ashton Woods Homes • 1827 Firatly T1t008613 1041620 Sol Comon Supported Gable 1 1 Job Reference bona) Builders First Source. Groveland. FL.34736 7.64o s Apr iv zutc Mnex mausines. Inc. Mon may of W:47:24 zui i rage i I D:psUEB2F831 JOihSvTmHl5Fy76i4-y4YNHNIPUxpXk5eMy08gVR15klTW 4MW yseXMOUzKwEH 1-0-0 t 0-0-0 20-0-0 21-0-0 1-0-0 10-0.0 10.0-0 3 Scale . 1:36.1 4x6 = 3x4 = 18 17 16 15 14 13 12 30 = 5x6 = LOADING (psi) SPACING- 2-0-0 CSf. TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 TCDL 7.0 Lumber DOL 1.25 BC 0.12 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 BCDL 10.0 Code FRC2014lrP12007 Matrix) DEFL. In (loc) Well Ud PLATES GRIP Ven(LL) 0.00 11 rVr 120 MT20 244/190 Ven(rL) 0.01 11 n/r 120 Horz(rL) 0.00 10 rVa Na Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oC puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-0-0. lb) - Max Horz 2=-131(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 18, 14, 13.12. 10 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 17, 14, 13, 10 except 18=298(LC 17), 12=300(LC 18) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-18=-207/275, 9.12=-211/280 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=4.2psh BCDL=6.Opsf; h=15It; B=7411; L=39ft; eave=2ft; Cal. 11; Exp C, Encl.. GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-0 to 2.10-13, Exlenor(2) 2-10.13 to 10-0-0, Corner(3) 10-0.0 to 14-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for Wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2.0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 8) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 Wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 2, 16, 17, 18, 14. 13, 12.10 10) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. I 0 WARNING • Vedty dosign peramororo and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE 1119.7473 rov. 1ANY1015 BEFORE USE Design vdld tot use orgy wink MlleW connoctors. this deslgil Is based only upon parameters shown, and Is lot an kidMditd txAdkig component, not a Huss system. Befoto mo. the txAdrig designer must verity the aWloc hilly of design pararnelens and popelly IncorPolalo Nib design Into the overall lxAdIno design. Bracing Indcolo d Is to Ixovenl twcldktg of Individual buss web and/or chard membets only. Additional temporary and permanent IxatetrQ WOW 6 <#ways tegtlned for sktANy arid to pevenl eollarse Win p ssmle petsond kih+y and poperty damage. For gerelal gilddnce regard frig the lalxkallon. staage, delivery, election and txactng of trusses and miss systems, soeANSI/TPI I Quality Cdhetla, OSS49 and SCSI Building Component 6904 Parke East Blvd Safety Information avWable from truss Plato klslllute. 218 N Lee Streel. Stlte 312. Adexan drlo. VA 22314. Tampa. FL 33610 Job Truss type oty Ply Ashton Woods Homes - 1827 Foely Tt1008814 1041620I 802 Ir. ss Common 2 tI I Job Reference (optional) aunasrartmsource, urovewna.rt..sarso IMpsUEB2F83IJ0j11SvTmHI5Fy76t4-OH61VjJ1FFxOMEDZW8f32erFk8eWpM551Hw-xi¢KwEG 1-0-0 5.3-14 10-0-0 14.8.2 20-0-0 , 21-0- , t 1.0-0 5.3.14 4.8-2 4.8-2 S-3.14 1-0-0 Scale . 1:36.8 4x6 = o 3x6 = 5x8 = 3x6 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ven(LL) -0.12 8-11. >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(rl-) -0.33 8-11 >729 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.19 Horz(TL) 0.04 6 We n/a BCDL 10.0 Code FRC2014lrP12007 Matnx-S) Weight: 86 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. SOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=794/0.8-0, 6=794/0-8-0 Max Horz 2=131(LC 11) Max Uplift2=-261(LC 12), 6=-261(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2.15=-1313/574, 3.15=.1267/587, 3-16=-991/406, 4-16=-940/420, 4.17=-940/420, 5-17=-991/406, 5.18=-1267/586, 6.18_ 1313/573 BOT CHORD 2.8=-451/1172, 6-8=-469/1172 WEBS 4-8=-102/480. 5-8=-363/290, 3-8=-361/290 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=6.Opsf; h=15ft; 13=7411; L=39fl; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1.0-0 to 2-10-13, Interior(1) 2.10-13 to 10-0.0, Extenor(2) 10-0-0 to 13.10.13 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 6t=1b) 2=261, 6=261. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. Q WARNING - Verfly dedyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7479 rev. 1403MIS BEFORE USE Doslf=n valid la use orgy vAth MIlel0 convectors Ms design B based orgy upon pxaanoters shown, and Is for an Indh4dral bidding component. not a truss system Below use, the building desigrnet must verify the aprxicdi%I fy of design potarreters and Ixopwly Incorlorate this design Into the ovaall b ldlrng design. Bracing Indicated is to rxevont bucafrng of Individual Inns wet) and/of chord members only Ac"llof a tompaay and retmaenl txoclrng M iTek' is always tegWed fa stability and to prevent collapse with poss93te personal frlbay and Ixoperty danage. for general guidance tegaalrng the lobdealim storage, dellvery, erection and 1xaci ng of misses and truss systertm saeANSI/IPI I Quality Criteria, OSS-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information uvclable from lass Rate Institute. 218 N. too Street. Suite 31Z Alexo ncirkr. VA 22314. Tempo, FL 33610 Job toss toss ypB y Ashton W Dods Homes • 1927 Firstly Tt1008615 1041820 CJ1 Jaek•Opan 2 1 Job Reference(optional) Builder's First Source. Groveland. FL. 34736 7 640 a Apr 19 2015 MTsk Induslues. mc. Mon May Ol 09:47 26 2017 Y090 1 ID:psUE82F831 JOjhSvTmHl5Fy76i4•uTf7i3JfOz3F_Ool3rBlarNS1Y91YGJFJyOTTNzKwEF 1-0.0 0-10.15 1-0.0 0-10-15 2x4 = Scale . 1.6.5 o-1als 0.10.15 Plate Offsets (X Y)-- 2:0.1-14.0-0-101 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ven(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Ven(rL) -0.00 5 >999 180 SCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 2 rVa rVa BCDL 10.0 Code FRC2014/TP12007 Matrix-M) Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0.10.15 oc pudins. SOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (Ib/size) 3=8/Mechanical, 2=112/0-8.0. 4= 1 /Mechanical Max Horz 2=42(LC 12) Max Uplift3=-3(LC 9), 2=-84(LC 12) Max Grav3=9(LC 17), 2=112(LC 1), 4=10(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf: BCDL=6.Opsf; h=15ft; 8=74ft; L=391t; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18, MW FRS (directional) and C-C Extenor(2) zone;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 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 20.0psl on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 Wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) 3, 2. 6)'Semi-rigid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. 4L WARNING - Vedry design pewmefen end REAO NOTES ON THIS ANO INCLUDED WTEK REFERANCE PAGE M47473 rev. MV2Mf5 BEFORE USE Design valld for use only With Wleft® connectors. MS design Is based only upon parameters shown. and h to an Individual building component. not a truss syslain. Before use. the building designer must verify Iho 0111111cablilly of design parameters and rxopedy Incogwrato this doslgn into the overall bu9dng design. Bracing fndN.afecl is to rxevent bsclding of Indlvklual buss web axl/a chord members only. Additional lemporary, and prtnmonenl bracing WOW B always tedplred for slablllly and to rxevenl edkrpse vNh possM personal 9tluy and rxopedy damage. For general guidance regarding 8w kOxlcatim storage, delivery, erection and tracing of trusses and Irtra systems seeANSIM I Quality Cdtoda, OSS-89 and SCSI Building Component 6904 Parka East Blvd. Safety Information avallctArr horn Ituss Plate bstltute, 218 N. Lee Street. Sidle 312. Alexandria. VA 22314. Tempo, FL 33610 Job Truss Truss Type Oty Ply Ashton Woods Homes - 1827 Firefly T11008816 1041620 CJ1A Jack -Open 2 1 I Job Reference Lionel ausaere rest source. tirovetana. rL Ja rJo w... -t , IO:psUEB2FS31 JOIhSvTmHj5Fy76i4-uTI7i3JtOZ3F__Ool3rBlarNSIYOIYGJFJyOTTNzKwEF 1-0.0 _ _ 0.10-15 1-0-0 0.10.15 Scale . 1:6.5 3x4 Plate Offsets (KY)-- 12.0-2-7 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 Be 0.01 Vert(rL) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2014lrP12007 Matrix-M) Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0.10.15 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ibtsize) 3=5/Mechanical, 2=117/0-8.0, 4=-2/Mechanical Max Horz 2=42(LC 12) Max Upli113= 3(LC 9), 2=-87(LC 12). 4o-2(LC 1) Max Grav3=7(LC 3), 2=117(LC 1). 4=11(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCOL=6.Opsf; h=15111; B=74ft; L=391t; eave=5ft; Cat. II Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone;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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. WARNWG - veft dodyn peronmtero and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1107473 rov. Ia MIS BEFORE USE OesW valld lot use only With M1108 connector%. tnls deslen Is txned only upon paameler% Strewn. cmd IS lot all Individual txAdIrV component. no, a Iru= system. Before use. the txAd ng deslgnat must verify the appllco[Alty of dosign paaneters and rxopeny Incorporate Ihis design Into the ovawll txAdho dosIgn. Bracing Indicated Is to rxevenl buckft of Individual! in =wob arlu/ot chord membots only. Additional lemrxxctry and potmalonl txac9lg Welk' Is always tecµlred lot sWbelly aid to rxevenl collcpse with possible persorlrl Injury and rxoperly damage. For genera guldalce tegctrclrtg the fabrlcallatl, slorage, de:ltvory, erection <W bractrlg of frtmes oW thm systems, seaAN51/TPI I Quality Criteria, OSB-89 and BC51 Bullding Component 6904 Parke East Blvd. safely Information avellable tram Iru= Plote Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314 Tampa, FL 33610 Job N56 INSa Iype tyPly Ashton Woods Homes • IV? ffrNy T110o6617 10/1620 CJ3 Jack -Open 2 1 Job Reference (optional) uu11aw,s First Source. WOVeland. FL.;N7:% rMIua Apriv2u1CMllexlranirm,Inc. Mon Mayul1m1r.zbW r rage1 ID:psUE82F831J01hSvTmHj5Fy76W-uTf7i3Jf023F Ool3rBlarNS1Y9xYGJFJyOTTNzKwEF I-04 2.10.15 2.10.15 2x4 = 2.10.15 2.10-I S Scale. 1:10.7 PlateOffsets(XY)-- 2:0.1-14,0.0.101 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(fL) 0.00 4-7 999 180 BCLL 0.0 Rep Stresslncr YES WB 0.00 Horz(rL) 0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TP12007 Matrix-M) Weight: 11 lb FT = 20bie LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=57/Mechanical, 2=180/0-8-0, 4=28/Mechanical Max Horz2=75(LC 12) Max Uplift3=-37(LC 12), 2=-83(LC 12) Max Grav3=59(LC 17), 2=180(LC 1), 4=43(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10.15 oc puffins. SOT 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=4.2psf, BCDL=6.Opsf; h=15f1; 8=74ft; L=391t; eave=5ft; Cat. It; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) zone;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 for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) 3, 2. 6) 'Semi -rigid pltchbreaks With fixed heels" Member end fixity model was used in the analysis and design of this truss. WARNWG - voft dedgn parameters and READ NOTES ON THIS AND INCLUDED MrfEK REFERANCE PAGE MfF7473 tov. taIUMS BEFORE USE. Design vald for use only vAlh bglek®connectots. this desltpl Is based only upon parameters Ytown. and Is rot an Irldlvldral txAAing component. nol a trusssyslem. Belote use. Iho "dreg deslgrlet must verity the applicallClly of design paraneters and ptopeny, Ineorrwtale this design Into the overall building design. Brocing frKlIcoled Is to ptovenl buclAng of IrWNltlual in= web and/or chord memberss only. Additional lemporary Cod petrnanent bocing MOW 6 always tecµited to stc&Alty and to prevent collapse with possible personal fr1R+y and ptopeny damage For general gu lckalee regarding the fabtbatkxi storage, delivery, erection and bracing of fiusses and truss systems seeANSi/IPI I Quality Criteria, OSS-89 and SCSI /ulWing Component 6904 Parke East Blvd. Safety Insomlatlon available from Ina Plate trmIlMe. 218 N. lee Street. Su lle 312. Alexancift VA 22314. Tampa, FL 33610 Job I rush Truss Type Oty Ply Ashton woods Homes - 1827 Ftrely T1t008618 1041620 CJ3A Jack -Open 2 t I Job Reference (Optional) Oulmers Hrsl Source, woverano, rl. 34r3o . •W, , 'o ,•,,, ^ , „"'••,••. , •,• • / `, "•••• •• "" ID:psUE82FS31JOjhSvTmHj5Fy76i4-MtDVwPKInsB6bYNxdZiX73wdRyUIHIZOYcm 17pzKwEE 1-0-0 2.10-I S 2.10-I5 3x4 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.01 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(rL) -0.01 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 BCDL 10.0 Code FRC2014lTP12007 Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/slze) 3=62/Mechanical, 2=169/0.8-0, 4=34/Mechanical Max Horz 2=75(LC 12) Max Uplift3=-38(LC 12), 2=-80(LC 12) Max Grav3=65(LC 17), 2=169(LC 1), 4=48(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale . 1:10.7 roc) Vdefl Ud PLATES GRIP 4-7 >999 240 MT20 244/190 4-7 >999 180 2 n/a n/a Weight: 11 lb FT = 20% Structural wood sheathing directly applied or 2-10-15 oc puffins. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind- ASCE 7-10; Vult=140Mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opst, h=15ft; B=741t; L=39t1; eave=51t; Cat. II Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterlor(2) zone;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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 7) 'Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. A WARNING. Vortly dedga psramsfars and READ NOTES ON rum AND INCLUDED MrrEK REFERANCE PAGE MO.7473 rov. 1403,20IS BEFORE USE DedM vaid for use only W ih Mliek® connectors. this desIM Is based only upon parameters 910W , and Is for an lAdhlc8tc11 LxACMV component. not a truss system. Before use. Iho txAdne cleslgnor must verity the applicability of design paraneterss and Ixopedy Incorporate this claslgn Into the ovai,. brticlliV design. Bracing Indicated is to Ixovent buckling of hx8vldual truss web and/ot chord members only. AdUllortol temporary aid permatonl Ixacing M iTek' B always reputed lai skatAey and to prevent collapse Win possblo potwrxtl k ry arxJ ptopedy damage. Fa genera gUcknee reg adktg the kdxlcalbn. staicige, daNery, erection arK1 txacing of trusses and truss systems. socANSI/FPI I Quality Criteria, DSB-69 and SCSI Bullding component 6004 Parke East Blvd. safety Information avallable train muss Plato Institute. 216 N. Lee Strool. Srlto 312. AlexorKJria VA 22314. Tampa, FL 33610 Job Truss Type Oty Ply Ashton Woods Homes - 1827 Firelty T1,0086tB 1041620 C. Jack-Open 2 1 I Job Reference(optional) Budders First Soures, Groveland, FL. 34736 7.640 s Apt 19 2016 MTak Industlies, Inc Mon May 01 09 47 27 2017 Pape 1 ID:psUE82F831JOIhSvTmHI5Fy76i4-MfDVwPKIns86bYNxdZIX73wb4yTXHjZOYcm I?pzKwEE 1-0-0 4-10-15 1-o-o 4.10.15 20 = 4.10-15 d-IMIS Scale. 1:14.9 Plate Offsets (Y Y)-- 12.0-1-14,0-0.101 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TOO 0.23 Ven(LL) 0.02 4-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Ven(TL) 0.04 4-7 999 180 SCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TPI2OO7 Matrix-S) Weight: 17lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=100/Mechanical, 2=269/0.8.0, 4=44/Mechanical Max Horz2=109(LC 12) Max Uplift3— 68(LC 12), 2=-101(LC 12) Max Grav3=104(LC 17), 2=269(LC 1), 4=73(LC 3) FORCES. (ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opst; h=15111; B=74fi; L=39ft; eave=51t; Cat. I Exp C; Encl., GCpi--0.18; MW FRS (directional) and C-C Exterior(2) -1.0.0 to 2.10.13, Interior(1) 2.10-13 to 4-10-3 zone;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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This ttuss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=101. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Ve gypsum sheetrock be applied directly to the bottom chord. Q WARNING - Vorlly design pnenmters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M07473 rov. IMI2015 BEFORE USE Design valid for use only with MifekO connectors. hits design Is based only upon WOosmolon shown. and Is lot an indlAdttal Wilding component, not a truss system. Belote tao, the bulking designet must verity the apdicablilty of dosign patamelors and property Incorporale this design Into Otte ovotall txAc&V design. @acing Indicated is to prevent budding of Individual IRns wob and/oI chotd members only Additional temporary and permmtont tracing WOW Is always recittlred fa sic"try, and to prevent collapse with possible polsdtol hpay and property dmnage. For general gthdutce tegardhtg the fabrication. storage, delivery, erection and txachtg of tnrsses and Intss systems, weANSI/IPI I Quality Cdterla, OSB49 and BCS 1 Building Component 6904 Parke East Blvd. Safety Information ovallable Irorn teas Rate hts9Mo. 218 N. lee Street. Sidle 312. Atoxandtla. VA 22314. Tampa, FL 33610 Job Truss Truss Type ty Ashton Woods Homes - 1827 FirstlyT11008620 1041620 CJSA Jack -Open 2 t Job Reference(optionali aurraers rrral source. tarwerana. rL, sarso ID:psUE82F831JOjhSvTmHp5Fy76i4-gsnt7lLwYA.1zDIy7BGDmgGTlvMnhOApxnGVeYGzKwED 100 4.10.15 1-0-0 4.10.16 30 LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 TCDL 7.0 Lumber DOL 1.25 BC 0.30 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 SCOL 10.0 Code FRC20141TPI2007 Matrix-S) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=115/Mechanlcal, 2=239/0-8.0, 4=59/Mechanical Max Horz2=109(LC 12) Max Upllft3=-74(LC 12), 2=-89(LC 12) Max Grav3=121(LC 17), 2=239(LC 1), 4=84(LC 3) FORCES. (ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale . 1:14 9 DEFL. in (loc) Udefl Ud PLATES GRIP Ven(LL) 0.04 4-7 >999 240 MT20 244/190 Vert(rL) -0.06 4-7 >907 180 Horz(TL) 0.01 2 IVA n/a Weight: 17 lb Fr = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind- ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=6.0ps1; h=151t; 8=7411; L=39ft; eave=5ft, Cat. If: Exp C: Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) -1.0.0 to 2.10-13, Intedor(1) 2.10.13 to 4-10-3 zone;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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and 14" gypsum sheetrock be applied directly to the bottom chord. A WARNING - Verily design perometen and READ NOTES ON THUS AND INCLUDED NI/EK REFERANCE PAGE M67472 rev. I4I012015 BEFORE USE Design valid for use only with Mllek®conneclas. this design is Lased only upon parratneles Yawn. and Is lot an IndM Aral building component. not a truss system. Before use. the building designer must verity the a"AlcaMlly of design parameters and popedy Incor"ate this design Into the overall building design. Bracing Inckaled is to prevent buckling of Individual truss web and/or chord members only. Adalllonal temporary and permanent tracing M iTek' Is always regaled tot stability and to rxevenl eollcVse with possible persorxa frhfiry and property damage. For general guidance regarding the fabrication, storage. delivery. etectlon and bracing of trusses and inns systems. sooANSI/IPI I Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Irdorma8on avatlabte from Itaas Rate i nsllMe. 218 N. lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type N Ashton Woods Homes - 1827 Frrely Tt100862t 1041620 EJ7 Jeck-Open 1 4 1 Job Reference o ttona twaaers rust source, urovetana, r. YI rso r.,v wY N 10 MI1 OR 11VY 11 . Inc. mwl rvwy V VO ,LCO LV ID: psUEB2FB3IJOIhSvTmHi5Fy76i4-gsnt7iLwYAJzDiy7BGDmgGTlfMmoOApxnGVaY zKwED 1 0 0 7-0-0 100 7-0-0 30 = 7- 0-0 Scale . 1:19.6 Plate Offsets (Y Y)-- 12:0.1-2 0-0-41 LOADING( psf) SPACING- 2.0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Ven(LL) 0.05 4-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Ven(rL) 0.15 4-7 546 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.01 2 rVa rVa BCDL 10.0 Code FRC2014lrP12007 Matrix-S) Weight: 23 lb FT = 20°b LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. ( Ib/size) 3=144/Mechanical, 2=363/0-8-0, 4=60/Mechanical Max Horz 2=1 45(LC 12) Max Uplifl3=-101(LC 12), 2— 121(LC 12) Max Grav3=151(LC 17), 2=363(LC 1). 4=104(LC 3) FORCES. ( lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; 13=7411; L=39ft, eave=5ft; Cat. If: Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-10.13, Inter ot(1) 2-10-13 to 6-11.4 zone;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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 Wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100lb uplift at joint(s) except at=lb) 3=101, 2= 121. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. WARNING. Vedly design psrrneta t end READ NOTES ON THIS AND INCLUDED MIIEK REF£RANCE PAGE MI167473 rev. IW IMI S BEFORE USE Design valid for use only t.Ath Mllek®connectas. mts deslgr Is based only upon parameters shown. and Is for an Y divId al IxAdhp component, not a truss solorn. Bofote use, the bul" g designer must verity the cyrtllcobllry, of design toramerets and rxopetly Incorporate this design Into the overall IxAdhg design. Broci ng Indicated Is to txicldWQ of Individual truss web and/ot chard members only. Additional temporary and petmorani Ixactrtg WOW preventis ctways retitled fa stability aril to prevent collapse with possible perwral"and property darnago. For genwal guldartce regarding Ito 6904 Parke East Blvd. fabricallon, stotago. deltvory, erection and txacing of Ines arxf truss systems. s"MSI/tP111 Quality Criteria, DSB-89 and SCSI Building Component Tanga. FL 33610 SafetyInformflonavaablefromtrussPlatoInstitute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. rasa Tck•Open runs ype ry y Ashton woods Homes - 1627 Firstly T11008622 1041620 EVA JaJobl01Job Reference o bona Baibdefe First Source. Groverand. K. 34736 ..—. a V. ,.,. ....... ...., _. --.. . _,_ . I D:psUE82Fe31 JOIhSvTmHI5Fy76i4.12LGL5MYJTSgrsXKlzk?CU?grm3 ld3-h?wF74izKwEC 1 o 7- 0-0 100 7-" 3x4 LOADING( psf) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 TCDL 7.0 Lumber DOL 1.25 BC 0.55 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FRC2014/TPI2007 (Matrix-S) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. ( IWsize) 3=171/Mechanical, 2=315/0.8.0, 4=82/Mechanical Max Horz 2=145(LC 12) Max UpliftU-111(1-C 12), 2=-102(LC 12) Max Grav3=179(LC 17), 2=315(LC 1), 4=121(LC 3) FORCES. ( lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale . 1:19.5 DEFL. in loc) I/defl Ud PLATES GRIP Vert( LL) 0.15 4-7 552 240 MT20 244/190 Ven( rL) 0.26 4-7 317 180 Horz( TL) 0.03 2 n/a n/a Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opsh h=15ft; B=74ft; L=39ft; eave=5ft; Cat. 11; Exp C; Encl., GCpl=0.18: MWFRS (directional) and C-C Exterior(2) -1.0-0 to 2-10-13, Interior(1) 2-10-13 to 6-11-4 zone;C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=111, 2= 102. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Ya" gypsum sheetrock be applied directly to the bottom chord. 0 WARNINO. Vanity dedyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/IF747J rev. IMM16 BEFORE USE Design valid for use only with Mllek®connectots. this doslgn is based only upon potamolors shown, and Is for an IndlAdual bAding component, not wt atnassyslern. Boloto me. the building designer roust verity the appticabllly of design p3tasneters and popeily Incorlwrale this design Into the overall building design. Bracing Indicated is to pevent bucMing of IndlvkAud truss web and/a chord members only. Additional temporary and perrnanont btacing MiTek• Is always required for stability and to pevent collgxso with pxsblo personal"and poperty, ddrnago. For general guidance regarcMg the fabrication, storaipe, delivery, erection cncl bracing or litases and truss systems seeANSI/FPI I Quality Cdtedo. OSS-69 and BCSI Building Component 6904 Parke East Blvd. Safely Intomnaeon available from truss Plato institute. 218 N. lee Street. Sulte 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty ply Ashton Woods Homes - 1827 Firefly T11008623 1041620 HJ7 Jack -Open Girder 1 t Job Reference Dona tsuaders F,Bi source. GrOVetana, IL. :Y4 776 1.041) 6 Apr IV Lute Nap ex rnaustfres. inc. man m Vl W:1r:ZY 2vl / "age 1 ID:psUEB2Fe31JOihSvTmHi5Fy76i4.12LGL5MYJTSgrsXKlzk? U?IDm1Yld3h?wF74izKwEC 1 •s-0 5.3.6 9.10.13 1.5-0 535 4-7-8 3x6 = LOADING (psi) SPACING- 2-0-0 CST. DEFL. in loc) Well Ud TCLL 20.0 Plate Gdp DOL 1.25 TC 0.96 Ven(LL) 0.22 4-7 537 240 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Ven(TL) 0.61 4-7 193 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 2 n/a rVa SCOL 10.0 Code FRC2014fTP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.1 SOT CHORD 2x4 SP No.I REACTIONS. (lb/size) 3=227/Mechanical, 2=556/0-11-5, 4=107/Mechanical Max Horz 2=145(LC 8) Max Upll113=-153(LC 8). 2=-201(LC 8) Max Grav3=227(LC 1), 2=556(LC 1), 4=168(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale . 1:21.2 PLATES GRIP MT20 244/190 Weight: 32 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc puffins. 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; TCOL=4.2psf; BCDL=6.Opsh h=15ft; B=741t; L=39ft; eave=5ft; Cat. If; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 3) ' This truss has been designed for a live load of 20.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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except tit=lb) 3=153. 2=201. 6) 'Semi-dgid pltchbreaks With fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sulficient to support concentrated load(s) 65 Ib down and 14 Ib up at 1-5-4, 65 Ib down and 14 lb up at 1-5-4. 80 Ib down and 56 Ib up at 4.3-4. 80 Ib down and 56 lb up at 4-3-4, and 105 Ib down and 94 lb up at 7-1-3, and 105 lb down and 94 lb up at 7.1.3 on top chord, and 11 Ib down and 2 lb up at 1-5.4, 11 Ib down and 2 lb up at 1-5-4, 9 lb down at 4-3-4, 9 Ib down at 4.3-4, and 24 Ib down at 7-1-3, and 24 Ib down at 7-1.3 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 front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1.3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 10=-47(F=-23, B=-23) 11=5(F=2, 8=2) 12=-12(F=-6, B=-6) 13=-32(F=-16, 8=-16) A WARNING - Verify dedgn Peremetero and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M117473 toy. 10103mtS BEFORE USE. Design valid for use only calm MlleW conneclors. live design is based only upon pararnoters shown. and Is for an IrldMdual building component not a Truss system. Boforo uso. Iho twllding doslgnet must verity lho appllcab011y of doslgn parameters and propedy Incott"alo 1118 doslgn Into the overall building design. 6racing Indicated Is to provenf buckling or Individual buss web arld/or chard members only. Additional temporary and permanent bracing M iTek' 6 always tectrhoU for stability and to prevent collapse with possible personal Irtruy and properly damage. For general g lid rice regarding this fabdcallm slotage, delivery, erection and bracing of trusses and fnrss systems seeANSIM I Quality Cdterla, 058-69 and SCSI Bu9dIng Component 6904 Parke East Blvd. Safety information available from prim Plato Ins1IMe. 218 N. Leo Street, Stile 312. AlexorvJdu. VA 22314. Tampa, FL 33610 Job I russ Truss Type UTY pry Ashton woods Homes -I S27 Firefly T11008624 1041620 F1J7A Jack -Open Girder t 1 Job Reference(optional) eu4asra First source, rirovetarta, FL. verse ID:psUE82F831Jt1jhSvTmHj5fy76i4•mEveYRMA4nahS06WIhFEIhY0690TU0Ng Ea he8zKwEB 1.5 0 5-4-39.10.13 1.5-0 5.4.3 46.9 Scale. 1 21.9 30 5-4.3 4-6-9 LOADING(psf) SPACING- 2.0.0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.13 6-7 897 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(rL) 0.32 6-7 371 ISO BCLL 0.0 ' Rep Stress Incr NO WB 0.32 Horz(rL) 0.02 5 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 Matrix-M) Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP M 31 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=149/Mechanical, 2=495/0-10.3, 5=317/Mechanical Max Horz2=145(LC 24) Max Uplift4=-89(LC 8), 2=-174(LC 8), 5=-52(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.11=-1643/408, 11.12=-1635/412, 3-12=-1592/418 BOT CHORD 2-14=-488/1558, 14-15=-488/1565, 7.15=-481/1576, 7-16=-484/1557, 6-16=-474/1573 WEBS 3.7=0/336, 3.6=-1568/475 Structural wood sheathing directly applied or 4-5-9 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=1511; B=74ft; L=39ft; save=511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(S) 4, 5 except Qt=lb) 2=174. 7)'Semi-rigid pitchbreaks with fixed heels' Member and fixity 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) 66 lb down and 14 lb up at 1.5.4, 66 lb down and 14 lb up at 1.5-4, 85 lb down and 59 lb up at 4-3-4, 85 lb down and 59 Ib up at 4-3.4, and 116 lb down and 103 lb up at 7-1-3, and 116lb down and 103 lb up at 7.1.3 on top chord, and 13 lb down and 5 lb up at 1-5.4, 13 lb down and 5 lb up at 1-5-4,14 lb down at 4-3-4, 14 lb down at 4-3.4, and 35 lb down at 7-1-3, and 35lb down at 7-1-3 on bottom chord The design/selection 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 front (F) or back (6). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (pit) Vert: 1.4=-54, 5.8=-20 Concentrated Loads (lb) Vert: 12=-1(F=-0, B=-0) 13=-77(F=-39, B=-39) 15- 17(F_ 9, B=-9) 16= 61(F- 30, B=-30) Q WARNING - Vadly dodpn peremeren and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MIF747J rev. 9403*015 BEFORE USE. Design valid for use only wllh Mllekb connectors. this design Is bxasod only upon Ixramoters shown. and Is for an Individual building component, not a truss syslorn. Below use. the tx"rlg designer roust verily Ilse o"Alcablly of clealgtl paanoters and prorotly IncafpOfOfe [his design Into the overall bttllafrlg design. Bracing IrxWoled is to lxevent buckling or Individual Ines web andlol chord mornbers only. Additional femporary and pour arx+nf tracing M!Te k' is always recruf ed for stability and to rxevont collapse with pow pxetsond frtR+y and rrorx dy damage. for gormod guidance tegatdng me fa ricotim storago, delivery• erectlon and braclno of fames and muss systems. seeANSI/1PI I Quality Criteria. OS9-69 and SCSI Bullding Component 6904 Parke East Blvd. Salary IMollnallon avdlable from fnm Plato institute. 218 N. Lee Street. Sidle 312. Alexanddu. VA 22314. Tampa. FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions ore in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 2 orientation, locate nee from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) 0 c O U a- O t•7 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR 1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek' MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x-brocing, is always required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing. individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly ogoinst each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber sholl not exceed 19% at time of fobrication. 9. Unless expressly noted. this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber is a nonstructural consideration and Is the responsibility of truss fabricator. General practice Is to comber for dead bad deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less, if no ceiling is Installed, unless otherwise noted. IS. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in OCCordanCe with ANSI/TPI 1 Quality Crlterio. RECORD COPY r A <, K. City of Sanford Building and Fire Prevention L.oT 1-3D Product Approval S Permit ## 1 7" 1 2 7 5 Project Location Add 3'4-eD l , ification Form SAN1'ORD FPAR 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.floridabuildinci.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Fiber Classic FL15000-R2 Sliding MI Windows & Doors 420 FL15332-R2 Sectional Wayne Dalton 5120/6100/9100 #0230 FL9174.3-Ri l 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 Awnin Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Hardi Bldg Prod Inc HardiPlank Lap FL13192-R4 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 CorpRoofing CertainTeed Asphalt Shingles FL5444-R10 Underla ments Tamko Asphalt saturated Organic Felt FL12328-R7 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shinales Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofina 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 FL3792-118 Other June 2014 m Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. 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 Florida Building Code Online Page 1 of 3 i t '•• Ir4'' Flom fl"dWtd' BCts Home j lap In I User Registration I Mot Topics I submt Surcharge I Slats a Facts I Publbeatlonc I FBC 9taR I acts sta Map I Links I Search I Bus1"nYes l; a product ApprovalProessigalT1t1Wa/U99R: PublcUser Regulation c/ Product Aoaroval Menu > Product or Amlkatlon SearN > Aoolkatlon lJst > Appllotlon aolall FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL15000-R2 Revision 2014 Approved n Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rlckwOrwbidgconsultants. com Vivian Wright rlckw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G] Evaluation Report - Hardcopy Received Lyndon F. Schmld4 P.E. PE-43409 National Accreditation and Management Institute 12/31/2018 Ryan 3. King, P.E. Rj Validation Checklist - Hardoopy Received FL1S000 R2 COt Certificate Of Indeoendence.adf Standard AAMA/WDMA/CSA101/I. S.2/A440 ASTM D1929 ASTM D2843 ASTM D635 ASTM E1300 ASTM E84 ASTM G26 TAS 202 Florida Licensed Professional Engineer or Architect FL15000 R2 Eaulv FL - 1S000 Eauly of Standards.odf Year 2005 1996 1999 2003 1998 2000 1995 1994 https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPo... 8/31/2015 Florida Building Code Online Page 2 of 3 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. "Flber-Classlc" or "Smooth -Star' 6'8 'Non -Impact" Opaque Fiberglass Door with & without Sldelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limps of use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 II INST 15000.1.Ddf Approved for use outside 14VHZ: 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 1SOOO.1.0df additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of'3" part number doors and sidelltes, 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 Sideilte(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 15000.2.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 15000.2 for Design Pressure Ratings, any FLIS000 R2 AE EVAL 15000.2.0df additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "7" part number doors and sldelltes, which have been stained or painted within 6 months of Installation.) 15000.3 c. 'Fiber-Classlc" or "Smooth -Star" 810 "Non -Impact' Opaque Fiberglass Door with & without Sldelite(s) - Outswing (X, OX or XO, OXO, )X, OXXO Configurations) Limits of use Installation Instructions Approved for use in HVHZ: Yes FLIS000 R2 II INST 15000.3.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 15000.3 for Design Pressure* Ratings, any FL15000 R2 AE EVAL 15000.3.0df additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of 'I" part number doors and sldelites, which have been stained or painted within 6 months of Installation.) 15000.4 d. 'Fiber -Classic" or "Smooth -Star" 810 "Non -Impact' Opaque Fiberglass Door with & without Sideilte(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FI-15000 R2 11 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 FLISOOO R2 AE EVAL 15000.4.0df additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of']" part number doors and sidelltes, which have been stained or painted within 6 months of Installation.) 15000.5 e. "Flber-Classic' or "Smooth -Star' 8'0 "Non -Impact" Glazed Double Flberg lass Door - Outswing Inswing (XX Configurations) https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPo... 8/31/2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS000 R2 It INST 15000.5.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.S for Design Pressure Ratings, any FL15000 R2 AE EVAL IS 00.5.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of"]" part number doors, which have been stained or painted within 6 months of Installation.) 15000.6 I f. "Fiber -Classic' or 'Smooth -Star" 16'8'Non-Impact' Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FliS000 R2 li INST 15000.6.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 15000.6 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.6.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of"I" part number doors, which have been stained or painted within 6 months of Installation.) rack ter® spatULUs :: 1940 North MonaR Street- Tallahassee Fl. 32399 Phone: 050-487.1824 The State of Florida is an AA/EEO employer. Copyright 2007-201A state of Rodda.:: Ptivaev statement :: accessibility Statement :: Refund StabMW Under Florida law, email addresses are public records. If you do not want your e•nu0 address released In response to a public -records request. do not send eleMonle mail to this entity. Instead, Contact the office by phone or by traditional mall. If you have any questions, please contact 650.407.1395. `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 amall address if they have one. Tho amal6 provided may be used for offldal communication with the licensee. However email addresses arc public record. If you do not wish to supply a personal address, please provide the Deortment with an email address which can be made available to the public. To determine It you are a licensee under Chapter 455, F.S., please didt h=. Product Approval A®pts: 0 Credit S.A E https://www.floridabuilding.orglpr/per app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPo... 8/31/2015 IHERMAITRU 0 THERMA TRU DOORS I IS INDUSTRIAL DR.. EDUCRIDN. aM 43517 FIBER CLASSIC" / "SMOOTH STAR" 8/0 OUTSWING w/ & WOUT SIDELITES FIBERGLASS DOOR NON -IMPACT" W49M NOTES I. fits product has been evaluated and is in compliance with She Sth Edition (2D14) H9oddo Budding Code FBC) structural requrements fndudng the -Ho Velocity WrIcate Zone WWI. Z Product anchors stun be as listed and spaced as shown on detalk Anchor embedment to base matefial steal be beyond wa0 dressirg or stucco. 3. When used In the IiYHr this product Is required to be protected with an Impact resisiatt covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the'HVHr requirtng wind bome debris protection this product Is required to be protected with on knpoct resistant covering that complies vAh Section 16M.12 of the FBC. S. For 2x stud framitg cornifucflon, areho tg of these units shad be the same as that shown for 2( buck masonry construction, Site conditions that deviate from the details of this dtawkV require further engineering analysis by a kensed engineer or registered architect. 7. Ouhwtng configurations using coostd A hem #39 under active doors, and all sft used under inactive doors, meet wrier infiltration requirements for 9iMr. Ouls 1 ng configurations using sill hem q 19 under the door do not meet the woter nfillrallon requirements for the TiVFR" and shag be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to A is less than 45 degrees 37-VMAX 1065a MAIL OV6WL fltAAAE--{ 3 5 u a SEE USH ( ES7rEEr6rJ DOUBT£ W/SIDE= OUISWIND UNT 74MMOOV6N11 F 5 AMEWIDM D SE SEE MAR A- SNFSr 6 MAX OVBtAII WID es 1, L1JC: Oy x • Yt$IITP/Y S r a w++r4- k` 17!-. r i -7h Y. Y:.• i`: 1b' eYi'Ji• .yLfi 4:J:Yi ljN Y.E t• Q 71,- • •• W S11 E O:?;. SINGLE 67.0 67.0 DOUBLE 47.0 47.0 60.0 60.0 SINGLE ft, DOUBLE WRH SIDEUfES 47. 0 47.0 60.0 60.0 I J A rr: FL- 15000.3 v- Lort2 56 EMRIOR 5 zd; UW MAX DOOR INTERIOR PANEL VADW IL T\ HORIZONTAL CROSS SECTION DOOR PANEL ld D" 4mr 1.54r ibax miEXTER10 7A -- K d e STILE TOPP RAILCSOMSTAR) (sl—owu STAR) L DOOR PANEL Smooth Star Ur I—W T pal FTTT- R cAx 02/24/12 gNog spLL 0'1L VERTICAL CROSS SECTION sc.. N. T. S. SMOOTH STAR) (SMOOTH STAR) 2 DOOR PANELJK •; W w. LFS MOM No. FL— 15000.3 2 waz— Q` fo Qu M 3 EXTERIOR 6 4 2 W4 INTERIOR M Z CL 36.0(rMAX DOOR I I HORIZONTAL CROSS SECTION PANG WIDTH 3 DOOR PANEL 613 T Mori n— EXTERIOR INTERIOR cd 9 LATCH STILE TOP RAIL nsER CLASSIC) 2( noER CLASSIC) ci z0 Ln q Ix DOOR PANEL Fiber Closs;c 5 TF .0 HINGE STILE um- 02/24/12 SSIC) 2TID" N.T.S. 7 (nBER CL4k & 2( FIBM CMIC) r2\VERPCAL CROSS SECTION Mo. Of. JK DOOR PANEL CHY ft LFS CPAWW NO. FL- 15MO..3 smm _ 3 aF_L2 I/2 GIASS 1/2' MIN. 41?; 1/2' MIN. B11E GLASS THK. 40GLASS THK. 34!1/8 G1TEASSRED EXTERIOR TEMPERED 25" STEEL INTERIOR INTERCEPT SPACER 40 41 SEE NOTE 1 5' INSULATED GLASS W/ SMC LITE FRAME GLA2ING DETAIL 13.9375' MAX. FANG WIDTH 7.)V MAx D.1_0. WIDTH P AIR SPACE 1/8" TEMPERED CLASS AIR SPACE 25' STEEL 7/8. INTERIOR INTERCEPT TEMPERED SPACER GLASS 40 29 SEE NOTE 1 5' INSULATED GLASS W/ PVC LITEFRAME GLAZING DETAIL rrr llllll 0 x6 oga 0 e r.5 ggZ SEE NOTE 1 HORIZONTAL CROSS SEC770N 5VF 4 SIDEUTE PANEL 0- v - . _F I 6r we O 42 a ,^ PLASTIC UP UTE FRAME ^ PLASTIC UP UTE FRAME t7C1RUDID PVC " f7CTRUDEO SMC 1.077' —{ Iffi : /_r \ VERIIGL CROSS SECTION L I 4 SIOt],llE PANEL 7A--f Spacing for Item /29 k 141 (Ilte Irome strews) II] is os follows: From the bottom up on sides: 6.5" sow N.LS. IS31' I Sf+t 1 with (7) more spaced at 9.875' o.c. there ore (2) M W. JK screws Doth top and bottom of 2.125" in from each o¢ er. IfS 1 S10ELITE TOP do BOTTOM RAIL E SID[].ITE BLAMK SIDE STILE corner. No, 42 FlNGER JOINTED PONDEROSA PINE, SO— FlNGIJt JOINTED PONDf720SA PINE SC=0.43 FL-15000.3 sHr i or L SIDEUTE PANEL Smooth Star r' SEE NOTE 2 SEE NOTE 2l4 1 VERTICAL CROSS SECTION 5 Outswing conrigurotion see gge neral notes, sheet) for -1• z water infiltration requirements o` 0 60 it v 4Aoili a. •.. rr r SEE NOTE 2 SEE NOTE 2l4 1 VERTICAL CROSS SECTION 5 Outswing conrigurotion see gge neral notes, sheet) for -1• z water infiltration requirements o` 0 60 it v 4Aoili a. •.. rr r m T T 30 SEE NOTE 1 ti a 8 6) 7 NOTE: 1. The sidelite Is direct set Into the z ' jamb with (12) item 143 a 16 x SEE NOTE 2 46 62 2' pfh. wood screw. There are (4) INTERIOR 1 E7Q at each vertical jamb, from the top down at 13.5', 31', 48.5' & 3 VERTICAL CROSS SECTION N t 66'. There are (2) at the header 5 Shown w/ix sub —buck ' of 4' tram the outside comers of the frame• there ore (2) at the SEE NOTE 2 sill, 4' from the outside comers. 46 fi2 2. Optional surface bolt., see design pressure chart sheet 1. INTERIOR IXTT3tIOR u 47 to to 48 VERTICAL CROSS SEC77ON 11_5 see energt note, for 2 water requirements Q 9 or JK L In LFS am xa FL-15000.3 zt_I_CFIZ , 22 45INTERIORn24 408735 44 27 43 36 o 0- INACTIVE INMRI . ........ . ACTIVE 'I.:% A sa lzaJi 33 13 34t, NJ 43 SEE NOTE I S.: MMMM 9 10 37 18 t'l"HORIZONTAL CROSS SECTION- 2 HORIZONTAL CROSS SECTION 49 6 17 4 35 45 A 44 WERIO INTERIOR A1 MR148 47 ACTIVE 33 43 SEE NOTE 1 341DETAIL 'A — — — — — OPTIONAL SURFACE BOLTS IN ACME PANEL 13 C-SFNK (SEE DESIGN PRESSURE CKART) 48 RM CAM 02/24/12 6M& pirl SCUM N.T.S. I. The sideiRe is direct set into the jamb with (12) item 143 a is x ?' pfh. wood ew. Mu 1W. JK HORIZONTAL 6.. 3CROSSSECTIONThereare (4) at each rtical jamb. from the top down at 13.5. 31. 48.5' & 6scr There cWt ar LFS ore ( 2) at the header at 4' from the outside comers of the frame. there are (2) at the sill. 4' from the outside comers. FL- 15000.3 SHM 6 orb e 48 49 p, f•• 13 17 IN C-SINKSMK g r°1i i E n 7 111, 6 y was ID 9L 1. The sidelite is direct set Into the jamb with (12) Item /43 a 18 z 2' pfh. wood screw. There are e' 13 4) at each vertical jamb, from the top down of 16 13.5, 31', 48.5" & 66. There ore (2) of the 1-1/4'AUN 21 18 header of 4' from the outside comers of the oa EML (M.)! rams. There are (2) at the sill, 4' from the g p p outside corners. i HORIZONTAL CROSS SECTION 7 GI Co 48 1-1/4* MIN. EMB. (TYP) 49 00 1SMM 17 13 45 6 CdMK 44 43 INTERIaO INTE6148 t 0 ACTIVE t', ? • ,:e:. G1 33 to 36 L, i 34 SEE NOTE 1 35 EXTERID a, 21 mm 02 24 12 = 9 16 43 JMALE: N.T.S. ° 10 12 o c. er. JK m 2 HORIZONTAL CROSS SECTION L HORIZONTAL CROSS SECTION g gd1 oft US a 7 7 18 FL-15000.3 c o u. MULLION SHOWN FOR Y II MASONRY II REFERENCE OPENING TYP. HEAD MULLION)l IHEAD JAMBS 9 SHOWN FOR II REFERENCE II 2X BUCK II II II ON, ASTRAGAL II SHOWN FOR REFERENCE II DOUBLE W/SIDnITES BUCK ANCHORING irl, MASONRY OPENING CONCREYEANCHORNOTB I. Concrete anchor locations at the comets maybe adjusted to maintoln the n*,. 2X BUCK ec& dMance to mortarjobtL 2 Concrete onschor locaftv noted as WAX. ON C&Mr nwAl be acsted to Maintain the min. edge distance to mortar joints, adc&bnd concrete anchors may be required to ennn the %M. ON CTNW climetuion as not exceeded I Concrete anchor table: k - ":. -, - •, ROR: M th 10 C-LEXRANCE. E- TYPE nw TAPCON I/ If LCO ULTRACON Ir I it pl z ri EE 3 Z. V \ i 6 L 4- C? ( i o 0M 02/24/12 Stut N.T.S. Opt W. YK CHL Oft LFS DR49M U06 FL- 15000.3 sir a . T2 A' T T MASONRY - OPENING FRAME- 2X SUCK - DETAIL •3• DOUBLE DOOR W/SIDEL[TES CONCRETE ANCHOR NOTE: 1. Concrete anchor locations at the comers may be adjusted to maintain the min edge dutonce to mortar jobtts. 2 Concrete anchor locations noted as MAX. ON CFNW*must be o*ated to maintain the min. edge distance to mator jcht addWonaf concrete ortaors may be required to ensure the MAX. ON C&MW dknenslon ore not exceeded. S. Concrete anchor table: AMCJiCII IHA;'.:i_; idfli:=C;ifA RANG z AK N:,G4fARANCE1MCli•C!R=; ii'PE:' SIDE':•:; 1TrMnsQxr --.: ioAP AE+r;: ENIBFD]NENt; A7 itHbR-:;;; llw TAPCON nw TAPCN• O S/16" 1-1/4• r WOOD SCREW INSTALLATION NOTES: I. Mor tam o mm wood screws the spTift6lq of wood. C. I I I 13 W/2X BUCK INSTALLATION s1 w/tx su'K MASONRY INSTALLATION OPENING TYP• HEAD a JALtBS O FRAME TYP• 2X BUCK SEE DETAIL 14 TYP. 15' SEE ' _ SILL _ DETAIL '4' D2 52 TY : t P. SILL TYP. SEE NOTE 1 1 11 s• N1W R * e 3'j-j i ~•'•.......•. '4rfi sirs 13 r rflr* I `` o o z' d N tj IZP at LVIEWC•-•C' . C. A. VIEW A'- A• SINGLE ;IDELITES 58 59 13 0 30 37 13 DETAIL •1' 10 SURFACE 80L7 STRIKE 10 DETAIL '3' AT THE SILL 13 10 60 DETAIL '5• 43 30 43 50 0 W/2X BUCK INSTALLATION W/lX BUCK INSTALLATION 13 W/2X BUCK s0uc N.T.S. INSTALLATION Ma Or. JK 31 W/1X BUCK ow • DETAIL 'a' DETAIL '2 INSTALLATION ORO" MW ASTRAGAL & SURFACE BOLT FL-15000.3 STRIKE PLATE AT HEAD a B. A. 7s 'C' A• r. T • 4' —.•• 6' d' I• l iuv I 16toI SEE i W/2X BUCK 13 W/2X BUCK DETAIL '2' 13 W12XINSTALLATIONSUCK INSTALLATION _ MASONRY 51 riIX BUCK1XSUCK MASONRY 51 INSTALLATIONON _ OPENING INSTALLATION $ OPENING 7YP. HERO ' _ &TYP. MEAD — JAMBS _ R UO LAMBS + I i FRAME FRAME O h 2X BUCK SEE 14 STP. 2X BUCK 14 TYP• DETAIL '1' ILL SILL SEE SEE — — SEE DETAIL 5' DETAIL 3' DETAIL— i,• i DOUBLE ODOR CONCREMANCHOR NOTE: 1. Concrete anchor locations at the comers may be odusted to maintain the min. edge distance to mortar joints. 2 Concrete anchor locations noted os MAX. ON CBYIW must be ac J zted to maintain the mfn. edge distance to moAor Joints, additional concrete anchors may be required to ensure the MAX. ON CENTER• dimension ore not exceeded. 3. Concrete arwhwtable. ANCHOR: ANCHOR: IMIN `: I9Ok"Gi,ErSRANCf : fNt CLERAMCE TXPf-;-a 3JIE; fMtiED71AEM EDGE:•:=.:•;... a1NiCFft fF:_:<:: IfYV • TAPCON 1 4 1.1/4' Y 4' IIYY TArCONo 3/1r Whr r 1.11Y WOOD SCREW INSTALLATION NOTES: I. Maintain o mlNmum Vic edge dstance. )*end distance, d t' o.c. spoc by of wood screws to preveW the spBHing otwood. VIEW ' C•—•C• WEW A'— A' C' i1- SINGLE DOOR 58 59 13 0 W/ 1X BUCK SJ INSTALLATION 30 W/ 2X BUCK 12 13 DETAIL '1' INSTALLATION SURFACE BOLT STRIKE 70 10 A7 THE SILL 13 DETAIL ' 3' 60 10 DETAIL 5' 30 SEE NOTE 1 w/ 7x BucK 53 bO INSTALLATION 50 1J W/' W/2Y BUCK 12 INS INSTALLATION W' DETAIL ' 4' DETAIL '2' 31 INSI ASTRAGAL & SURFACE BOLT STRIKE PLATE AT HEAD Z- .' 0 EF Z! I BUCK LAT10t• BUCK BUCK AT10N BUCK ATION sass N.T.S. pie gy. JK uac Or. LFS oiuwMo io. FL- 15000.3 serar 10 Qr3 i 952S itP l a Z qo$ 18,88' 1fl-V 20.64" 18.5 BOTTOM TOP : 9Li 'muu 5z 27 34 27 TYP' 4SS'- TYP. H S 4.s pia yJ y 3.W 3.V 1.910, US' VS. R OD63' B N o SEE NOTE 1 0CC 0 Q h J 0.12E noO NOTE: LTRACAL DETAIL C9C 02 24 12 swe N T.S. 9 S w¢ sr A m 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP LFS dANDTHEBOTTOM. en a fL-15000.3 n sat, 11 OF 1? p gem Usprm FM CLASSIC (TV) PAYQ sm .110' LBII RK FWWLASS BY TIGHt-TRU ob moL 000 psi fAGVIA IA SUWrN STAR (u) PANEL Sim .070 00 DBDi61A55 BY FBtltgAss FC IDP H%q 3 Fr LA1CH ARE w000 coltoo E 4 FL IBNGE sru mwaA Fm S0•0.43 WORD FC 907RTY PAR N170D C0NPm B POp wmw FOAM 791b:_ row 7 SNORT REACH C0p HIMM WFAINf%7Ii>P B LOW RL71W WORESM WFATdRSTRF - Fakm x ,• r nK 10 10 x + LG PM ROOD SCREW AEII II 1X MOOD 2= SC >. 055 WOOD 12 110 , PM WOOD SCREW Am 13 B x 2-1 • PFN WOOD S1EE1 14 1 4' r T 1T0' PM C0HCREIE SCREW 16 2x SC >. 0.55 W000 17 1 4' M AA7Mk mm 1 l - SxNA 19 BIAIP FACE VWMWAL 20 HR'A10Flt t91.1. MMUMS4Swau WOOD 21 SIW dW IfFOKOEIM FK SO--&43 ow T1 d1YB MA M SCL-&43) Film 23 RWOW OGOWLT - SIWTIDE 4 HLOSOCAW ASM01. ALLAID" ASTWA FLM BOLT sym 246 ASIIFA a nm BOLL RETAORR Amm" 27 10 x I-1 Lf HNIMFAO SHEET 1¢EAL SYREW STEEE 29 6-1E , - RARFAD SCRtW MR Sim 30 StrRF i STR PLATE 31 3 16' x 3- 4' PM C0NC W SCREW I THL CEEt" OA794C TAPE SIX-9 PLASM L.P L17E fRA4E Pic 34 3 AHX iW8 PC1R)ER0SA F9K SG.Q+3 36 SMELITE ME SIXE SD-d4J wooD 10 x 1-3 + IG PEN WOOrI STm WAmT 40 S><ILW CAILR 795 41 10 x 1-1 ' FLt512fEW RELSm 4 SMEELIPIE TOP d BD110L RAL PINE Srfd t1O0D 43 x 2' LG PM aw smy 3 ' 7 • DUYFIFR RMW FWCER A790ED P00: wu 45 I• L x .0+ Sim K NES SURFACE BOLT 14M RD' L x .25 TW STER 47 1 4-20 SEX QftT 1 4-20 FEOIAtE END x 1-3 4' L SIM 46 wmwr - xam P9 AIR CONCRETE CMWDRWX TO AO301ORHOLLOWBLOCXCOWFOR" 10 ASTLI C90 CONOPffE 49 OR !IM mmm SCREW STEEL SO ASTRIGIL AIDl PLATE 5f t 4 x 3-3 4 OW PM C0NCEIE SCREW 4 x 2-3 4 OW PM CONCRETE SCREW5314x3-1 4 RW PIII COXRM SQ3W 54 SS 1DP55SSLATCHSW 56 SS HIKE STU SO-043 57 SS BOTTOM PA wow cowl S11E 56 3 16 x 2-I 4 0W PM COICREIF SCREW Am 59 3 t6 x 2-3 4 ITW PM COCRETE SCREW STM 60 3 t x 3-1 1 nW PM COHCR[TE SCREE SIM 62 SPACER WCOO an 1 D63' I 1 20 21 WOOD FRAME 2 3 FINGER JOINTED PONDEROSA PINE, SG=0.43 4.563' 2J6P 1 HIGH DAM THRESHOLD T 39 ALUMINUM/WOOD THRESHOI 050' WALL TYP. 19 BUMP FACE ALUMINUM/WOOD THRESHOLD 050" WALL TYP. NOTE: USE OF THIS COMPONENT DOES NOT MELT THE WATER REQUIREMENTS FOR NIGH VELOCRY HURRICANE ZONES'. t --ems-1 O O N ee Pixx44H11st111 Q o V _ 30 SURFACE BOLT STRIKE PLATE (.125' S ci) 46 SURFACE BOLT QVES. -25' STEEL) N.T.S. or+c er JK oaC tx: LFS I FL-15000.3 I R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Vdd o, FL 33595 Phone 913.659.9197 Florida Board of Professional Eolonem ce nineate orAuthorimtion No. 9813 Product Sub Category Manufacturer Product Name Category Therrna-Tru Corporation Fiber Classic" 1 "Smooth Star" Exterior Swinging Exterior Door 118 Industrial Olive 8'0 Outswing col and wlout Sldeiltes Doors Assemblies Edgerton, OH 43517 Fiberglass Door Phone 419 298-1740 Non4mpacC Scope: This Is a Product Evaluation report Issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Themta Tru Corporation based on Rule Chapter No. 61G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Umftations: 1. This product has been evaluated and is in compliance with the 5th 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 wall dressing or stucco. 3. When used in the "HVHZ" this product Is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction, anchoring of these unite shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15000.3 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors, and all sills used under Inactive doors meet water Infiltration requirements for "HVHZ". 8, Outswing configurations using sill #19 under the door do not meet the water infiltration requirements for the "HVHZ" and shall be installed only In non habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-1$000.3 for she and design pressure limitations. Supporting Documents: 1. Ye t Re ort No. TEL 01460337-A,B,C TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC 01-741-10701.0 ETC 01-741.10703.0 ETC 01-741-10593.0 TEL 06-1031-3 TEL 06-1031-4 Test Standard ASTM 0635-03,ASTM D1929-96 ASTM D2843.99 ASTM 0635-03, ASTM D1929-96 ASTM D2843-99 ASTM G26-95 ASTM E;84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,ina Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,tnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hilts, VP Operations William E. Fitch, 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. Drawing No. Prepared by Signed tar Sealed by No. FL 16000.3 RW Building Consultants, Inc. (CA #9813) .1f JrI 9 Lyndon F. Schmidt, P.E. Calculations Prepared by ee' Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) , w :<?1%' r'='`:•-' oVndon F. Schmidt, P.E. ASTM F-1300 Glass Load Lyndon F. Schmidt, P.E. Quality Assurance m e e Certificate of Participation issued by National Accreditation and Management. r Institute, certifying that Thenna-Tru Corporation is manufacturing products `13 within a quality assurance program that complies with ISO/IEC 17020 and Y,' P e, STA.M OF :.24 Guide 53.' f Br9a,{aaos, gr5 ,,;• aa Lyndon t.. E No. 43409 2M2015 Sheet 1 of 1 I ie THERMAITRU THERMA TRU DOORS 118 /NDUBMAL DR.. CDDO1TDN, OH 42517 FIBER CLASSIC" / "SMOOTH STAR" 8'0 INSWING w/ & WOUT SIDELITES FIBERGLASS DOOR NON-Immr GEN9ZAl NOTES 1. This product has been evok oted and Is In complace with the Sth Edifion (2014) Ratdo Bu9dng Code (FBC) stlucfurd regWemenb Including the Huh Velocity Hurricane Zone' (HYHZ). ftducl anchors sisal be as Fated and spoced as shown on detals. Anchor embedment to base molerld shaB be beyond woo drestng or shreco. When used in the 'H W this product Is required to be protected with an Impoct resistant covering that compfres with Section 1626 of the FBC. 4. When used in areas oulside of the %VHr regtMrg wnd borne debts potectbn lh)s product h wired to be protected wnh on Impact resistant covering that compiles with Section 1609.1.2 of 5 For 2x stud 6antng construction, anchafng d these units shall be the same a that shown for 2t buck mosony construction. 6. Site condlbns that deviate from the details of this drawing require father engineering anctysis by o Bcermed engineer or registered arddtod. 7. This product does not meet the water Wltroron rew*meab for the WVW. Wwing unit shal be Installed only In non -habitable areas or at hobitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill it Ica than 45 degrees. TABLE OF COMM SHW# DSCMIRON I Typlcd elevations, design pressures A gonad notes 2 Door panel deta3 (Smooth sM 3 Door I detalb fiber ciassic) 4 elle nnl deke d gladng detoiti S VesBool am seelloma 6 Hodwntd cross sections 7 Hoftntd cross sections B Suck Anc oat 9 Home ondokng f0 RaneanchoNtg i l detaik 12 a matelot S Component V.VMAX. OVIIALL I M" V amt I IN t. 9r n7 i; ; i P. r 1: it WSMMAILOVBUIL DOUBLE W/SIDE= INSWING UNlI 0)0(0 FRAME WIDTH SEE DETAIL A'/ SHEET B 5 DOUBLE INENG UNIT i rlrrl* 11 J 1 1` Z m a N u o= te. G 1 OWBZALL WDM dBS K"x SEE DETAIL "A'/ 1 2 SHEET 6 S 5 SINGLE WLsIDELREs INSWING UNrT OXO 11:•.`?. 1- :'' `,lei ... t?' 1r,1.J:-;:_Las v:+>"a.:1 --' o.0 art JK oa an A FL— 15000.4 XT i OF JZ 4r) k e bftI * 55 Zf ile 35toIUrFRIOR 54 XW MAIL DOOR INTERIOR i.d PANEL WIDTH r2 ski 1' 1'\ HORIZONTAL CROSS SECTION V DOOR PANEL 4M7* 0.& V EXURIOR L 0 C3a, LATCH s'nlE P RAIL SMOOTH S SMOOTH TAR) STAR) DOOR PANEL Smooth Star lu0 UM 02/24/12 56 ji .. GE 5n r2\ vrRncAL CROSS SECTION SML N.T.S. SMOOTH BOTTOM L STAR) @A(MOOTH!"STAR) DOOR PANEL JK COL ft. US up"" W-. FL- 1500 4 sm 1 or a 2 - A 2EXTERIOR43 av j INTERIOR 36WMA)L 1'\ HORIZONTAL CROSS SECTION DOOR PANEL TM DOOR PANEL 4.0= 60 EXTERIOR INTERIOR d LATCH 0 e 0 (ISER CLASSIC) & 2 1C) (FIEBER CLASSIC) 0 DQQR PANEL d Fiber Classic I- 5hQ 2 M1 IN S&L06TT15L CRLAASILS2VERTICAL CROS S SECTION WE 02/24/12(FBERC IC) ( FIC) DOOR PANEL MY& N.T.S. we of 5K— CHL owl LFS CFAMM NO- FL- 15000.4 Imor -L CF. I IQ V?GLASS BILE 1/2' MIN. GLASS THK. 1/8" FrGLASSG1TEMPERED 25' STEEL INTERCEPT INTERIOSPACER 40 41 SEE NOTE 1 5' INSULATED GLASS W/ SMC LITE FRAME GLAZING DETAIL 13.9375 MAX PANELWIDTH 7. 125 MAX. D.. 0.WI01N P AIR SPACE 1T18. TEIPEREDGLASS ItZ GLASS 25' STEEL I I INTERCEPT SPACER 40 29 SEE NOTE 1 5' INSULATED GLASS W/ PVC LITE FRAME GLAZING DETAIL SEE NOTE 1 HORIZONTAL CROSS SECTION 4 SIDELITE PANEL 1 2111' o 1 I-— S16• w PLASRC UP LFTE FRAME PLASTIC UP L1TE FRAME EXTRUDED PVC EXTRUDED SMC SIDEUTE PANEL Smooth Star 1/ 2' MIN. GLASS THK. 1/ 8' TEMPERED GLASS AIR SPACE 1TE PERED GLASS 42 is 33 34z`` c?'; r. 29\ 41 SEE NOTE 1 EXTEND n Gt JAI I D7T1 p77' +- 2 VERTICAL CROSS SECTION 1 I 4 SIDELRE PANEL T L- 3,: 1.Spacing for Item 029 & 141 (fits frame scrows) 11 II ]II is as foliows: From the bottom up on sides; 6.5' 1+-1331'+I I t IMI`A f with (7) more spaced at 9.875' o.c. there are (2) scrows both top and bottom at 2.125' in from each 1 SIDELRE TOP & 8027 M RAIL /1 SIDELRE BLANK SIDE 571LE comer. 42 FINGER JOINTED PONDEROSA PINE So FINGER JOfNiED PONDEROSA PINE. SG-0.43 A 0 0 t m 02 24 12 uc N.T.S. c ec JK i L en LFS 3 0" xa a FL- 150DO.4 c aOF IX a 0 5 a 1 VERTICAL CROSS SECTION 5 2 TE 2 2 VERTICAL CROSS SECTION 5 E m • 6 o 0 0,`,` so6 E 9 d i rrr i,ie_ oili ,I 3 VERTICAL CROSS SECTION k,,V Shown w/ix sub —buck OPTIONAL SURFACE BOLTS ON ACTIVE PANEL SEE DESIGN PRESSURE CHART) SEE NOTE 1 1YQg; W 1. The sidelite Is direct set Into the jamb with (12) O m Qo Item 143 a 18 x 2' pfh. wood screw. There are (4) at each vertical jamb, from the top down at 13.5 ' 11 31', 48.5' & 667. There are (2) at the header at z° a 02 24 12 state N.T.S. 4' from the outside comers of the frame. there are uxe. ee JK2) 113 a 18 x 2-1/2' pfh. wood screw at the sill, 4' from the outside comers. ak ve L.FS 2. OPTIONAL SURFACE BOLTS ON ACTIVE PANEL SEE DESIGN PRESSURE CHART) ISMEETCROM x - FL-15000.4 i5 of 9 38 11 0AS'MIN. CSINK 73 R NOTE: SEE NOTE 1 1. The s;delite is direct set Into the jamb 43 with (12) item 143 a #8 x 2" pfh. wood R o = screw. There are (4) of each vertical 47 ti 0 a c jamb, from the top down at 13.5. 31 48.5' k 86". There ACTIVE o are (2) at the header of 4" from the outside comers of the s c f';'":+ Ereframe. there ore (2) 113 c 18 x 2-1/2" pfh. wood screw of the sill, 4' from the y ." .: ; j W eZ ti•.;, `'; .\ •• outside comers. e. INTERIOR 36 45 a44 41 29 DETAIL A I N of 35 17 16 OPTIONAL SURFACE BOLTS ON ACTIVE PANEL g 1.1WMIN. SEE DESIGN PRESSURE CHART) tiEMB, (TYP.) 1NTERlOE 3 HORIZONTAL CROSS SECTION o 6 I 0.16'Mw. 22 35 5 csINK 24 OR 43 8 7 SEE NOTE 1 27 8 J 33 zC INACTIVE ACTIVEEXTERIO 01 Nj y 13 1 R1OB 44 36 m 7 4 uZ y 10 37 45 eoe 02 24 12 i I log seuc N.T.S. 9 5 oee, en JI( a18 LFS anAW. 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION r,. 6 6 FL-15000.4 0 sew SL or j 2 O 1.1/4'MIN. 1-1/4'MM. II,Ii 1T 13 I7 CW1CN IWt I;SWK 'I 17 13 :a 22 I .. ... ll IDo 1``\ j i o FXiI NIOR 111 Ee l$=o EYFFRI 10 Ja n i pat a o pQWy or s JLili YL>) 16 13 21 9 TO 12 1638 38 S BlQB 18 2 HORIZONTAL CROSS SECTION 7 a 1 HORIZONTAL CROSS SECTION 1"MK35ptC.SINK 7 43lr 34 SEE NOTE 1 B 33 43 Z to C1 IA 8 o n a z.; i: i to ,. 1. The sidellte Is direct set Into the jamb with (12) 36 item 143 a B8 x 2' pfh. wood screw. There ore (4) 44 0 i ateachverticaljamb, from the top down at 13.5. 13 31', 48.5' 3 86. There are (2) at the header at 4i i too 4' from the outside corners of the frome. there ore tllm 02 24 12 i 2) /, 3 a /e x 2-112' pfh. wood screw at the Ig Stnc N.T.S. sill, 4' from the outside corners. art an ix s' INTMDR3 HORIZONTAL CROSS SECTION cm Ift US 3 e FL- 15000.4 0 stacr 7 tr 1.2 ti 38 MASONRY HEADG MASONR TYP• H CAD 4( F4 10 'CODA OPENIN i ASTRAGAL OPENING JAMBSa ASTRAGAL SHOWN FOR lk SHOWN FOR REFERENCE REFERENCE E. 3 II II II 2X BUCK -/, 2x BUCK -/ MULLION II MUwONIISHOWNFORSHOWNFOR II REFERENCE D REFERENCE II D II C; BE 177 DOUBLE DOOR W/SIDFLfrES DOUBLE DOOR cc BUCK ANCHORING BUCK ANCHORING a 4 4' 4' t: _ T MASONRY II OPENING IIIYP. II MASONRY7 OPENING rYP. II MHJABSII MHEQJABS z II II 2X BUCK-/m_ 2X BUCK -/ MULLION CONCRETE ANCHOR NOTES SHOWN FOR I. Concrete onchor locations at the comers may be ocWed to malritch the mh edge dktonce to morkwidnf& I I REFERENCE 2. Concrete anchor locations noted as MAX ON COM3r ffW be alLated to rnolnfotn the mIn. edge cralowe to nwxtor)mb, additional concrete anchors may be requted to erme the 'MAX ON CENTW dirnendon are not exceeded. MULLION 0! CjC-4 i2 SHOWN FOR Ci I Concrete anctw tobb: REFERENCE MIN. CAkdijOA:.. ANCilcif MW -LEA -_Em- -E. ts 0 O2/24/12TOCENT-: TYPE A67 . 7 N.T.S. N.TN'T rrw TAPCON 114, 1-1/lr 2* K 0L or LFSLFS ELCO 1/4' 11-11/4' Ir ULTRACON SINGLE DOOR W/SIDELFTES SINGLE DOOR FL— 15000.4 BUCK ANCHORING BUCK ANCHORING A 12 MASONR OPENIN FRAM 2X BUC SEE DETAIL CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be ocwed to motntoln the m1n. edge distance to mortajoints. 2 Concrete anchor locations noted as 7AAX. ON CE14W must be adMied to maintain the mh edge distance to m9darJaMs, adddlond concrete anchors may be required to ensure the IMAX. ON CFNTIV dimernslon are not exceeded. 3. Concrete anchor toble: MEE'DMfH..... TQ;MASONRY-::.:.::r.7C 10UAC,ENT:%? rrW • TAPCON 1/4' 1.1/4' 2' 4 ITW TAPCON° 3/1r 1.1/4' 3' WOOD SCREW INSTALLATION NO1FS: 1. Maintain o mWmum 5Ar edge dirtance, 1 on wood screws to prevent the spitting of wood. s THESE (2) ANCHORS REO'D ONLY WHEN DP > 47 PSF 7 OPENING FRAME 2X BUCK 141%,11111v O o MSINSTALLATION W/2X BUCK E Eu $u INSTALLATION Nu CiW/IX BUCK 6, Lue k d 010, EEzTYP. HEJAMBSOBUCK SEE DETAIL 5- ` 3 TYP. SILL 14 SINGLE D00R W/SIDELlTES 13 49 30 30 0 W 2X BUCK 13 D INSTALLATION 31 31 c 13 W/1X BUCK 4a • u' 37 INSTALLATION 10 DETAIL '3+ DETAIL -2' i0 ASTRAGAL do SURFACE BOLT 3STRIKEPLATESOHEAD 10 - yr DETAIL 513 31 31 - i a nwr:02 24 12 13 sum N.T.S. 30 0 30 osc. ° r JK DETAIL ' 1' . ,. 1FS DETAIL ' 4' SURFACE BOLT STRIKE PLATE MOC 15000. 4 THRESHOLDa= 9 or 12 L. DETAIL '3' 1J W/2X MASONRY INSTAU OPENING 39 W/IX INSTAL! TYP. HEAD h JAMBS FRAME 2X BUCK SEE DETAIL '1'\ A• L SEE DETAIL 'Y n ClC+ TYP. SILL SEE DETAIL '4' Itl B' — DOUBLE DOOR VIEW A' CONCRETE ANCHOR NOTES: 1. Conaete anchor locations of the caner may be cdlusted to morntoln the n*L edge distance to mortarjoints. 2 Concrete anchor locatiom noted as MAX ON CL3dW must be oc0usted to maintain the mh edge distance to mortar jainn, additional concrete anchors may be required to ensure the MAX ON C&Mr dimension are not &=eeded 3. Concete anchor rohte: Ah] FJiCR;± ANCHOR; a`MfNr=<'':. INII CL itkA!?CE MlN,:CLEARaNCE. MBEIIMEMITw _ 7? 7kASONRYc;-;; 7Q;.1,HlACENT';: TAPCONe 1/C 1.1/c 2' 4' w TAPCONe 3/16' 1.1/4 3' 1-1/Y WOOD SCREW INSTALLATION NOTES: 1. W/ 2X BUCK //i »•••• . It 13 m m iJ INSTALLATION h a !2 [ > H o rt 11,1 J9 w/tX BUCK 9 z° INSTALLATION 0 ONRYOPENING _ JAMESS FRAME 34 2X BUCK SEE 7 0 DETAIL o z 5' 14 TYP. SILLY > l— I j:A G0 Cam_ C' VIEW A'- A' SI C. A' a SINGLE DOOR 49 30 JO n W/ 2X BUCK W/ 1X BUCK INSTALLATION 13 0 31 J1 0 INSTALLATION W/1X BUCK 48 "' 13INSTALLATION W/ 2X BUCK N INSTALLATION DETAIL '2' 13 ASTRAGAL & SURFACE BOLT o r r0 STRIKE PLATES ® HEAD DETAIL ' 3' 7 31 31 DETAIL ' 5' W/ 1x BUCK $0 ° INSTALLATION ate 02 24 12 i 30 t 30 N.T.S. `- W/ 2X BUCK 13 ow to JK d INSTALLATION DETAIL 01' CK DETAIL. SURFACE BOLT STRIKE PLATE No LFS a THRESHOLD Duna FL- 15000.4 s m Jg or-Lz IZ r s 9525 i A z 1B.BB I&W 2D.&T 1BS 14- E z ; ggu 0 d v 27 TYP. 27 TYP. TYP. a C, Ln 4S 4B 32S 32S I 2 1.9I0' o.s Tws' sN 0.063'--ii-- SEE NOTE 1 $ 4 Y2 0 t 0AW -- F— i i o° l ASTRAGAL DETAIL oac 02 24 12 u NOTE,s+ 9ouC N.T,S. CAM Oft JK o' 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP ooc m US 3 AND THE BOTTOM. ORUM NW a A.-1500D.4 n s, n O rten DESQO DON MNetat I nKR aASSC (FC) Wn SMN 0.11- Alk flat FETRGIASS OrDOU4-TRU NIA )tW Ibnob F)(mlL)-6, 0 pd RMIGLASS to SWIM SUR St% t PANEL SW 0.0 16N. OOC FBOIGUSS 9r TNM-m Nib YW sucythmer. 000 FKAGIASS FC flP RAO. WODO COWrm 3 FC LAICH SICE WD00 OOyPp9TE FC MiM SlU fFMM PlX& SC=Au W000 S 1 FC BOROM RAE B000 OOIff06T/E 6 POLTI93E MW ROAM 13E0. FDtw 7 SHOW RWH CMFRESWK WEARCRS71W FDW a LONG IIFAa1 COW'RMM WFADERS110P F04W 4 r , Rig A97' Rx Sim 10 110 r 3 LG PFN WOW SCREW STEEL 11 WSUW - 3,000 PSI MR CONCRETE CtBrtMM TO Ad 3D1 OR HUMV &M 00100F5M TO ASW C90 12 t0 r 2 t& PFH WD00 SCREW STEEL 1J r 2 1 lL PFIF W000 S[IEW Sim M I I r 2-1 RW PfW C17MAM SCREW SHELL 15 SUEUFE 90170 BOOT .W DORLw vIN11 A91f1 6 2Y aAX SC >e OSB Wti710 17 MAX t 4' SNJ1 YA7ERLU WOOS la KOM PASSAGE LOLX - 9WIM SRO 19 SELF ADRIS M INSW9IG SADDLE 7FlRES11D1B A[LYL FgADFR PONDEROSA SFr0.47 WOW2SIIOIEL4NE1POE. 9c-au WUOD 22 Fi JW CAI® 50-0.43 W00D 23 M96ET U408 Ll - 51GNA M MKS 24 199B6GUE A5IRAGAL ALlw" 214 ASTRAGAL RB91 BW Sim 248 ASFRAGY. 11M WU RETALNER ALL&" 26 IX &a1 SC >• OM WDOD 27 110 r 1-1 LG POW ShW IUAL SCREW SRO 26 iNSWWG LCOR BOLIOLI SWEEP vm 29 6-18 r 1- 4' Ra PS FL41MD SCREW DIY STEEL 30 StRALF BOLT SR79E FLAW Sm 31 110 r 2-IJT F99UPS F1ADW WOOD SCREW STM 32 1 IW Cal," (AA21Nfi RK iX-1 33 PLASM LP LIFE FRAIE PLC 34 PLASTIC LP LIFE FRAIE SLE 35 SLAW JAM RNE SG -au 11000 36 SDORE SIDE ShE S7;=0.4J WOOD 37 f0 a 1-34 LC FM MW SOV SIM 38 1 4' r 2-3 4' PFN DLO CR RW IbNCREIE SFR]v S1 39 1 4' r 3-3 4 RW PF71 CMOREIE SCALV sin 40 SUDW CAMK 795 SCICONE 41 5-10 r 1 1 PL45OU rtEL sa s7m 42 DRE SDTOPa BOTTOM FAPOE. SFr0.43 IfO 43 a r 2 LG PRi 11000 SOW 3r 3 OUARIER ROWIp Fwm imm PK45 I Lr.040 OR BRAG 7U AM46 A'ESSOWACEBCLT54MSIM47isiml14-20 SEX BOLT W 14-20 RELAY 00 4a 3 1 r3-1 4 RW PFH CMEETE SCREW 49 ARIRACd1 57110E PLATE 50 1 4 r J-I 4 IM PFN COKCIER SCAR 54 SS TOP im Now LC41P0w 56 SS CAECA SR£ WOOD OOtIPoSf1F 56 SS ILW 579E SO-aQ WCOp 57 SS ODOM PAR W000 C01 SilE Im 0 0 Co] Co] 46 SURFACE BOLT FIVES. .25' STEEL) T ID6T r- P lk LL_ 44 A3 2021 WOOD FRAM(00 E F7NGER JOINTED PONDEROSA PINE, SGm0.43 7v T i 9 SELF ADJUS77NG cdnnr c 7NRESN= ALUMINUM/VINA . 045' WALL ALUM. 080' INK. WALL VINYL TYP. 30 SURFACE BOLT STRIKE PLATE (.125' S1M 1.92d INSWING DOOR BOTTOM SWEEP VINYL .080' MAX WALL, 035' MIN. WALL 15 1NS) WNG SIDELlTE BOTTOM BOOT 0.09' EXTRUDED VINYL WALL I Ei ft 16 Ix c m Br: FL- 15000. 4 a y2 or12 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Boa 230 Vahico, FL 33595 Phone 813.659.9197 Florida Board of Profesdooal Psglncera Certificate or Awhnrizadon No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma-Tru Corporation Fiber Classic" / "Smooth Star" Exterior Exterior Door 118 industrial Drive 8'0 Inswing w/ and w/out Sidelites Doors Assemblies Edgerton, ON 43517 Fiberglass Door Phone 419 298-1740 Non -Impact" Scope: This Is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma-Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest In the company manufacturing or distributing the product or in any other entity Involved In the approval process of the product named herein. Limitations: 1. This product has been evaluated and Is In compliance with the 6th Edition (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 wall dressing or stucco. 3. When used In the "HVHZ" this product is required to be protected with an Impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product Is required to be protected with an Impact resistant covering that complies with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15000.4 require further engineering analysis by a licensed engineer or registered architect. 7. Inswing configurations do not meet the water Infiltration requirements for the "HVHZ". Inswing units shall be Installed only In non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. S. See drawing FL-15000.4 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460337-A,B,C TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC 01-741-10701.0 ETC 01-741-10703.0 ETC 01-741-10593.0 TEL 06-1031-3 TEL 06-1031-4 Test Standard ASTM DM-03,ASTM D1929-96 ASTM D2843-99 ASTM D636-03, ASTM D1929-96 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory 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 Testing, Inc. ETC Laboratories ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, 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. 2. Drawing No. Prepared by 4•,1,04INFto "i" Signed & Sealed by No. FL 15000.4 RW Building Consultants, Inc. (CA #9813) c° > v, `.%` (;';' 1:'1'p, Lyndon F. Schmidt, P.E. 3. Calculations Prepared by I ned &Sealed b Anchoring RW Building Consultants, Inc. (CA #9813) i; 11 ndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. It i •l 4. Quality Assurance Certificate of Participation Issued by National Accreditation and Managemertt; !' Institute certifying that Therma-Tru Corporation Is manufacturing9rP9 Products .t • .y Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISOAEC 17020 and °` ` •, • G' i a° FL PE No. 43409 Guide 53. 202015 Sheet 1 of 1 Florida Building Code Online Pagel of 3 Zusinibss kY (1rnn ntd Busines Professi - al acts Home LOD In User P*glabatbn product Approval uses: Public tlsar I HotToplrs Submit Surcharge Stab h Paas Publication faC SON 00S SM Map Lbiks Search Regulation Product Approval Menu > Product ar Aedlotipn Search > Apolkation List > Application Oetall FL # FL15332-112 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsltlinger@mlwd.com Authorized Signature Brent Sltlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/201S Validated By Steven M. Urlch, PE EJ Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 Rj 1 affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Valldation Entity UYes 0No UN/A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31 /2015 Florida Building Code Online Page 2 of 3 FLI5332 R2 CDC FLLS332-COMP.odf Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Date Validated 04/30/2015 Date Pending FBC Approval Date Approved OS/06/2015 Summary of Products FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No FLLS332 R2 11 08-OOSOOC.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 FL15332 R2 AE 5108078.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No FLLS332 R2 II 08-00498C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLLS332 R2 AE 510805B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 1S332.3 SERIES 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 FLLS332 R2 11 08-02248A.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 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 512968A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96'x96" LImRs of Use Installation Instructions Approved for use In HVHZ: No FLLS332 R2 11 08-02249A.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 FLLS332 R2 AE 512969A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96' REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No FL15332 R2 1I 08-022SOA.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 FLLS332 R2 AE S12970A.odf PRESSURE RATINGS Created by Independent Third Parry: Yes 1S332.6 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 FLLS332 R2 II 08-00499C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLLS332 R2 AE 510806S.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96' ALUMINUM SGD htq)s://www.floridabuilding.org/pr/pr appjtl.aspx?param=wGEVXQwtDatT48572qvdWI... 8/31/2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: No FLLS332 R2 II 08-OOSO1C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 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 5108086.odf PRESSURE RATINGS Created by Independent Third Party: Yes 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 R2 It 08-00502C.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 FL15332 R2 AE 5108090.odf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.9 SERIES 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 FLIS332 R2 II 08-00503C.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 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE S10810B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes Beck Neat feria= :: 1940 North Monroe Street Tallahassee FL 32399 Phone: AS0.487-1824 The State of Florida Is an AA/ff0 employer. Coovrloht 2007.2013 State of Florida.:: Privacy Statement :: a e_hlaty e.r.reunt :: Refund Statement under Florida law, email addresses are public records. It you do not want your e-mail address released In response to a public-reeords request, do not send electronic mall bo this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. aPurtvant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees Bcansed under Chapter 455, F.S. must provide the oeparbnent with an emall address If they have one. The malls provided may be used for official communication with the rconsee. However email addresses are public record. If you do not vAsh to supply a personal address, please provide the Department with an emal address which can be made available to the public. To determine If you ate a licensee under chapter 455, F.S., Please cIrdt hgjL. Product Approval Aeoeptsi Credit5AFE hqs://www.floridabuilding.orglprlpr_app_dti. aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31/2015 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBIL Y OF TH= ARCHITECT OR ENGINEER 0- RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS JSED FOR WOOD ANCHOR CALCULATIONS. S. FRAM= MATERIAL::XTRUDED ALUMINJM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REG!OAS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN '.0 00 NOT REOUIR_ WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO.ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORIKG INTO METAL STRUCTURE USE 110 SIAS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO 9E CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF 0=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. NASOVRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TY-E 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, XIP, NX I TABLE OF CONTENTS 1 SHEET NO.1 DESCRIPTION ' 1 I NOTES 2 — 3 j ELEVATIONS 4 — 10 INSTALLATION DETAILS I REV 1 oEmRF110N I DATE I PPROVW 1 I A I ADDED FLANGE Auo FIN 64STALLATIcN 112/10/13 I R:— III WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" NOTES V.L. 1 08-02249 on NTS °"'E 10/30/13 1 STRET i SIGNED: 12116 2013 FT HE 6' MAX 95' MAx FRAME WIDTH ANCHORS TO BE EQUALLY SPACED ANCHORS PER LOCATION2) $ SSEEFORNUMBEROF LOCATIONS r REQUIRED I 6' MAX 16' NX AME IG14T 6" MAx 6" MAX SERIES 420 SGO REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGNPRESSURERATWG IMPACTRAflNG t35.0PSF NONE WITH 24W SILL SEE CHAR7511 AND 02FOR OTHER UNRB RATINGS DESIGN PRESSURE RATING IMPACT RArA* 25. 01-28.6PSF NONE WITH 1-W SILL SEE CHARTS 03 AND 04 FOR OTHER UNITS RATINGS CHART ll WTTH2- IM'SILL WHERE WATER INRLMT ON RESISTANCE IS REOLRREO. ccc unrc a cucc l Deign plaswm chart (pslJ SIMONPanel and Total Farm Vfth(b0 Fcwm10bht 30. 0 36.0 KO 10.0 aaoo o aaro acrid Nag Pea Neg Pea Nn:g 8i0 58A 40.0 45.7 40.0 420 8a. 0 B4- 532 V404311 40.0 43.0 31.1 39.4 no 4 40.0 40A 37.1 37.1 49J 3aA 3SA 35.0 A CHARTA2 WITH 24ar SILL WHERE WATER INRLTR4WN RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design prtl =m chart &4 Rom sb* Poeel and Tdal Raee Wdlh M) Fb l SLO 60A0 I J4.0 7LW 410 00 1 4LO O& W Poa Nap Poi I Ntg Pas Hey Pas Nag 840 58A 1 56.4 160A 50.9 45.7 45. 42.0 4ZO a8A 6S2 552 18.0 4A0 43.0 43.0 39A 39.4 asJ SZA 624 154 45.4 IOJ IOJ 37.1 37.1 as 0 IaJ 4aJ 13 1 431 30.439.4 35.0 0 RE1a510N5 pE9CJtJP110N GATT I APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 1 RL CHART 13 WTM I.1r2"50.L WHERE WATER INFILTRATION RESISTANCE IS REWIRED. ccc • v = a cuerr r Design pfl357N0 chart (pso Ponlelad Tow Frone tNd01(b) Rarte HPbht Sao 40. 00 1 no 7L00 4L0 NA0 1 46.0 Roo Pas Meg Pos Neg Pox NOR Pos ME al0 25A 4782 25.0 41.7 25.0 37A 25A 34.4 M.0 2SA 452 25.0 393 25A 3S2 2&0 322 020 2SD 4L9 25.0 372 25.0 332 25.0 3" a1.0 40.7 25.0 1 25A 31.4 0 28J CHART 14 WITH 1- 1,21SILL WHERE WATER INRL I RA77ON RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 CHARTIS Design pressum chart im sbvk Pond and Total Fnrne VYtM b) Rare 30.0 1 3&0 4LO 4LO HeOM 60.00 7Loo M.00 O&W P0a Nag Pas I Neg Pos Nag Pos I14g a 47.9 17J 1.7 41d 37A 37A 34.4 34.4 8i0 2 462 352 2 922 122 OLO 429 U_ a 372 3T2 332 392 30.3 30.3 94.0 40. 7 40. 353 353 31A 31.4 26J NumatroranchorlocaaonsreOWrad Rarro 8anab PoMJ and Toul Free VNOh b) Have 3oAI soo SLO 7s0 42A a4A IaA a60 tS I iamb! NLi amo Has Amo I bare t4.o 4 e a e s a e e qA 1 8 5 6 a a e 8 1L0 4 6 5 e 8 a e a BIA 4 e 6 8 9 8 e e MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" ELEVATION DRAWN: OWD N0. REV V.L 08- 02249 A sr-" NTS oAIE 10/30/13 lsmmrZ OF 10 r••v GENS' 9d1 _ O Q 5 N FR 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' MAX 6' MAX 6' AX LME GHT L 6' MAX SERIES 420 SGO REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACTRATINO 135.0PSF NONE WIDH2-l1M'SILL SEE CHARTS 01 AND 912 SHEET 2 FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING IMPACT RATING 25.01-28.6PSF NONE WITH 1.117SILL SEE CHARTS 03AND 14 SHEET 2 FOR OTHER UNITS RATINGS WtSIONS DEZFW ton I are I wpw4Fm ADDED FLANGE AND FIN INSTALLATION 1 12/10/13 1 R.L. CHART 16 m6or olaneeor locstlam repolrld SY* HOMeIaTotal Lill WM(h) Awl" MdpM N x0 ri0 I20 Y.0 sao Tzo uo9iA H-- Ja- RiS haw NiS lamb ULS I lamb 640 1 6 5 6 0 6 8 6 61.0 1 6 5 6 6 8 6u 06 66666.0 165666653/ 8' 2 1/ 32" 2 V32' SILL ALUMINUM 6069- T5.055 THICK 5 3/ 8' 2- 1 112" SILL ALUMINUM 069- T5.055 TICK MI WlNooww. AND DOORS LLC ```\`\5 1Ri(il0 //. CARROLLTON, TX 75006 •GEN49 - d SERIES 420 SGO REINFORCED WITHOUT ADAPTER E 96' x 96' FIN ELEVATION r9 _ TAT OF 1. I 08-02249 NTS — 10/ 30/13 —3 OF 10 MIN 1 /2- MIN. EDGE OISTANCE 1 3/8- MIN. WOOD FRAMING EMBEQMENT OR 2X BUCK i BY OTHERS 1/4- MAX. SHIM SPACE 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR LL_U LA INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCKWSTAU AT ION NOTES: I.1NTERIOR AND EXTERIOR FINISHES. BYOTHERA NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINTSEAL7NT SY OTHERS TO BE DESIONED W ACCORDANCE WTn4 ASTM E2112 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL EE SHEET 3 OR SILL OPTIONS MIN, TENT FUMNS ocsotrIXIN I a.TE I MPWIM ADDED FLANGE AND FIN INSTALLATION 1 12/10/13 JR.L. 1 3/8- MIN. EMBEDMENT 1/4- MAX. r SHIM SPACE Z I INTERIOR iMIN. EDGEE D DISTANCEIIUI " All 10 WOOD EXTE SCREWWOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS MI WINDOWS oe00RS LLC 1R.LOW//t. cRsYo CARROLLTON. TX 75006 J\ S r• GENS 91P 0 k SERIES420SGOREINFORCEDWITHOUTADAPTER96" x 96" FRAME INSTALLATION DETAILS p• ATE OF ; 02NTS uro Na vw08-02249A NA i`` ATE —4 1030/13 OF METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION METAL STRUCTUREINSTALLATION NOTES. 1. WTER(OR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE N9TNASTM E2112 L TO BE SET IN BED OF VULKEM 116 NSTRUCTION ADHESIVE EQUAL SEE SHEET 3 FOR SILL OPTIONS T- 7/8' MIN. EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REV7»NS rtcv oLsaewRON ale uvaovm A ADOED FLANGE AND FIN INSTALLATION 1 12/10/13 R.L. 1 /4' MAX. r SHIM SPACE INTERIOR x k- EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON. TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FRAME INSTALLATION DETAILS mwm 011C MJ. R V.L 08-02249 SME NTS 10AIE 10/30/13 ISHEU5 OF 10 2 1/2- MIN. L EDGE DISTANCE 1 1/4' MIN. n EMBEDMENT CONCRETE/ MASONRY 1/4- MAX. BY OTHERS SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR Uj LLU INTERIOR SILL TO BE SET IN A BED OF WLKEM 116 CONSTRUCTION ADHESIVE OR EQUAL 3/16- TAPCON SEE SHEET 3 MASONRY/ FOR SILL OPTIONS CONCRETE BY OTHERS a 1 1/4' MIN. a' EMBEDMENT 2 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET EQNASONRY INSTALLATION RED OESCR RIN DATE APPROVED ADDED FLANGE AND FIN INSTALLAMON 1 12/10/13 R.L. 1 1/4' MIN. EMBEDMENT 1/4' MAX. 2 1/2• a ' I r SHIM SPACE MIN. EDGE DISTANCE 3/16- TAPCON CONCRETE/MASONRY v BY OTHERS OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 WILIMfrall, Lo, EXTERIOR JAMB INSTALLATION DETAIL CONCRETE4AASONRY INSTAL L1 T ON NOTES 1. IMTEMORAND EXTERIOR FINISHES, BYOTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEAL NTBYOTHERS TO BE DESIGNED LN ACCORDANCE WTIHASTM E2112 LLC MIWlNooww. S R!lil0 /Zz cRoseY00pSCARROLLTON. TX 75006 GENs 9ip'y SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 *= 96- x 9 FRAME INSTALLATION DETAILS T ATOF 0DRAwrt Mo No. REV i'F•'clOR10P- 08— 02249 A/SS1ONA y11G\`` AltareNTS10/30/13 6 OF 10 WOOD FRAMING OR 2X BUCK BY OTHERS f10 WOOD SCREW WOOD FRAMING OR 2X SUCP BY OTHER'. 1/2• MIN, EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1/4' M . SHIM SPACE 10 WOOD SCREWS EXTERIOR U--U L J INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED /NACCORDANCE WITH ASTM E2112 T I13/8- MN. EDGE DISTANCE REWSM 06CRIP" I CATE I Appmo ADDED FLANGE AND FIN INSTALLATION 1 12/10/13 R.L, 1 /4' MAX. SHIM SPACE INTERIOR u 0 BE SET IN OF WLKEM 116 III RUCTION ADHESIVE #10 WOOD UAL SCREWS SEE SHEET 3 FOR SILL OPTIONS MIN. IENT WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR JAMS INSTALLATION DETAIL WOOD FRAMING OR 2K BUCK INSTALLATION MI WINDOWS11 CROSBY RD uc RE o 9,,-. CARROLLTON. TX 75006 N\ v,•G No, a+ y oSERIES420SGDREINFORCEDWITHOUTADAPTER 96" z 96" FLANGE INSTALLATION DETAILSE OF i4•S' ,'• ORI P G? DRAWV.L arc Na v 08 -0224 A 01712llill a\``\ are T790fwucNTS10/30/13 10 METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR T- 7/8' MIN. EDGE DISTANCE I SET IN VULKEM 116 ON ADHESIVE #10 SMS OR SELF DRILLING SCREWS 10 SMS OR ailSELFDRILUNCMETAL STRUCTURESCREWSEESHEET3 FOR SILL oFT10NSSTRUCTURE BY OTHERS METAL BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATAN NOTES: 1. INTERIOR AND EX7ER10R FINISHES, BY OTHERS, NOT SHOWN FOR CLARRY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESKINED IN ACCORDANCE WRHASTM E2112 REV61DlS REV DESCRDRgN WTE I A PRDVM A ADDED FIANCE AND FIN INSTALLATION 12/10/13 1 R.L. 1 /4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLATION MI WIN oo1WS AND DOORS LLC R 0q/', w. cRose CARROLLTON. TX 75006 S GENSe'7s j D *- SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS z o * , 50 , TAT OF • s:Z0R%Wt G DRAM M NIX REV V.L 08-002EY49 A i//S70NA`L7``` oArtNTS 10/30/13 8 OF 10 2 1 /2" MIN. EDGE DISTANCE 1 1/4" MIN. 4. EMBEDMENT CONCRETE/ MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET •1 3/16" TAPCON EXTERIOR LL1J ILJJ INTERIOR SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE 3/16- TAPCON OR EQUAL SEE SHEET 3 MASONRY/ FOR SILL OPTIONS CONCRETE BY OTHERS 4- a 1 1/4" MIN. EMBEDMENT y a; 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE4114SONAY INSTALLAT ION RMOa ow m m I an I .PPRNM ADDED FLANGE AND FIN INSTALLATION 12/10/13 JILL 1 1/4" MIN. EMBEDMENT 1/4' MAX. SHIM SPACE 2 1/2" ° INTERIOR MIN. EDGE DISTANCE 3/16" TAPCON CONCRETE/MASONRY BY OTHERS ', • • EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CCNCRETE4H4SONRYWSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. WTERIOAAND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEAL4NT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 MI WINDOWSLLC 1001 W. CROSBY RD CARROLLTON, TX 75006 St1Rll 0 GENS,*.91p' 1k• 0 5 *= SERIES 420 SGD REINFORCED WITHOUT ADAPTER 9ST x 96" FLANGE INSTALLATION DETAILS 7 TAT OF tug olawm owc w. ncvs:c(OR10P08- a9 a iis ONAitI saue a>FNTS 10/30/13 9 OF 10 WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT T 6 WOOD SCREW 7/16" MIN EDGE DISTANCE 1/4 MAX r SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR ZX DUCK WSTAUAT10N 1 1/4" MIN. EMBEDMENT 8 WOOD r WOOD SCREW FRAMING BY OTHERS r 1 /4" MAX. L SHIM SPACE 7/16" MIN EDGE DISTANCE - EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMINO OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4•B. DE.SCAVNON 017E I APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 1 R.L. 1 5/8" MIN. EDGE DIST. TRIM a 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS. HOOK STRIP 1X BUCK TO BE PROPERLY SECURED TAPCONTAPCO EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYYCONCRETE METAL STjLIANITERIOR BYOTHERS INTERIOR TRIM 1 3/8" MIN, EMBEDMENT HOOK STRIP HOOK 10 WOOD 110 SELF DRILLING SCREW tPSCREWEXTERIORPANELINTERLOCKEXTERIOR ANEL NTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X SUCKANOOD FRAMING METAL STRUCTURE MI WINooWw. cRANDoseY00oRS LLC xAy 1R!!tpzi11 , CARROLLTON, TX 75006 `.,,•CENSF9,p SERIES 420 SGD REINFORCED WITHOUT ADAPTER 7k• 0 -ic= NOTES = I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, OK z 96• NOTSHOWNFORCLAR17Y NAILFIN 6c HOOK INSTALLATION DETAILS pO: TAT OF OESIGNEMDWACVDJOINTSEALAAfrBY COROANCEWRHASTME2E25Tt7BEV.L. 08-02249 A SCAE NTS °ATE 10/30 13 SH T10 OF 10 ,IION 1110\` NOTES: 1. T-IE °RODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURES 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. FRAM'NG AND MASONRY OPENING IS THE RESPONSIBILITY OF 'HE ARCHITECT OR ENGINEER OF RECORD. 3. IX 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 IV THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.5 WAS USED FOR WOOD ANCHOR CALCULA71ONS. S. FRAME MATERIAL, EXTRUDED ALUMINUM 6063-T5. 6. JNITS MUST BE O11ZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTEC'IVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH N-STALLAT-ON ANCHOR WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/15" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 00 NOT REQUIRE WA -ER INFILTRATION RESISTANCE OVERHANG RATIO = OVERHANG LENGTH./OVERHANG HEIGHT. 10. =0R ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING -INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2, FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFIC!EN-- _ENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE 'NTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14.:KSTALLATION ANCHORS SHALL BE !nSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - S"R_NGTH CONFORMANCE TO ASTN. C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM 6063-T5 1/8' THICK MINIMUM TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 ELEVATION 9 INSTALLATION DETAILS D15CWIION GATE A?MRw40 ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/IS/13 R.L ADDED -LANGE 64STAUAIONS 12/06/13 R.L. SIGNED: 12M6/2013 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON, TX 75006 N\J\?. • • • tJ9/ice v,\G NSt: 0 #= SERIES 430/440 XIX SGD*• 143" x 96' REINFORCED NOTES 7D TAT OF i sS pNAjj1 ONARN: 7410 N0.OR1aQ:• 08-000503 C G` swe GATENTS 02/23/09 1 OF 9 143' MAX FRAME MOTH ANCHORS TO BE 6" MAX EQUALLY SPACED 6' MAX 2) ANCHORS PER LOCATION SEE CHART #5 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX IAX 96' MAX FRAME HEIGHT L 6" MAX X X SERIES 4301440 XLX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RA77NG DESIGN PRESSURE RATING IMPACT R4TTNG 40.OPSF NONE +25.0/-28.8PSF NOW WITH21)521SRL WITH I Or Stu SEE CHARTS Of AND 02 FOR OTHER UNITS R477NGS SEE CHARTS J3 AND h FOR OTHER UNITS RATINGS 6 15/16' -1 Z 1/32• 21/32' SILL ALUMINUM 6063-T5.055 THICK CHARTSI WTIH 2142• SILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I REVISIOM 0130W00N MTE •PPRM ADDED CHARTS 03/06/12 RL REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTAU.ATIONS 12/06/13 RL CHARTAU WITH I I/I SILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET f D-go - drart Fnm avb anal W Tar Rama vywel 110 f!21e Dy 0.0 90.00 2LO IGLOO ILO 129M 1 47.7 14&00 POP I049 PDX Np PO9 Np PDX Np 940 40.0 60.0 40.0 F.9 40.0 SLO 1 40.0 1 44LO 9L0 40.0 60.0 40.0 54.0 40.0 40.9 400 45D 920 40-0 59.e 40.0 31.7 0.0 44.1 1 40.0 PLO 40.0 55e 40.0 v.0 40.0 43.7 40A 40.0 CHARr#2 WRH 2 I1W SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET I Dedan pmssure chat (psq Fin rgb Pbrrol W TOW Fnm VWM Wight JOA1 90.00 3" I loam ILO 120.00 47.7 141,00 Peg I Nag I Pea I Nag Pot Nag Nag o 60D AA 57.9 SLO 52.0 49D 44.0 17 00.0 W.0 I 54A 1 54A 48.9 48S D 9L0 590 I 59D 1 51.7 1 51.7 45.1 45.1 423 4L3 90.0 50.0 4 A 1 49.0 10 43.7 IOD 40.0 6 15/16' -1 2' 11/2' SILL ALUMINUM 6063-TS.09 THICK Dbsfgn ro chart (pq7 Ramp Zi2Nb FwWWTotr Fluor YWIhft no L0 ILO 47.7 no* K-7 We loam pas I Np 129A0 I Pw I Nag 14LOO Pea Nag eL0 25.0 47.6 25.0 41.7 25.0 37.4 25.0 34.5 no 25.0393 23 2 9L0 25A ILo 25D 1 372 1 2 305 So. 5. 25.0 1 353 1 25.0 1 31A 25.0 Zee CHART04 WITH I I/r Stu WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I CHARrf$ D-9n 7e chart Rene VIc Para4 and Taal Ruln VVM p) Wight 3L0 30.0 4L0 47.47 TRW PDX Np fOL00 Np ISLOD ULM Pot Np 0 17A 47d 11.7 11.7 345 345 9L0 132 a52 393 393 E31.431A 32.4 32.4 PLO 4LU 42.9 312 372 30.3 30.5 9L0 40.7 a. 3 353 DA Nrmrbar erancb0r Iocmuo"fpufred Ra1m SYgb anal W Taal Fran VWA 0V H*N 70.0 MO I2.0 47.7 01) no HLS jamb 1011.0 Has jamb 126.0 Na3 jamb 14LO Has Jamb eLo e e 6 e e 9 e no 6 6 7 e a 5 9 6 920 e e 7 e a e 9 e 99.0 e e 7 e a e 9 e MI WIN 00 WS AND DOORS LLC L/Q iW. CROSBYRD CARROLLTON, TX 75006 ft GENs4, 9tp terSERIES 430/"0 XIX SGD TATPOF 143' x REINFORCED ELELEVATIONSi gG,• q • G REV i' s;°COR10"' ,0;` Ill0111TtonKm08- O O503 C ONA`N i Sl1\ scutarcNTS0223/09 T2 OF 9 REVISOG 1/2' MIN. as oFsaanoN a1E rFaovFn EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. 1 3/8' MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 ILL WOOD FRAMING EMBEQMENT OR 2X BUCK L BY OTHERS 1 3/8' MIN. 1/4' MAX. 1/4' EMBEDMENT r SHIM SPACE MAX I OSHIMI SPACE INTERIOR 10 WOOD 1/2" MIN. SCREW EDGE DISTANCE a EXTERIOR INTERIOR 10 WOOD SCREW SILL TO BE SET IN 10 WOOD A BED OF VULKEM 116 SCREW CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 EXTERIORFORSILLOPTIONS WOOD FRAMING OR 2X BUCK WOOD FRAMING JAMB INSTALLATION DETAILBYOTHERSOR2XBUCKWOODFRAMfNGOA2XSUCKINSTAILATKNNBYOTHERS 1 3/ 8' MIN. EMBEDMENT VER77CAL CROSS SECTION WOOD FRAMING OR 2X SUCKINSTALLAT ION LLC `J\ 5 ft L0 z MI WlNoaww. caANDoseYCRoS CARROLLTON. TX 75006 v,•GEk6 - P SERIES 430/ 440 XIX SGD '*• 0 # NOTES: 143E 96" REINFORCED E7 1. INTERf0AAN0c7ERroRFlN151•IES,eYOTHEAS FRAME INSTALLATION DETAILS 50, TAT OF tV NOTSNOWNFOR CLARITY. 0•• t: DESIGNEONRAND JOINT SEALANT BY ACCORDANCE NEAST08E WRMNAS Fo 08- 00503 C sS0R1 C 6\ NIIIIAIII\\ gut NTS DAN 02 23/ 09 91T3OF9 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLAnON NOTES 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS NOT SHOWN FOR CLARITY. 2, PERIMETERAND JOINT SEALANTBY OTHERS TO BE DESIGNED IN ACCORDANCEW/TH ASTM E2112 1/4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR 1 7/8" MIN, EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS 0 BE SET IN OF VULKEM 116 RUCTION ADHESIVE MAL METAL STRUCTURE SEE SHEET 2 BY OTHERS FOR SILL OPTIONS 1/4 " 4' MAX. I SN11A SPACE EXTERIOR REVISONS REV asaOPNON 447E AaP1tOrtD A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FUWGE INSTALLATIONS 12/06/13 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGO 143" x 95" REINFORCED FRAME INSTALLATION DETAILS ORAWIt ONG NO. F.A. 08-00503 s1 E NTS O" 02/23/09 s'W4 OF 9 vJ`v GE BFgiP'4 A'_ 0 AT OF 'o 1ONA'i. CONCRETE/ MASONRY BY OTHERS OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 2 1/2' MIN. EDGE DISTANCE 1 1/4' MIN. a EMBEDMENT 1 1/4' MIN. a EMBEDMENT 2 1/2' MIN EXTERIOR VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION EDGE DISTANCE a 1 /4' MAX. SHIM SPACE 3/16' TAPCON ." 3/16' TAPCON , CONCRETE/MASONRY BY OTHERS INTERIOR SILL TO BE SET IN ' A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OP11ONS I 1 1/4' MIN. EMBEDMENT 2 1/2' MIN. EDGE DISTANCE 1 /4' MAX. r SHIM SPACE INTERIOR REV I y1E Rlttovm A ADDED CHARTS 03/06/12 R.L B 1 REVISEO PER NEW TESTING 1 10/15/13 RA- C I ADDED FIANCE (NSTALLATIONS 1 12/05/13 R.L x EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL I BUCK CONCRETHMASONRYINSTALLITION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTIW Elf 12 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 430/440 XIX SGO 143' x 96' REINFORCED FRAME INSTALLATION DETAILS F.A. 08-00503 WME NTS JUIE 02/23/09 - ISHM75 OF 9 OENs •d1 1DA5E OF ) 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. DOD FRAMING EMBEDMENT OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE 410 WOOD SCREW EXTERIOR II II II II II II INTERIOR g10 WOOD SCREW SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EOUAL WOOD FRAMING SEE SHEET 2 OR 2X BUCK FOR SILL OPTIONSBYOTHERS 1 3/8' MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED IN ACCORDANCE KTMASTME2112 1 3/8" MIN. EMBEDMENT I-- 1/2" MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4" MAX. SHIM SPACE REWSKM uv oESL7itPnON WTE APPROVED A ADDED CHARTS 03/06/12 1 R.L. B REVISED PER NEW TESTING 10/15/13 JR.L C ADDED FLANGE INSTALLATIONS 12/06/13 1 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/"0 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS OrtA71ml ONG N0. F.A. 08-00503 xa1> NTS DAB 02/23/09T6 OF 9 u s METAL STRUCTURE BY OTHERS EXTERIOR REVISIONS REV OESGUPIION DATE •PPROV® A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. 1/4" MAX, C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. SHIM SPACE 1 /4- MAX. SHIM SPACE OR ' O LING 7/8" MIN. EDGE DISTANCE INTERIOR 110 SMS OR SELF DRILLING SCREWS 701 SILL TO BE SET IN 1 A BED OF VULKEM 116 CONSTRUCTION ADHESIVE 10 SMS OR OR EQUAL METAL SELF DRILLING STRUCTURE SCREW BY OTHERS EXTERIOR METAL SEE SHEET 2 STRUCTURE FOR SILL OPTIONS J,MbIB INSTALLATION DETAIL BY OTHERS [k METAL STRUCTURE INSTALLATION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLA770V NOTES: 1. INTERIORAND EXTERIOR FINISHES. BYOTHERS, NOT SHOWN FOR CLARITY. z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS O141RC OIIO NO. F.A. 08-00503 E" NTS o"1 02/23/09 ISHM7 OF 9 CONCRETE/ 2 1/2* MIN. MASONRY EDGE DISTANCE BY OTHERS l a..1 e OPTIONAL IX BUCK TO BE PROPERLY SECURED E NOTE 3 SHEET 1 1 1/4" MIN d a ' EMBEDMENT 1/4' MAX. SHIM SPACE 3/16' TAPCON EXTERIOR 1I II 1I II II I1 INTERIOR 3/16' TAPCON 1 1/4' MIN. EMBEDMENT 2 1/2' MIN. EDGE DISTANCE 3/15- TAPCON CONCRETE/MASONRY BY OTHERS fiJOR O BE SET IN OF VULKEM 116 RUCTION ADHESIVE UAL SEE SHEET 2 MASONRY/ FOR SILL OPTIONS CONCRETE eY OTHERS a• • 1 1/4' MIN. EMBEDMENT a VERTICAL CROSS SECTION 2 1/2' MIN. CONCRE7FJMASONRYINSTALLATION EDGE DISTANCE 1 /4' MAX. r SHIM SPACE OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RM90NS v UESOWININ DATE •PPROVW A ADDED CNAR15 03/06/12 R.L. D REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. JAMB INSTALLATION DETAIL CONCRET 57NASONRY INSTALIATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLAR1 Y. 2 PERIMETER AND JOLYTSEALANT SYOTHERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E2I 12 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS ORM ONO NO. F.A. 1 08-00503 s- NTS — 02/23/09 —8 OF 9 1 5/8- MIN. EDGE GIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1 /4• MIN" EMBEDMENT IX BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYACONCRETE INTERIOR TRIM HOOK STRIP 1 3/8" MIN. EMBEDMENT Slo W000 SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2K BUCKAYOOO FRAMING MOWS aTsa naN a1E vRRovTn ADOFD CNARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/13/13 R.L. ADOM FLANGE INSTALLATIONS 12/06/13 R.I. METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP SELF DRILLINGSCRSCREW PANEL EXTERIOR INTERLOCK HOOKSTRIP INSTALLATION NE TIAL STRUCTURE NOTES: I.INIERIORAND EXTERIORFINISHES, BYOT'HERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEAUNT 8YOTWRS TO BE DESIGNED IN ACCORDANCE WITHASTM E21 T2 MI WINDaww. caoserCOoRS LLC L0 CARROLLTON, TX 75006 JS1P. 9i GENBF; P 0 SERIES430/440 XIX SGD 143' z 96" REINFORCED1y''+HOOK INSTALLATION DETAILS1D RtF' AT:•,f` i'" ta;°CORIa' CRUM: owo No. REV 08-- 000503 C is1'ONA 1 P\` serf oATE NTS02/23/09 9 OF 9 A 10/27/2016 Florida Building Code Online vo..— a Business 8 Professional Regulatiion SCIS Home I Log In I User Registration I hot Topics I submit Surcharge I Stats 8. Facts I Publications I F8C staff I SCIS Site Map I Links I Search F OfILi Product Approvalr0)USER: Public User Product Aooroval Menu > Product or Aoohcatlon Search > Application List > Application Detall FL # FL9174-R11 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 w Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John 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 Standard DASMA-108 DASMA-115 Year 2002 2005 hUps:/Avww.floridabLdlcring.org/pr/pr_app O.aspx?param=wGEVXQwtDquf11JR1Wxf6u7ojnl0heH%2bRKJkizESWxAzegKuYBGeGO%3d%3d 1/6 10/27/2016 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # I 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 1 5120 / 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. Description 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 Rll It 0228 318958 1)7.odf FL9174 R11 II Track Suoolement Chart P10.odf FL9174 R11 If WD]amb5uoolementP16 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 Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf 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 Rll II 0229 318959 P8.odf FL2174 R11 If Track Suoolement Chart P10.odf FL2174 Rll 1I WD]ambSuoolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL2174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.3 15120 / 6100 / 9100 #0230 116' 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 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. Installation Instructions FL9174 R11 It 0230 318960 P10.odf FL9174 Rll II Track Suoolement Chart P10.odf FL9174 Rll II WD]amb5uoolementPl6 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 1111 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf 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 Rll It 0231 318996 PS.odf FL9174 R11 11 Track Supplement Chart P10.odf FL9174 Rll If WD]ambSuoolementPl6 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 Rll AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Parry: Yes 9174.5 15120 / 6100 / 9100 #0234 19' Maxx wi ldn top or intermediate sax section height 21". Glazing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL9174 R11 If 0234 319022 PS.odf FL9174 R11 11 Track Suoolement Chart P10.odf FL9174 Rll 11 WD]ambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 httpsl/www.floridatbuilding.org/pr/pr_app dtl.asp)(?param=wGEVXOwtDqufIIJRNVxf6u7ojnl0heH%2bRKJkizESWxAzegKuYBGeGO%3d%3d 216 10/27/2016 Florida Building Code Online Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 R11 AE ASTM A 653.odf R11 AE Eval Rent 9100FL9174 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf 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 1111 II 0235 319023 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 Pl Post.odf Impact Resistant: Yes FL9174 RI II Track Suoolement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 It WD]ambSuoolementP16 s.odf Other: Verified By: John E. States 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 s.odfrl FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf 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 II 0232 31E PS.odf Approved for use outside HVHZ: Yes FL9174 R11 If Track Suoolement Chart P10.odf Impact Resistant: No FL9174 Rli It WD]amb5uoolementP16 s.odf 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.odf door. FL9174 R11 AE Eval Rent 9100 rl s.odf FL2174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf 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 II 0233 319000 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 If Track Supplement Chart P10.odf Impact Resistant: No FL9174 Ril If WD]amb5uoolementP16 s.odf 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 6S3.odf door. FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf 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 1111 If 0236 319024 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 If 319040 Pl Post.odf Impact Resistant: Yes FL9174 RI II Track Suoolement Chart P10.odf Design Pressure: +30.00/-33.50 FL9174 Rll It WDJambSuoolementP16 s.odf 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 Rent 9100 rl s.odf FL9174 R11 AE FLO9174 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 II 0237 319025 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 11 319040 Pi Post.odf Impact Resistant: Yes FL9174 R11 II Track Suoolement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 1111 II WDJambSuoolementP16 s.odf 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 1111 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes httpsJAvww.floridatxrilding.org/pr/pr app O.aspx?param=wGEVXQwtDquflIJRNVxf6u7ojnl0heH%2bRKJkizESWxAzegKuY8GeGO%3d°3d 3/6 10/27/2016 Florida Building Code Online 9174.11 15120/5140/6100/9100/9400/9600 19 Max width. 10' Max height. Max section height 24". Glazing 0600 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: +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. Installation Instructions FL9174 RI II 0600 319026 P4.odf FL9174 R11 11 Track Supplement Chart P10.odf FL9174 R11 11 WDJambSuoolementP16 s.ndf 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 FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.12 15120/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24" Glazing 0601 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: 9174.13 I5120/5140/6100/9100/9400/9600 0602 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other. Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure i designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174 R11 II 0601 319027 P4.odf FL9174 R11 II Track Supplement Chart P10.odf FL9174 Rll It WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL2174 III AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. Installation Instructions EL9174 R11 If 0602 319028 P5.odf FL9174 R11 If Track Suoolement Chart P10.odf FL9174 R11 It WDJambSuoolementPl6 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 6S3.odf FL2174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.14 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 i designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 Rll 11 0603 319029 PS.odf FL9174 R11 11 Track Suoolement Chart P10.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 Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.15 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 PS.odf FL9174 RI 11 319040 PI Post.odf FL9174 RI II Track Suoolement Chart P10.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 6S3.odf FL9174 R11 AE Eval Rent 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf 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 11 0605 319031 P4.pdf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant: No FL9174 Rll II WDJambSuoolementPl6 s.odf hops://www.floridabuilding.orglpr/pr_appdtl.aspx?param=wGEVXQwtDqufIIJRfWxf6u7ojn10heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 4/6 10127/2016 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. Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RiI AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 ri s.ndf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.17 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 It 0606 319032 P6.odf FL9174 R11 It 319040 Pi Post.odf FL9174 R11 II Track Suoolement 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 653.0df FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 1-9 Affirmation for FBC 5th 2014s.odf 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 I 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 designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 If 0609 319035 PS.odf FL9174 R11 II 319040 P1 Post.odf FL9174 R11 II Track Suoolement Chart P10.ndf FL9174 R11 If 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 6S3.odf FL9174 R11 AE Eval Rent 9100 rl s.odf F19174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Parry: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 1111 If 0608 319034 P4.odf FL2174 R11 11 Track Supplement Chart P10.odf FL9174 R11 It WD]ambSuoolementP16 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.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf 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 FL2174 R11 II 0607 319033 PS.odf FL9174 R11 If Track Supplement Chart P10.0f 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 6S3.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes Balk Nett Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State 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-mall 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 4SS, 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. U you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: hops://www.floridabuilding.org/pr/pr_app rill.aspx.param=wGEVXQwtDqunlJRANxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 5J6 10/27/2016 Florida Building Code Online MIRE Credit Card Safe https:/Mrww.floridabUlding.orgtpr/pr app gd.aspx'Iparam=wGEVXQwtDqufllJRtWx(ou7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%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 MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB (LB/FT)"" 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 X%11111111 p0' GEN r i& // No.0737 O STATE OF 0.N •. OR_OP p j;' &IONA; _N\ x Iflll 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 = 30pst DOOR WIDTH = 16ft LOAD PER JAMB = 30pst x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. S. 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 B18.2.1. 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 MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT "oTC 9 100 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 n/a n/a No. 51737 O ; 8TATE OF 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 ENO 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 = 30psf x 16f /2 = 240lb/ft 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 SCHEDULE3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB LB/ MOTE 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 No. W737 O STATE Of SS ONA; 11 ?' N 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 = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 161112 = 240lb/ft 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. Approved 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 SCHEDULE 4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/ NOTE 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE NOTE ' 2000 PSI GROUT FILLED CMUNOTE 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 E" sC4r No. 51737 i i• 40 STATE OF ;fv vI Z/jSs ONA; 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 0476. 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 16fl/2 = 240lb/ft 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. Approved 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 SCHEDULE5 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT Nore4 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETEN11 2000 PSI GROUT FILLED CMU"ore2 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 1 17 8 NaF rAl ZZ, No. 51737 O STATE Of o Ns S /ONA . 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 1-3/4' 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 = 16ft LOAD PER JAMB = 30psf x 16ffJ2 = 240lb/ft S. 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. Approved Date: 2015.02.20 09:58:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE S1737 TX PE S6308/F2203 Revision P16 waque 89Iton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 No. 51737 0 STATE OF 4 m • 0^% 2 rC0R10P:• SSONA; Ilfll Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53-06'00' JOHN E. SCATES. PE 3121 FAIRGATE DR CARROLLTON. TX 750D7 FL PE 51737 TX PE 56306/F22D3 PROFESSIONAL ENGIMM S SEAL PRO14DM ONLY FOR VER6ICATKRJ OF WINDLOAD CONSTR11CT10N DETAILS. 1 6- MAX. ' FASTENERS PER SCHEDULES I 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 REOUIRED FOR VERTICAL POST REINFORCING SYSTEMS DOOR HEIGHT 6- MAX. DOOR WIDTH MINIMUM 2a6 /3 HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 1- 4- 2-3/4- 2) 3/5- SIMPSON TITEN HD SCREW ANCHOR WITH A 1 1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4- AND A MINIMUM EDGE DISTANCE OF 2-3/4-. DETAIL 1 MINIMUM 2500 PSI CONCRETE NOTE MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. MINIMUM 2w6 #3 G. HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 8- 4- 4) 31W SIMPSON TITEN HD 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 200D PSI GROUT FILLED CMU NOTE& MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS REVISIONS MINIMUM 2 5 /3 rIt HEADER LOCK SOUTHERN PINE / BRACKET LUMBER.— 1_1/2• -J 1/2- J 4) 3/8- DIA. LAG SCREWS WITH 1-1/4. O.D. WASHERS. LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32- INTO THE MAIN SUPPORT MEMBER. DETAIL 3 WOOD SUPPORT STRUCTURE NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2430 LBS. DRANANG PART NO. REV. JAMB CONNECTION SUPPLEMENT 324620 P16 wague Balton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 MIN 2500 PSI CONCRETE WM 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 3/8' SIMPSON 717EN HD, 2-3/4' MIN EMBED. MIN 6' BETWEEN JAMB BRACKET LOCA71ON - JAMB BRACKET- 1/4-204/16' TRACK BOLT AND 1/4-20 HEX NUT TRACK No. W73T 0 ; STATE Of4-1 lllll Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:59:26-06'00' JOHN E SCATES, PE 3121 FAIRGAIE DR. CARROLLTON. TX 75OD7 FL PE 51737 TX PE 5630R/F22D3 PROFESSIONAL ENCINEGY SEAL PRONDID ONLY FOR VCRIICATION OF VANDLOAD CONSTRUCTION DETAILS 2 EEDGE [ MIN 2 4 SPF (G-0.42) OR BETTER WALL STUD N21E: 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' LAC 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 LAG FASTENER JAMB CONNECTION SUPPLEMENT 2 REVISIONS DATE DRAWING PART NO. I REV. 324620 P16 The Genuine. The Original. ee. Overhead Odor Corporation 2501 S. State H%vy 121, Suite 200 Lev&villo, TX 75067 Phone 469S497100 fax 4695497n81 mvw.overheaddoor.com April 28, 2015 Subject: ASTM A653-00 To Whom It May Concern: 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 41 40 •. ti W. 77W i VAN OF '• tj/ S0 TODCO0OverheadDoor.Corporation A$vbsidiaryor5anwaHoldinga.colporatlon. . '• •• 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 09174-117 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. FL09174-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. 2 16AoM Fl. 09174-117 Drawings 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 PS 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 1EA-(A-= Wt/ FL09174-R7 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 Nu U 4 16(lb / t1 FL 09174-117 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 %" MDF decorative overlay. 5 (D60 , FL09174-R7 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, JoTfn E. Scates, P.E. Y Florida PE # 51737 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 h 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, RE Date: 2015.02.03 13:32:17-06'00' John E. Scates, P.E. Florida PE # 51737 I111// No. 51737 0 STATE OF ;• -4: OR ONAS /11; ?` 111 tlMIML 1. SHORT PANEL NON -IMPACT RESISTANT GLA21NO OPTION - 090' MINIMUM SSB GLAZING IN Well FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) jB:l- SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING, GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 1175' AND A MAXIMUM LENGTH OF 16.75'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WINO -BORNE DEBRIS REGIONS 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 090' MINIMUM SSB GLAZING IN Mrs FRAMES OILED WITH A 1/6 BEAD OF BOSAK 1100 OR EQUIVALENT UNDER THE INTER FRAME AND SCREWED TOGETHER WITH A MINIMUM CE 10) #B:l' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION IrTH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES 94OWN ON THIS DRAWING GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 1175' AND A MAXIMUM LENGTH OF 39'. (LAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WINO -BORNE DEBRIS REGIONS, GLAZED SECTION REQUIRES 18 CA J-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-14.7/8' SELF DRILLING CRIMPTTE SCREW TO ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2 1 IMPACT RESISTANT (LAZING OPTION - IMPACT RESISTANT LAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4' MAKROLON-AR POLYCARBONATE OR EQUAL LAZING SHALL HAVE A MAXONUM HEIGHT OF 15.21' AND A MAXIMUM LENGRH OF 50.01'. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WIND-BORNE OEBRS REGIONS. SEE DETAIL E O! SHEET 2 FOR ASSEMBLY DETAILS. GLAZED SECTION REWIRES REINFORCEMENT BRACKETS ATTACHED TO U-BAR ON UPPER INTEGRAL RIB (SEE GET AL G SHEET 2). le GA J-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR SALE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-14X7/e' SELF DRILLING CRIMPTTE SCREW TO ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERUNE OF THE DOOR PER DETAIL F ON SHEET 2. 4. VINYL OR WOW DOOR STOP NAILED A MAXIMUM OF 6' O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16' TO MEET NEGATIVE PRESSURES. 5. KEY LOCK, SLIDE LOCKS. OR OPERATOR REQUIRED. 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 CA MINDIULI FACER STEEL AND A POLYLAMINATE BACKER END CAP TO HAVE A MINIMUM 1.1' 0". 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE TKE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 6. DOOR JAMB TO BE MINIMUM 2s6 STRUCTURAL GRADE LUMBER REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. LOUVER OPTION - .040' MINIMUM LOUVERS IN MCI FRAMES S(JREWE9 TOGETHER WITH A MINIMUM OF (6) MXI' SOW" INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND 00 NOT MEET THE REQUIREMENTS FOR WINO -BORNE OESRIS REGIONS LOUVERED SECTION REWIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. JOHN E. SCATES PE 3121 FAIROATE OR. CARRCJ.TON, TX 75007 I'L PE 5I737 TX PE S6J06/F2Z03 PROFESSIONAL TNONEFRS SEAL PROMDED ONLY FOR VERFIC-ATION OF MNILOAD CONSTRUCTION DETAILS IJ CA HORIZ ANGLE 17 GA FLAG ANGLE ' 16 GA NIN HORIZ TRACK 5/18 1-5/B' LAG SCR MIN J AS , SHOWN) , 16 CA WIN VENT TRACK 5/16 1-5/B' SCREW AT EACH JAMB BRACKET 1/h20X9/16' TRACK BOLT AND I/h20 HEX NUT AT EACH JB JAMB BRACT LOCATION IS GA STIFFEN JAMB BRACKETS SEE St]HELDULE FOR INANITY, LOCATION, AND TYPE KEY LOG( OR SLIDE LOCK BOTH ENDS (NOT , REQUIRED wfTM oPER TOR SEE NOTE 5). SIDE LOCK SHOWN FOR CLARITY r>» (4) 9EG710N SOLD DOOR SHOWN. SEE SHEET x FOR u-BAa LacAnoNs aR 000Rs WITH OTHER SECTION QUANTITIES AND SEE NOTES 1, 2. AND 3 ON 11-05 SWEET FOR SEE U-BAR NOTE ON SHEET REVISIONS 2 FOR U-BAR INSTALLATION P4 CHANGES TO GENERAL FORMAT AND CHANGED 00OU U-BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION. CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER. 18 CA OPERATOR STILE FACTORY CRT 3/8/06 ADHERED TO CENTER OF TOP SECT PS ADDEO SUPERIMPOSED CA END CAP DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES RECUIREO FOR NARROWER DOOR WIDTHS. MRB 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. M ARE NOT IMPACT RESISTANT. CRT 6/6/07 P7 MOOIFED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR TRACK DETAIL SHEET 2. CRT 4/17/08 I IPe ADDED IMPACT INCREASED MAX HEIGHT TO 8'-9'. ADDED HIGH L%ALIFTANDROOFPITCH NOTE. CRT 7/22/08 P9 UPDATED TITLE BLOCK CRT PIO ADDEO LONG PANEL GLAZING OPTIONGLAZINGOPTION NOTE' (5) CENTER HINGES PER JOINT CRT 3/15/11 REWIRED ON DOOR WIDTHS GREATER THAN 12'-0'. (3) CENTER HINGES PER JOINT REWIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-O'. JAMB A S EDU ODOR HEIGHT NO. OF SECTIONS NO, OF JAMS BRACKETS EACH JAMB)JFATt,151. LOCATION OF CENTIERLINE OF JAMB BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL OIMEN90NS is 2') 7'-0' 4 6 13 01). 25-1 JB , 34 JB , 45-1 4 (0), 63 03 7'-O' 4 8 10 JB 21-3 4 J9 , 29-3 4 JEI, 42 JB , 63-1 4 JB5BJB , 1301 , 23JB , J4' JB , 47-1 4' 0 , 5B' JB , 67' 0 75 JB!i-0' S 8 JB , 10 JB 21-3 4' JB , 29-3 4' JB , 48 JB , 57-1 JB 88' JB , 75-1 JB ION LffT OOF PITCH NOTE BELOW NOTE JB) FOLLOWING DIMEN90M DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/h20X9/16' TRACK BOLT AND NUT. 0) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLAT. NO ADDITIONAL HARDWARE NEEDED ATTACK TO TRACK ALL DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLF) WIDTH 16'- 0' ALL 207.2 -230.4 W-O' ALL 181.J -201.8 12'-0' ALL 15&4 -172.8 10'-0' ALL 129.5 -144.0 wade® 09ton STATIC PRESSURE RATINGS DESIGN (PSF): + 25.90/-28.80 APPROVED SIZES MAX WIDTH. 16'-0' SCALE. N T.S. DATE SIZE A NAME TEST ( PSF): + 38.85/-43.20 MAX HEIGHT: 8'-9' DRAWN 3/8/06 GRT IMPACT/CYCLIC RATED (YES/NO)• YES MAX SECTION HEIGHT: 21' CHECKED 4/6/06 MRB MODELS 5120/ 6100/9100 SHEET 1 OF 2 ASION OF OVERHEAD DOOR COR PENSA9COLA, FLORIDA 3ON 2514eso) a4- 9e9a WINDLOAD SPECIFICATION OPTION CODE 0230 DRAWING PART NO. 318960 REV P10 13 CA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE FIXTURE ATTACHED TO WITIH THE (8) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR AND ATTACH THRU EN//D CAP AT WITHC IMP11 SCREWS /8• EACH END WITHSELFOR8IINCCRI1iPTilE 1SCREWS4CR7 / FOR STANDARD TRACK AND (3) / c 1/4-14x7/8' 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) 1/4-14x5/6' CRIMPTITETHE 8) PRE -PUNCHED HOLES EACH END USE MEWING HOLE IN SLIDE TOFACING UPWARD AND ATTACH THRU ENO PROPER ALIGNMENT OF ROLLERCAP AT EACH ENO WITH (2) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS 15 CA HINGE ATTACHEDEXC EEOW U-BAR PLACED OVER TOP WITH (4) 1/4-14x5/8' NO ON THE BOTTOM SECTION SHALL ONLY CRIMPTITE SCREWS (2 OFBE ATTACHED TMRU END CAP AT EACH WHICH ARE FACTORYENO WITH (1)1/4-14x7/8' SELF ORIWNG ATTACKED) C IMPTITE tEW LOCATED ON THE BOTTOM FLANGE OF THE U-BAR NOTE, WE TO CEARANCES REQUIRED TO 2' NYLON STORMCARDINSTALL SCREWS AT THE ENDS OF THE ROLLER WITH U-BARS ALL U-BARS SHALL BE 4-1/2' STEW INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U-BARS SEE ATTACHMENT NOTES ON THIS SHEET. 18 CA HINGE ATTACHED PLACE U-BAR OVER INTEGRAL RIB AND ATTACH WITH (6) 1/4-20x5/lr i CRIMPTITE SCREWS (2 OF WITH (2) 1/4- EWSCRIMPSCREWS 1HRU WHICH ARE FACTORY PRE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLEDrn INTO LOCATCH (1 THRU FLANGETOPLEAF. AND 1 OF WHICH IS FIELD INSTALLED OF U-BAR AND BOTTOM PRE -PUNCHED HOLE HINGE LEAF AND 1 THRU WEB OF U-BAR AND ITHRUN UINU-BAR DETAIL C INTEGRAL RIB OF SECTION) 12 CA BOTTOM BRACKET FACTORY ATTACHED WITH 'u J) 1/4-14x5 B' / CRIMPTITE SCREWS CE U-BAR OVER INTEGRAL FOB WITH NOT DOWN TO CLEAR BOTTOM BRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREW AS FOR IMPACT RESISTANCE. SHOWN AND USE (1) 1/4-14x7/8' SELF BOTTOM BRACKET MUST BE DRWNG CRIMPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM .• BOTTOM OF THE BOTTOM U-BAR AT U-SAR WITH EACH PRE -PUNCHED HOLE AT EVERY i2) 1/4-14x7/8' SELF DETAIL D HINGE LOCATION. USE (1) 1/4-20x'S/8' ORIWNG CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS DETAIL THIS SHEET. J(HN E. SCATES PE 3121 FAIROATE OR. CA161 LLTON. Tx 7SW7 FL PE 51737 Tx PC 3ww/F220.1 PROFESSIWAL OINYR'S SEAL PROMOEO CHLY FOR VERFIGTKW OF WNOLOAD OONSTRUCRON OETAILS 8x3/4' MIN STAINLESS SCREWS WITH STAINLESS BACKED RUBBER WASHERS 3-1/2' D.C.. MAX 1/8' BEAD GE ULTRAGLAZE SSG4000AC I ` STRUCTURAL SEALANT OR T FACER STEEL— - \ NON-STRUCTURAL DECORATIVE INNER WINDOW TRIM DETAIL E USED ONLY ON IMPACT GLAZED SECTION - 11 GA REINFORCEMENT BRACKET ATTACHED WITH (4) 1/4-14x7/8' SELF bMWNG ; CRIMPTITE SCREWS (2 THROUGH BOTH BRACKET AND U-SAR) ' DETAIL G 1 1/4-14x7/8' SELF DRAWING CRIMPTITE SCREW AT CENTER LINE OF DOOR THRU J-STRUT t OPERATOR BRACKET. NOTE, J-STRUT JL SCOW ONLY REQUIRED ON LONG PANEL AND IMPACT GLAZED ATTACH BOTTOM BRACKET TO BOTTOM U-SAR WITH (2) { 1/{-1{x7/8' SELF DRILLING CRIMPTITE SCREWS IMPACT BOTTOM BRACKET 5) SECTION DOORS WITH (6) 3. 18 GA, 00 KS U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN --- 4) SECTION DOORS WITH (5) 3% 18 CA, 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN DETAIL F UUBAA MNO 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACKED THRU PRE -PUNCHED HOLES WITH (2) 1/4-14x5/8' CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS AT EACH ENO CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND 0 THIS SHEET), (2) 1 4-14x5/8' CRIMPTITE SCREWS APPROXIMATELY MIDWAY B ENO OF DOOR AND INTERMEDIATE HINGE LOCATION. AND (1) 1/4-14x5/8' CBMPTITE SCREW APPROXIMATELY 8' FROM EACH ENO. FOR DOOR WIDTHS GREATER THAN l2'-0', THERE SHALL BE A TOTAL OF (20) SCREWS ATTACKNC EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (16 SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12--0'. THERE SMALL BE A TOTAL OF (16) SCREWS ATTACKING EACH U-SAR 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 1/4' POLYCAABCHAIE THE TOP OF EACH ENO USED FOR ATTACHMENT OF THE ROLLER SLIDES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH ENO USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING. ALL PRE -PUNCHED HODS IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-14x5/B' CRIMPTITE SCREWS. 1 18 CA U-BARS SHALL BE STAMPED '46' APPROXIMATELY B' FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES w® DESIGN (PSF). +25.90/-28.80 MAX WIDTH: 16'-0' TEST (PSF): +38 85/-43.20 MAX HEIGHT: 8'-9' 0 ton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: MODELS 5120/6100/9100 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 REVISIONS P4 CHANGES TO GENERAL FORMAT AND CHANGED U-BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER. CHANGED CENTER HINGE ITIFICATION METHOD IM COLORED PAINT TO MPED NUMBER. 3/8/06 ADDED SUPERIMPOSED ION PRESSURE LOADS SUPPORTING ROWER DOOR WIDTHS 1 5/10/06 ADDEO IMPACT STANCE TO DOOR. IED MODEL 6100. RFlED NOTE 8 TO TE THAT LOUVERS NOT IMPACT ISTANT. 6/6/07 CKET SCHEDULE FOR OPTION. ADDED LHR CK DETAIL SHEET 2. 4/17/08 ADDED IMPACT ISTANT GLAZING. IED TEXAS LICENSE IBER TO TITLE BLOCK. ACED LOUVER NOTE REASEO MAX HEIGHT 8'-9'. ADDED HIGH AND ROOF PITCH CK NOTE. 7/22/08 UPDATED TITLE BLOCK 8/26/10 ADDEO LONG PANEL ZING OPTION 3/15/11 SCALE: N.T.S SIZE: A GATE NAME DRAWN 1 3/8/06 GRT 21' ICHECKED1 4/6/06 1 MRB SHEET 2 OF 2 DRAWING PART NO. 1 REV WINDLOAD SPECIFICATION OPTION CODE 0230 I 318960 I P10 PLICE PLATE LOCATION SEE SCHEDULE 14" MAX I 12" MAX 12" MAX I 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. J0HN E. SCATES, PE 3121 FAIRCAIE DR. CARROLLTON, TX 75007 FL PE 31737 TX PE 56308/1`2203 , PROFESSIONAL ENGINEERS SEAL PROVIDED ONLY FOR VERIFICATION OF NINDLOAD CONSTRUCTION DETAILS. CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS 11 GA MIN CLIP SEE SCHEDULE — IspZ3 13 GA MIN CONTINUOUS WALL ANGLE kCK 1/4"-20 TRACK CARRIAGE BOLT H 1 /4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL 18'-0" 46.0 PSF/-52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF wage REVISIONS 2 2 INCH IACX-CUPS-TEXAS ALL ANGLE 12 FOOT DATED J 6/11/03 UPDATED FORMAT. CREASED ALLOWABLE 4ESSURES TO 46.00/-52.00 PSF FOR L DOOR WIDTHS. HANGED TEXAS WALL 9GLE* TO *CONTINUOUS ALL ANGLE'. ADDED JBSTRATE MOUNTING TAIL CHANGED TO TEN HD ANCHORS iT 4/2/07 TRACK CUP IEDULE 8/21/07 UPDATED MODELS ED IN CHARTS IATED SPLICE k CUP IEDULES. 9/06/07 UPDATE MOUNTING AIL DRAWINGS, 10/05/07 UPDATED CHARTS TO ONATE THE USE OF 08 CUP (REPLACED H /9 ACROSS THE UPDATED STEEL INTING DETAIL 104/11/OB EXPANDED 1-1/2- TO B' DOOR THICKNESS AT UP TO 14' HIGH. 12/11/08 UPDATED TITLE CK s/z/10 DATE SHEET 1 OF 2 DRAWING PART NO. I REV 307494 P10 2 3/4" t1" EDGE DIST 5/16" x 1-5/8" LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO2 MIN 3/16" THICK STEEL FOR MOUN WALL ANGLE E60XX MIN 1 8 2-24 1/8 V 2-24 SPF (G=0.42) OR TRACK CLI BETTER AT EACH 1/4-20x9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT k/ MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL n e CONCRETE MOUNTING DETAIL J014N E. SCATES PE 3121 FNRCATE OR CARROLLTON. TX 75007 FL PE 31737 TX PC 36300/F2203 PROFESSIONAL ENGINEERS SEAL PROVIDED ONLY FOR VERIFICATION OF "1NDLOAD CONSTRUC710H DETAILS. WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-2Ox9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY 2-1 2 THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SPLICEA # 7'-0" 7. 9. 9, 9, 9, 11 16 8'-0" 7, 9. 9, 9, 9, 11, 11 16 9' - 0' 7, 9, 9. 9, 9, 11, 11, 11 18 10'-0 7, 9, 9, 9, 9, 11, 11, 11, 13 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 2 2 14' - 0" 7. 9. 9. 9. 9, 11. 11, 11, 13, 13. 13, 13 2 2 MODELS 5200 8000 8024 8100 8124 8500 2 THICK DOOR HEIGHLATECLIP #'S FROM BOTTOM TO TOP SPLICE 7'-0' 5, 6. 6, 7, 7, 9 12 8'-0' 5, 6, 6, 7. 7, 9. 9 12 9'-0' 5, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7. 7, 9, 9, 9, 11 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'-0" 5. 6, 6, 7, 7, 9, 9. 9, 11, 11. 11 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 1 18 MODELS 6100 8300 8700 (1-3/8" TO 1-5 8 THICK D OR CLIP #IS FROM BOTTOM TO TOP SPUCELATE 7'-0' 4, 4. 4, 4, 5, 6 8 8'-0' 4. 4, 4, 4. 5, 6. 6 8 9'-0" 4, 4, 4, 4, 5, 6, 6, 7 8 10'-ON 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 MODELS 9100 9400 9600 9700 T866 (in THICK DOOR CLIP #'S FROM BOTTOM TO TOP SPEC PLATE # 7'-0' 4, 4. 4, 4, 4, 4 6 8'-0" 4, 4. 4, 4, 4, 4, 4 6 9'-0" 4, 4. 4, 4. 4. 4, 4, 4 6 10'-0" 4, 4. 4. 4, 4, 4, 4. 4, 4 6 REVISIONS 1 2 INCH TACK -CUPS -TEXAS ALL ANGLE 12 FOOT DATED J 6/11/03 S UPDATED FORMAT. CREASED ALLOWABLE HESSURES TO 4600/-52.00 PSF FOR L DOOR WIDTHS. HANGED TEXAS WALL VGLE' TO *CONTINUOUS ALL ANGLE'. ADDED JBSTRATE MOUNTING TAIL. CHANGED TO TEN HD ANCHORS 1T 4/2/07 I CHANGED FORMAT. DED MODELS 9B00 VD -24 WITH OVERLAY TRACK CUP HEDULE. IT 8/21/07 S UPDATED MODELS STED IN CHARTS DATED SPLICE k CUP HEDULES. P 9/06/07 i UPDATE MOUNTING TAIL DRAWINGS. IT 10/05/07 i UPDATED CHARTS TO 1MINATE THE USE OF HE /e CUP (REPLACED iTH /9 ACROSS THE ARD). P 10/24/07 EXPANDED 1-1/2' TO B' DOOR THICKNESS AT UP TO 14' HIGH. 12/11/08 ADDED MODEL 8700. HATED TITLE BLOCK 6/2/10 wa c® DATE NAME Dimon DRAWN 1 8/21/07 GRT CHECKED 8/21/D7 I MRB SHEET 2 OF 2 3395 ADDISON DRIVE PE" 850)A4 4- 32514 9890 DRAWING PART NO. 307494 REV. P10TRACKSUPPLEMENTCHART Florida Building Code Online Page 1 of 2 li i Regulation. fla Fbida DepMM(d eCIS 1lonla I Log In 1 User Registration I Ma voplcs I Submit Surcharge I Skits a Facts I Publrcatiom I FaC self I acts Site May I Links I Search PBusineAna4rofess l ro. aUSER: Public UProductserRegulation Product Aooraval Menu > HoEuet er Aoollutlen Seca > Application List > Application Oetell FL # FL1971S Application Type New Code Version 2014 Application Status Applied For Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated D Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext4644 Jonberrian® slbp.com Jon Behan Jonberrian® slbp.com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/ WDMA/CSA 101/I.S.2/A440 AAMA/ WDMA/CSA 101/I.S.2/A440 Method 1 Option A 02/ 16/2016 Year 2011 2008 I FL # I Model, Number or Name I Description I http:// www.floridabuilding.oriz/t)r/pr app_dtl.aspx?parani=wGEVXQwtDgtvA%2bxmzkl... 2/19/2016 Florida Building Code Online Page 2 of 2 1971S.1 I Series 2900/4900 Extruded Vinyl Single Hung Window Limits of Use Certification Agency Certtfleate Approved for use in HVH2: No FL1971S RO C CAC 2-4-16 CCL-_ist.odf Approved for use outside HVH2: 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 SWD002 SS 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 Sack next Contact (s :: I Nortih Monroe Street Tallahassee FL 32399 Phone: AS"7-1824 The State of Florlda Is an AA/EEO employer. Cadlridht 2007-2013 State of Florida.:: Privacy Statement :: AmnslDlllty Statement:: Refund Statement Under Rorlda law, email addresses are public records. If you do not want your email address reloased In response to a public -records request, do not send elects ntc mall to this entity. Instead, contactthe oftloe by phone or try traditional mall. It you have any questions, pleaso contaQ 850.487.139S. •pursuant to section 455.275(1), Florida Statutes, effective Ober 1, 2012, Ilcoraces licensed under Chapter 45S, F.S. mutt provide the Department with an emall addrrs If they have one. The emalls provided may be used for otlldal communication with the kensee. However email addresses are public record. 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 If you are a licensee under Chapter 4SS, F.S., please dick JIM. Product Approval Accepts: M Cie 4--- SAi=E hq:// www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl... 2/19/2016 INSTALLATION NOTES: L ONE (1) INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAAMUM = LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF tin INCH THE DEPICTED LOCATION 6 SPACING IN THE ANCHOR LAYOUT DETAILS I.E. Wm IOUT CONSIOCRATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NeXT. 4. SHIM AS REQUIRED AT EACH INSTA"nON ANCHOR WITH LOAD REARING SHIM(SL MAXMUM ALLOWABLE SHIM STACK TO BE 3/e INCH. SHIM WHERE SPACE OF TAB INCH OR GREATER OOCURS, SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BITTER. S. FIN UOTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE aB WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR Lod COMMON HATS OF SUFFICIENT LENGTH TO ACHIEVE 1-112 IN04 tANitAutA—Em—e—Eo—mE-N-r—iPWWOOD SUBSTRATE INSTALLATION SMALL NWNTAIN MIN. 3/e' EDGE DISTANCE. G. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE at SELF -TAPPING SCREWS, OF SUFFICENf LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL INSTALLATION SHAH MAINTAIN MIN. 3/Y EDGE DISTANCE 7. THROUGH FRAME INSTALLATION: FOR INSTAUATION INTO WOOD FRAMING USEa10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-IAMCI MINIM MILEMBEDMENTwTowooDSUASTRATE. B. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16INCH DIAMETER FrW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 WCH MINIMUM EMBEDMENT. INSTALLATION SMALL MAINTAIN MIN. 1 3/4' EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METALSTUD USE 1110 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM R NETAAI ON BEYOND METAL WALL 10. MINIMUM EMBEDMENT AND EWE 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 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: L THE PRODUCT SHOWN HEREIN 5 DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION 2014) FLORIDA BUILDING CODE (FBQ, EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA(CSA 101MLI/A44044til 2. ADEQUACY OF THE COSTING 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) SMALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCKINSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A UCENSEO ENGINEER OR ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVIQ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MEAAAFOADE FIER OR AM. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. WINDOW FRAME MATERIAL PVC 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOC(, DO NOT INSTALL 7, IN ACCORDANCE LATH THE STH EDITION PoC, W000WITH INSTALLATION ANCHORSCHORS INTO MORTAR JOINTS. EWE DISTANCE 5 MEASURMEASUREDCOMPONENTSSW BEEN PRESERVATIVE TREATEDFREEWEDGEBLOCKORMORTARJOINTINTOFACESHELLOFORSHALLBEOFADURABLESPECIESASDEFINEDIN BDUC CHAPTER 23. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 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 IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPEORED BY THE ANCHOR M4NUFACIURE0. LA. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF0.55. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM CAO WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSL 0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM CAD WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO PSI. L STEEL- MINIMUM YIELD STRENGTH OF 33 KSL MINIMUM WALL THICKNESS OF 47A MIL M0476' or 13 GAUGE). MIN.1/2• EW E DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS OF 1/16'. MIN, In- EWE DISTANCE. TABLE OF CONTENTS SHEET REVISION SWEET DESCRIPTION I INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL 6 HORIZONTAL SECTIONS CIMOUGH FRAMO 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 GLAZD46 DETALL MAX OVERALL SIZE OESUM PRESSURE MISSILE IMPACT RATINGWIDTHHEIGHT' 36' 4. O/x 35 / -35 PSF NON IMPACT 38• 66' O/x 50 / .50 PSF NON IMPACT 3e' 74' O/x 50 / -50 PSF NON IMPACT 3e' 7r O/X 35 / -35 PSF NON IMPACT 44' 6r O/X 50/.50 PSF NON TAPACT 46' 72' O/x 35 / -35 FSF NON IMPACT 4W e4' O/x 20/.20 PSF NON IMPACT 52' 7r O/x 25/-25 PSF NON EWACT 3w 53.75' O/x (ORIEL) 35 / -35 PSF NON IMPACT 4W 96' O/X (OM&) 20 / .20 PSF NON TMPACT 7r 62' O/xO/x 35 / .35 PSF NON IMPACT 7r Be O/X-O/X 35 / -35 PSF NON 2M ACT 76' 6e O/x-O/x 50 / .50 PSF NON IVPACT 76' 7r O/x_C& 50 / -50 PSF NON IMPACT 76' 7r O/x0/X 25 / -25 PSF NON IMPACT 60' 74' O/X-O/X 35 /.35 PSF NON IMPACT 96• 74' OA-O/x 30 / -30 PSF NON XWACT Too- 6r O/x0/XO/x 50 / -50 PSF NON UPACT we- 7r O/x-o/x-m 50 / -5o PSF NON IMPACT 111e' e4• I WXO/XO/x 25 / -25 PSF NON IMPACT Digitally signed by Hermes F Norero, P.E. Reason:I am approving this document FL#: FL19715 Date: 2016.02.03 09.40.44 -05'00' SilverUne byAndersen ao4 s.seeas orE MVMLD* UaIYE HWTNNaa1fN=NIaaMOa Z A A p3 +"'gg tZ Sad: m W cos m ca w C-) rY iF6 O V) Z O ZO w W ty O m ao 3. _3 O Nr V& M SWD002 EE' 1 OF b verLinoWIDTHA4M8EMAX. FRAME SIIbyArwcoTH4e• B E g E 4 4 1 y rw•eva.sa••a oK SR'&LD4114'E tne+wmoawrawaege q• vR1 alsltao F F f f F, S S 5 S v m O• c g 3 M M x 1 4 4 4 $ " S xxioZ . z O v O O J MAX. FRAME MAX FRAME w j Z HEIGHT 96° HEIGHT 96• w = i & mui QUALIFIED CONFIGURATIONS W o ARCH TOP CONFIGURATIONS FOR ALL 2901 l . + cc W < X. RATINGS• SINGLE UNIT CONFIGURATIONS Ix,r " W to 0 a A 0 A 0 1 5 1 5 Tm ELEVATION ELEVATION ZSINGLEHUNGWINDOW SINGLE HUNG ORIEL WINDOW O H c H MAX. FRAME MAX. FRAME WIDTH 96' WIDTH Los, W W S QUALIFIED CONFIGURATIONS 1 5 ARCH Tor CONFIGURATIONS FOR ALL 2M-4WZ RATINGS, TWIN UNIT CONFIGURATIONS f f S S F • o. • .O. F Z 4 4 c o o c .' b i 4 7 7 4 • 1 •• ••/ p n 6 MAX FRAME _ HEIGHT 74' _ • F MAX FRAME X. •x• •x d ri QQ HEIGHT 84° i y # PapO G u °' to A D N Z xg vZ90 = h ELEVATION o ELEVATION DwG la v TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW 5 / D 00 2 SHEET' 2 of 6 l l 2' MAX FROM CORNERS L If MAX. O.c. J I Il' MAX. O.G. 2' MAXFROM -{ 4 L 2' MAX. CORNERS I O.G. 4 L'2' CIA r MAX. FROM CORNERS NL 9 Sk4LLO IOS3.3004 61 2FROMMAX. AT AEA& AHOC.ED=L CORNERSATIif.AD.IAN1. A11y $L ANCHOR LAYOUT 6' MAX. 20' MAX. CORNERS O.C. 6' MAX. FROM CORNERS 20. O.C. L 6• MAX. FROMCOROm L ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 L 6' MA FROM CORNERS 1 xJ L 41/2' MAX O.C. ANCHOR LAYOUT NAIL FIN -TWIN SINGLE HUNG WINDOW 1' MAXFROM { 6. CORNERS I O.C. 6' MA O.0 Elmo I'MAX FROM —4 _6'MAX O.C. CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6' MAX. FROM F+ - 12 3 MAX. CORNERS O.C.O. 16 U 12' MAX O.C. ANCHOR STRAP V MA P/N 50-2995-2 CORNERS OM SEE SHEET 5 FOR OETAIS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW SilverLine 61/4TIdemm e s.oesas ow SILVEOL EM1YE Tw LMifW[CL W DUDE Ne cm usmo L a VI r w • o eim R Nip UJ M 9 d C a rm PIN coCO V1 aTDANCHORk;2 STRAP 50-2995-2 o v z SEE SHEET 5 FOR DETAILS 0W6 #: ANCHOR LAYOUT 5WD002 THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF fj CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 ZX WOOD BUCK BY OTHERS ZX WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER SEALANT O L BY OTHERS UNIT HEIGHT EXTERIOR SEE 6LA21NG DETAIL, SHEET 6 1 1/2' MIN. EMBEDMENT 3/8' MIX r EDGE DIST, L 1/4' MAX SHIM SPACE j SASH REINFORM INTERIOR SEE SHEET 6 FOR REQUIREMENT SEE GLAZIN DETAIL SHEET INTERIOR g VERTICAL SECTION 4 HEAD -Ix WOOD BUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR O.A. UNIT HEIGHT PERIMETER I I SEALANT y BY OTHERS 1/4' MAX EXTERIOR FINISH SHIM SPACE BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 3/8' MIN. EDGE GIST, ZX WOOD BUCK BY OTHERS SEE SHEET 6 FO CONNECTION DETAILS CAULK BETWEEN aL CONCRETE/MASONRY CONCRETE/ MASONRY 6 2X 1 1/2' MIN. BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT VERTICAL SECTION 4 SILL • Zx WooD BUCK NAIL FIN EXTERIOR OA UNIT WIDTH 1/4' MAX MIN. 3/8' EDGE DISTANCE SHIM SPACE 6 S MTN.3 THREADS 5 PENETRATION BEYOND 6 METAL STRUCTURE 08 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS HORIZONTAL SECTION 4 JAMB • METAL STUD NAIL FIN 1gAndersen wt+eew+. eeeas cwmtean¢ntvF mrwemoawmfu*"" ne pKl nnoo 8o Z N h C By {} WZ E; `b We 4 m i tvQr is oLu M iZ r S w m'u a a 0V) Z O tf W w N o T' •.. jyt UZ 0 o u h SWD1002 EET. 4 OF 6 10 WOOD SCREW — INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/MASONRY-- BY OTHERS PERIMETER SEALANT—/ BY OTHERS O.A. EXTERIOR / UNIT HEIGHT SEE6LAZIN6 DETAIL, SHEET 6 3/4' MIN. EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS EE SHEET 6 FOR I/4' MAX. CONNECTION DETAILS SHIM SPACE a ' SASH REINFORCING a SEE SHEET 6 FOR REQUIREMENT5 SEE GLAZING MIN. DETAIL SHEET 6 EMBEDMENT INTERIOR 1/4' MAX. - SHIM SPACE INTERIOR VERTICAL SECTION 5 HEAD - 2x WOOD BUCK THROUGH FRAME SEE 6L.AZING DETAIL, SHEET 6 1 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN 6 TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAPO.A. UNIT HEIGHT / ` L RIGHT FOR INSTALL. REQ. T 1/4' MAX. PERIMETER SEALANT r SHIM SPA BY OTHERS I SPACE EXTERIOR FINISH BY OTHERS a ., ' • • e PRECAST SILL r 9 „ e BY OTHERSOTHERS 3/16' 11'W TAPCON 4 eL M INSTALLATIONANCHOR e 1 3/4' MM• e EDGE DISTANCE VERTICAL SECTION 5 SIM-CONCRETE/MASOHRY THROUGH FRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN.1/2"EDGE DISTANCE 10 GR. h SELF' -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 1- 1PERIMETER SEALANT EXTERIOR BY OTHERS O.A. UNIT WIDTH F HORIZONTAL SECTION 5 JAMB - METAL TUBE/STUD ORAPPROVED MUWON THROUGH FRAME 5) # 14 PANCAKE HEAD SCREWS FROM 5TRAP TO FRAME, HOLES PROVIDED 4. 0000i-4.0000 TOACCOMODATE #14 DLA. 2. 0000 2.0000 0. 0620 0. L 0.7500(2)}•-+-3.0000(2)-T6.0000INSTALLATION ANCHORS FROM ANCHOR STRAP TO t 1/ 4" MIN. PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR EMBEDMENT REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/1V ITW TAPCONS PER STRAP, MIN. 1-1/4- EMBEDMENT, MIN. 1.3/4' EDGE DISTANCE. S. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, 61L5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4- EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. L-U2' EMBEDMENT, MIN 1• EDGE DISTANCE. SilverUne byMdersm w oeowo• 00000 as arm oe:vc wernuuKswm wenee rw•s 000 3 x Q M 8 g0 r N € o 66 Ye e1 SC Ski y<j i VK Z~ m`< NW V m Z <m C W CoaI'l 0 'c ' o 0 49 T j (tuu N co Z Y y < ry 0o a v h 5 of 6 SilverLine NOTE: byMdersm ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. r• o o r e. s •e• s INTERIOR OW m'VEN24E ° Nom wffilmaL w afm ne ORl•lemoo 5/8' O.A.1;.G. GLASS 2fom" ivi EXTERIOR INTERIOR EXTERIOR / / \ INTERIOR Lluc SMALL' FRAME 'LARGE' FRAME BITE 1/2. MIN. GLAS5 W C REINFORCING EX ERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. O/ 9 WJ a o Yauico < REQUIREMENTS 1/8' SETTING BLOCK / REQUIREMENTS i CLd VERTICAL SECTION /14'\ HORIZONTAL SECTION FF6MEETINGSTIIE6INMRMEDIATEFRAMEMUWONGLAZINGDETAIL1112G I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72. (O/X), DESIGN PRESSURE •/- 35 P5F 36 X 84. (O/X), DESIGN PRESSURE ./- 35 PSF 38 X 74, (O/X), DESIGN PRESSURE •/- 50 PSF 38 X 77, (O/X), DESIGN PRESSURE «/- 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/X-OM, DESIGN PRE55URE «/- 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE 4.50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE 4-50 PSF C- STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 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-O/X), DESIGN PRESSURE «/- 35 PSF NOTE: 1. LOCATION OF BUCK OR WINDOW AN040R5 MAY BE ADJUSTED TO MAINTAIN t' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.L. SPACING SPECIFIED I5 NOT EXCEEDED. Z BULK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4' ITW TAPCON ANCHOR 4' FROM CORNERS 16' MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 11/4- MIN. EMBEDMENT DG11/2' MIN. EWE DISTANCE 2' MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL V) Z O H o H W W LY o WW _ r tWo N xf Z DWG #: sw[)oo2 SHEET: 6 of 6 M WINDOW F DOOR MANUFACTURERS ASSOCIATION IOWDMAConformance Hallmark® Certificate of and License CCL X 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. AOminiwetieMaoagemen systcey, Inc. 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 E7251.01-109-47 5/21/2015 5/26/2025 2286mm x 1219mm (90 x 48) ' Type-HS; DP +30/-30 psf; Water Test Press 220Pa 4.59psQ 440-H-025.36 2900/4900170 Series 101II.S.2/A440-08 Class R-PG35; Size tested 914mm 2127mm 89241.01-109.47 7/17/2012 3/8/2017 9142127mm '(36x84 hyl-I 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 12/19/2016 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 101/I.S.2/A440-08 Class R-PG50; Size tested 914mm 1930mm NCTL-110-15665-1 5/24/2013 4/3J2017 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 6/7/2013 12l20/2016 ASTM E-1886-05 Cycle Pressure = +/-50psf 440-H-025.42 2901/4901 101/I.S.2/A440-08 Class LC-PG25; Size tested 1118mm 1905mm C7074.01 7/1/2013 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 (3.76psQ 440-H-025.43, 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size tested 965mm 1676mm C7074.01 7/1/2013 5/1/2017 965x1676mm' (38x66in'}Type H; Positive Design Pressure, DPj = 2400Pa:(50psf); Negative Design'Pressure DP) = 2400Pa (50psQ; Water Penetration Resistance Test Pressure = 360Pa (7.52psQ WD-20 10114109 Friday, May 13, 2016 Page 7 WINDOW R DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of dUsti INC. r mAdt IEWDMAConformance andLicense (CCL) 4C > system Inc. 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. 44 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size tested 1118mm 1575mm C7074.01 7/1/2013 5/1/2017 1118xl575mm' (44x62in'} Type H; Positiye Design Pressure (DP) = 2400Pa 50psf); Negative Design Pressure (DP) = 2400Pa 50psf): Water Penetration Resistance Test Pressure = 360Pa (7.52p" st) 440-H-025. 45 2901 101/1.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5/1/2017 1016xl829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-240013a (-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 7/1/2013 5/1/2017 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf): DP =-2400Pa (-50psf) 440-H-025. 47 29001mpact ASTM E-1996 121ASTM Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-2 7/1/2013 5/1/2017 E-1886-05 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-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 7/22/2017 1219x1829mm (48x72in}H; DP+30/-30; Water Pen. Rsist Test Pressure = 360Pa 7.52psf) 440- H-025. 50 2901/4901 101/1.S.2/A440-08 Class LC-PG50: Size Tested 965mm 1880mm D7075.01-109-47 1/14/2014, 2/24/2017 965mm x 1880mm • ( 38 x 74in') Type-H; DP +50/-50 pst Water Test Press 360Pa 7.52psf) 440- H-025. 52 2901/4901 Impact TAS 201/2021203-94 DP 8 Cyde Pressure +50/-50 52in 73in NCTL-110-16675-1 3/5/2014 2/20/2018 psf 440-H- 025. 53 2901/4901 Impact TAS 201/2021203-94 DP & Cycle Pressure +50/-50 38in 62in NCTL-110-16675-1 3/5/2014 2/20/2018 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 3l5/2014 12/12/2017 1321 x 1854mm (- 52 x 73 in.) Type-H WD- 20 10114109 Friday, May 13, 2016 Page 8 LWINDOW 8 DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of X`1> ems, nvc. Conformance and License CCLA°'°`°sndNv .'"`°` 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-025.57 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1575mm NCTL-110-16675-3 3/5/2014 12/1212017 965 x 1575mm (-38 x 62 in.)' Type-H 440-H-025.59 2901/4901 Impact ASTM E-1996 12/ASTM DP +50/-50 psf, Missile D, 1321mm 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/29014901 Single Hung Window 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm 2134mm D9957.01409-47 10/9/2014 8/6J2018 1219mm x 2134mm (48 x 84) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 440-H-025.62 29004900 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class R-PG25; Size Tested 1321mm 1829mm D9957.01-109-47 1019/2014 8/6/2018 1321 mm x 1829mm (52 x 72) Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 440-H-025.63 29004900 Series/29014901 Single Hung Window 101II.S.2/A440-11 Class LC-PG30; Size Tested 1219mm 1956mm D9359.01-109-47 1/28/2015 7/2/2024 1219mm x 1956mm (48 x 77) Type-H; DP +30/-30 psf; Water Test Press 260Pa (5.43psf) 440-H-025.64 29004906 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG35; Size Tested 1219mm 1829mm D9964.01-10947 1/29/2015 8/4/2024 1219mm x 1829mm (48 x 72)' Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440-H-025.65 29004900 Series/29014901 Single Hung Window 101/I.S.2/A440.11 Class LC-PG35; Size Tested 965mm 1956mm D9964.01-10947 1/29/2015 8/4/2024 965mm x 1956mm (38 x 77) ' Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440-H-025.66 29DO4900 Series/2901/4901 Oriel Single Hung 101/I.S.2/A440.11 Class R-PG20; Size Tested 1219mm 2438mm E5610.01 3/16/2015 4/13/2025 1219mm x 2438mm (48 x 96) Type-H; DP +20/-20 psi; Water Test Press 150Pa (3.13pso 440-H-025.67 29004900 Series/29D1/4901 Single Hung 101/I.S.2/A440-11 Class R-PG50: Size Tested 965mm 1676mm E5611.01-109-47 3/16/2015 7/2/2024 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/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1880mm E5612.01-10947 6/1/2015 9/8/2025 965mm x 1880mm '(38 x 74) Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) WD-20 10114109 Friday, May 13, 2016 Page 9 r—? WINDOW R DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of AMS, INC. WDMA Conformance and License (CCL) ' Adin'°'ma"`Y` systcros, Inc. j 4C > 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 29004900 Series/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1676mm E5611.01-109-47-rl 8/21/2015 2/25/2025 965mm x 1676mm (38 x 66)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psQ 440-H-025.70' 29004900/29014901 Single Hung 101/I.S.2IA440-11 Class LC-PG50; Size Tested 1118mm 1575mm E9219.01-109-47 1/15/2016 2/8/2026 1118mm x 1575mm (44 x 62)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf), 440-H-027.19 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2032mm 2134mm C1050.01-10947 12/28/2012 8/9r2016 2032x2134mm (80x84 in}H 440-H-027.20 2907TW/4907TW 101/I.S.21A440-08 Class R-PG15; Size tested 2286mm 1880mm C4709.01-109-47 1/31/2013 12/13/2016 22860880 mm(90x74 in}H 440-H-027.21 2900/4900 101/I.S.21A440-08 Class R-PG35; Size tested 1829mm 2134mm C9952.01-109-47 9/24/2013 7/24/2017 1829x2134mm' (72x84in')-H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43psQ 440-H-027.22 2902/4902 101/I.S.21A440-08 Class R-PG50; Size tested 1994mm 1524mm C7070.01-109.47 9/24/2013 7/22/2017 1994x1524mm' (79x60in')-H; DP+50/-50; Water Pen. Rsist. Test Pressure = 360Pa 7.52psQ 440-H-027.23 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG35; Size Tested 2032mm 1880mm C0328.01-109-47 2/5/2014 9/19/2017 2032mm x 1880mm (80x74in) Type-H; DP +35/-35 psi; Water Test Press 260Pa (5.43psQ 440-H-027.24 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm C0328.01-10947 2/5/2014 9/19/2017 1918mm x 1575mm (76x62in) Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psQ 440-H-027.25 2902/4902 Twin Single Hung Window 101/I.S.21A440-08 Class R-PG30; Size Tested 2426mm 1880 mm C0375.01-109-47 3/52014 1/18/2017 2426 x 1880 mm (-96 x 74 in.) Type-H 440-H-027.26 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG35; Size Tested 1829 mm 1575 mm D9358.01-109-47 1/27/2015 8/6/2024 1829 mm x 1575 mm (72 x 62) Type-H; DP +35/-35 psf; Water Test Press 260Pa 5.43psQ, WD-20 10114109 Friday, May 13, 2016 Page 10 WINDOW 8 DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of IOWDMAConformance and License CCL X Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amsce/t.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMS, INC. A°'°`°``"YA'°°`m`°` Synaru, Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 4406H-027.27 29004900129024902 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 psl; Water Test Press 180Pa (3.76psQ 440-H-027.28 29004900129024902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2032mm 1880mm E7252.01-109.47 5/12/2015 527/2025 2032mm x 1880mm (80 x 74)' Type-H; DP +25/-25 psl; Water Test Press 180Pa (3.76psQ 440-H-027.29 2900-4900 Series/29024902 Twin Single Hung 101/I.S.2IA440-11 Class R-PG25; Size Tested 1918mm 1956mm E7244.01-10947' 8/6/2015 9/8/2025, 1918mm x 1956mm (76 x 77)' Type-H; DP +25/-25 psi; Water Test Press 180Pa (3.76psQ, 440-H-027.30 2900-4900 Series/29024902 Twin Single Hung 101/1.S.2/A440-11 Class R-PG15; Size Tested 2184mm 2134mm E9218.01-10947 12/29/2015 3/27/2026 2184mm x 2134mm (86 x 84) Type-H; DP +15/-15 psl; Water Test Press 360Pa (7.52psQ 440-H-027.31, 290049=2902-4902 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 (7.52psQ 440-H-027.32 29004900/29024902 Twin SH (Finless) 101/I.S.2/A440-11 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 (7.52psQ 440-H-027.33 29004900129024902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG30; Size Tested 2426mm 1880mm F2252.01-10947 2/19/2016 10/21/2025 2426mm x 1880mm (96 x 74) Type-H; DP +30/-30 psl; Water 440-1-1-028.14 Test Press 220Pa (4.59psQ 2903/4903170 Series 101/I.S.2/A440-08 Class R-PG50;Size tested 2737mm 1575mm B643001 4/5/2012 12/16/2016 2737x1575mm (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 2900/4900170 Series 101/I.S.2/A440-08 Class R-PG30; Size tested 2718mm 1575mm C4710.01-109-47 2/19/2013 1/17/2017 2718x1575mm'(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 3/26/2014 3/22/2018 2737 x 1880mm (-108 x 74 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 11 WINDOW 8 DOOR tMM1UFACTURERSASSOCIAMON IMWDMA Hallmark® Certificate of AMS, INC. Conformance and License (CCL) Adtete soeusMeeggemeetlitSystans. tee. 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 # CentDate ExpDate 440-H-028.19 2900-4900 Series/2903-4903 101/I.S.2/A440-11 Class R-PG50; Size Tested 2737mm 1829mm' C0329.01-109-47 IIIM2014 2/21/2018 2737mm x 1829mm (108 x 72) Jype_H; DP`±50%50 psf; Water Test Press 360Pa (7.52psQ 440-H-028.20 2900/4900 Series 2903/4903 Triple Single Hung 10111.S.21A440-11 Class R-PG20; Size Tested 2743mm 2134mm E5617.01-10947 4/10/2015 4/14/2025 2743mm x 2134mm (108 x 84) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psQ 440-H-028.21 2900/4900170-2903/4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2737mm 2134mm E7250.01-109-47 8/21/2015 10/14/2025 2737mm x72134mm (108 x 84) Type-H; DP +25/-25 psf;-Water Test Press 180Pa (3.76psQ 440-H-028.22 2900-490012903-4903 Triple Single Hung 101/1.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 +30/-30 psf; Water Test Press 220Pa (4.59psQ 440-H-029.06 2907/4907 101/I.S.21A440-08 Class R-PG20: Size tested 1219mm 2134mm C1542.01-109-47 12/28/2012 9/5/2016 1219x2134 mm (48x84 in}H 440-H-029.07 4900/2900170 101/1.S.21A440-08 Class R-PG35; Size tested 1118mm 1524mm C7073.01-109-07 10/31/2013 511/2017 1118xl524mm' (44x60'in)-H; DP+35/-35; Water Pen. Resist Test Pressure = 260Pa 5.43psQ 440-H-029.08 2900-490012907-4907 Single Hung 101/1.S.2/A440.11 Class R-PG35; Size Tested 1016mm 1727mm E5613.01-109-47 313/2015 3/8/2025 1016mm x 1727mm (40 x 68) Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psQ 440-H-030.15 2900/4900 Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2032mm 1575mm D2935.01-109-47 1/14/2014 11/12/2017 2032 x 1575mm (80 x 62in}H; DP +20/-20psf; Water Pen Resist. Test Press = 150Pa 3.13psQ 440-H-030.16 2907TRI4907TR Series 101/I.S.21A440-11 Class R-PG20: Size Tested 2718mm 1880mm D5514.01-109-47 3/26/2014 516/2018 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 10114109 Friday, May 13, 2016 Page 12 WINDOW R DOOR r' MANUFACTURERSAMsoCIAMON Hallmark® Certificate of i Conformance and License (CCL) `' ti. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amsceii.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.21A440-11 Class R-PG35; Size Tested 1245mm x 2432mm (49 x 96) Type-SLT; DP +35/-35 psi; Water Test Press 260Pa 5.43psQ 101/I.S.2/A440-11 Class R-PG35; Size Tested 2734mm x 914mm (108 x 36) Type-TR; DP +35/-35 pst Water Test Press 260Pa 5.43psQ 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 It I-,V— John McFee, VP of Cerrification AMS, INC. Adminisvethe INImggcmeot System, Inc. CertDate ExpDate 11 /23/2015 4/27/2025 11/23/2015 4/27/2025 VDdM Hallmark By., At,14 Rhonda Schoiz authorized Representative, AMS If Program Sponsor. Window and Door Manufacturers Assoc 330 N. Wabash Avenue, Suite 2000 Chicago, IL 60611 TEL (312)673-0828 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.00m WD-20 10114109 Friday, May 13, 2016 Page 26 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 51h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certificate) Windows Single Hung Series 290014900 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 I — 4 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2016.02.12 12:20:17 -05'00' nES F• O i Z • . 0 . 7 TT a: 0'• C OP: Hermes F. Torero, 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 SO 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 51h 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 51" 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. S. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 A\\ A Perfect Solution in Every Drop Date: 12/15/2015 Certificate of Authorization: 29578 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: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B6430.01-109-47 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 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: FL#: FL19715 Date: 12/15/2015 Report No: 3947 Nailing Fin Installation: A. For two by (2X) wood frame substrate (Min. S.G. = 0.S5), 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. fc = 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 t 428=17 Florida Building Code Online jw:11•I ^J ySI:IMdAli h l• ' .___-._'• •'_ /. 4 Marr,tr'T :II• 'fit 1 r y , . _.. , .: , ' . •' ... ; : , x:r'i,: I :rr ixYi lErr:,: ' ...t SCIS Home I Log in I User Registration I Hot Topics I submit Surcharge I Stets a facts I Publications I Fee Stan I SCIS Site Map I Unkt I search FIlxida r 1 E Product ApprovalUSER: Public User e, A ,.. s••• :; rl-j:.h Product Awroval Menu > Product or Aoollatien Search > Aeellgltion tJst > Application Detail 11 gal+t.:l, ;GL••- FL # FL13192-114 c i!•if2:Kr' Application Type Revision Code Version 2014 I. Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email James Hardie Building Products, Inc. 263001a AI d Ste. 2S0 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardle.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardle.com a ,. , ... Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer ii Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By ]ohm Southard, P.E. rl Validation Checklist - Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards C ifl d B Standard ASTM C1186 ASTM E330 Year 2007 2002 en e y Florida Licensed Professional Engineer or Architect FL13192 R4 Eauly ASTM C1186 Eaulvalencv Slaned.odf https://www.floridabirilding.org/pr/pr app dg.aspxlparam=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 1/3 4/28/2017 I Florida Building Code Online j Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/17/2015 08/26/201S 09/07/2015 10/16/2015 summary of Products FL # Model, Number or Name Description I ;. • ., 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of use Installation Instructions Approved for use in HVHZ: Yes FL13192 R4 1I ER RIO-2553-15 Plank metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 II ER RIO-2557-15 Plank Shinale CMU.odf Impact Resistant: N/A FL13192 R4 lI ER RIO-2577-15 Plank to WSP Sheathing odf i• Design Pressure: N/A FL13192 R4 lI Install CemPlank Sidino.odf Other: For use In HVHZ Install In accordance with NOA IS- FL13192 R4 lI NOA 15-0122.04.odf 0122.04. Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FI 13192 R4 AE ER RIO-2SS3-15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-1S Plank Shinale CMU.odf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing odfr•. i.. '' •; FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes t'; 13192.2 HardlePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ,, Yes FL13192 R4 II ER RIO-2SS3-1S Plank metal wood.odf Approved for use outside HVHZ-'Yes FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.odf Impact Resistant: N/A .. FL13192 R4 If ER RIO-2577-IS Plank to WSP Sheathlna.odf FL13192 R4 It Install HardlePlank Sldlna.odf . Design Pressure: N/A Other: for use In HVHZ Install in accordance with NOA 15- 4 FL13192 R4 11 NOA 15-0122.04.odf 0122.04, Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.odf FL13192 R4 AE ER•RIO-2557-15 Plank Shingle CMU.odf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing odf FL-13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement Individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R4 II ER RIO-2555-15 Shingle metal wood_.odf Approved for use outside HVHZ: Yes FL13192 R4 It Install Hardie5hinale Sidlna.odf Impact Resistant: N/A Verified By: Intertek Testing Services NA Ltd. Design Pressure: N/A Created by Independent Third Party: No Other: Evaluation Reports FL13192 R4 AE ER RIO-2555-IS Shingle metal wood.odf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber cement notched shingle panels (straightedge, Istaggered edge, half round edge) Limits of Use Installation Instructions i Approved for use in HVHZ: No Kum R4 n ER RIO-2555-15 Shinale metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 11 ER RIO-2557=15 Plank Shlnule CMU_ndf Impact Resistant: N/A FL13192 R4 II Install Hardle5hlnale Sidinn.odf Design Pressure: N%A Verified By: Intertek Testing Services NA Ltd.' Other: Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2555-15 Shinale metal •wood.odf L13192. 114 AE ER RIO-25S7-15 Plank Shingle CMU.odf Created by Independent Third Party: Yes 13192. 5 Prevail Lap Siding fiber -cement lap siding Umits of Use Installation Instructions Approved for use in HVHZ: Yes EL33192 R4 II ER RIO-2553-15 Plank metal wood.odf httpslfwww. floridabullding.orglor/pr ppp Otl.aspx?param=wGEVXQwtDgtsk*/*Z u47ogxmaHRnHII04CXwhKRgKDf7RrxWwZsbgMA3d%3d 213 4/211=17 Florida Building Code Online Approved for use outside HVHZ Impact Resistant: N/A Design Pressure: N/A Other: For use In HVHZ Install In 0122.04. Yes accordance with NOA IS- FL13192 R4 II ER RI0-2557-1S Plank Shlnale CMU od FL13192 R4 11 ER RIO-2577-1S Plank to WSP Sheathlna.odf FL13192 R4 11 Install Prevail Lao Sidlna.odf FL13192 R4 II NOA 15-0122.04.odf Verified By: lntertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports EL13192 R4 AE ER 1110-2553-15 Plank metal wood.odf FL13192 R4 AE ER RI0-25574S Plank Shingle CMU.Ddf FL13192 R4 AE ER RIO-2577-15 Plank to WSP SheathinD.Ddf FL13192 R4 AE NOA 1S-0122.04.odf Created by Independent Third Party: Yes Contact us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-467.1824 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 8S0.487.139S. *Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalis provided may be used for official communication with the licensee. ftowever email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick b=. Product Approval Accepts: Credit Card Sate httpsl/www.0oridabLdlding.orglpr/pr epp dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47oqxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 3I3 Florida Product Approval HardiePlank° Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. a HardiePlank9 A >o Lap Siding JamesHardie EFFECTIVE SEPTEMBER 2013 INSTALLATION REQUIREMENTS - PRIMED &COLORPLUS11 PRODUCTS Visit mmiamffAuie.mmfor [he most reowtversion. SELECT CEDARMILL° • SMOOTH • CUSTOM COLONIAL'" SMOOTH • CUSTOM COLONIAL" ROUGHSAWN CUSTOM BEADED CEDARMILL° • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT FAILURETO INSTALLAND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE' PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE"" APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keep dry and covered prior to Installation. Installing siding wet or saturated may result In shrinkage at butt Jolms. Carry planks on edge. Protect edges and corners from breakage. James Hardie Is not msponsltlo for damage caused by improper storage and handling of the product. `_ Full —irk OUr000Fi,S INDOORS 1. Prt ft cutting Gallon fD tKil wkhdwll blowdust away from user 1. Cut Onnly using score and snap. a shears (manual, electric or pneumatic). and cihels h area. 2. Position cubhg station In well -vardated area 2 Use one of the lofoving metes a Best: L Sew and snap L Smears ( rand, electric or pneumatic) - NEVER use a power saw Indoors It. Better: 1. Oral reducing dreular sawea}illped will a - NEVER trna a dollar saw blade that does not ca y to Hidle8lade saw blade trademark HadeBlade'saw blade and 10A warasm ebractim NEVER dry sweep — Use wet suppression or HE -FA 'Alc um G Good L Oust rmucYq circular sawwth a Hardiefto saw blade my use tar low to moderate adllng) UnpodantNOW- For maocirnm11MIOC UllINOtavptebfedudpmAtcu*JamesM&recommerdsalwvaysushg11mr-letetaMhgmottodswherefeasible. MOSH-approved respirators tan be used In conjunction with abm crating prackes to further mduce dust a pasues Adllerd aPVJre hromatbn Is available at www imeshardle. 00rn to help you debmire the most appropriate cutting method for yoorlob requimmems, ti concern Gill exists about exposure levels or you do not Owo wilh die above pmdca, you should akvays contslta qualified indrsital hygienist or cantad,femrs Hartle for haler Information. GENERAL REQUIREMENTS: HardiePlank' lap siding can be Installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished appliedtion. Information on Installing James Hardie products over loam can be located In JH Tech Bulletin 19 at my. lamehardle.com A water -resistive barrier is required In accordance With local building code requirements. The water -resistive barrier must be appropriately Installed with penetration and junction flashing In accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardleWrap• Weather Barrier, a non -woven non -perforated housewrap', which complies with building code requirements. at When Installing James Hardie products all clearance details in figs. 3-14 must be followed. Adjacent finished grade must slope away from the building In accordance with local building codes - typically a minimum of 6" in the first 10'. Figure 1 Double Wall Single Wall Do not use HardlePlank lap siding In fascia or trim applications. Construction construction Construction Do not Install James Hardie products, such that they may remain In contact with standing water. water{eolstive barter err-h bracing HardiePlank lap siding may be installed on flat vertical wall applications only, pdyhvood or 24-o.e.max. For larger projects, including commercial and multi -family projects, where the span of the OMshat ahg r wall Is significant In length, the designer andfor architect should take Into consideration the --' coefficient of thermal expansion and moisture movement of the product In their design. these values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie' Siding Products" at www.JamesHardie.com. I DO NOT usestain, oiltallryd base paint, or powder coating on James Hardlo® Products. INSTALLATION: JOINTTREATMENT One or more of the following joint treatment options are required by code (as referenced 2009IRC R703.3.2) A. Joint Flashing ( James Hardie recommended) B. Caulking' (Caulking is not recommended rs for ColorPlus for aesthetic reasons as the Caulking and ColorPlus will weather differently. For the same mason, I1asl°ig do not caulk nail heads on ColorPlus products.) H C. "H" Jointer cover Figure 2 Nail line Of nail ad line Is not present place fostenor between 3/ 4" 81' from top of plank) Instal planks In moderate mhdaet at byll Ids wdtebarrier vo fastener Instal a 1 1/4" starter strip to ensure a consistent plank angle leave appropriate gap between plaNa and trim, then cauk^' Note: Feld painting over caulking may produce a sheen difference when compared to the field palmed PdmePlus. 'Refer to Caulking section in these Instructions. r For additional information on HardieWrae Weather Banter, consult Jaynes Hardie at 1-666.4Hardle or www.hardle•Nran.com James Hardie° products contain iesoratl a crystalline sllca, %%I*h Is kawn to the State of Cailomia to mtse carver and Is conWerod b/ RK and h10SH to be a cause of carver from some eocupalbml sources. emitting emessive amounts of tesphobk sgco dust can mice cause a dlaabing and potentlaW fatal lung disease called sllkasb. and has been linked with other diseases. Some studies suggest snaNhg maayy Inactive these rdla Outing trrualladen orhanding:01 work In outdoor seas with enple venlllaton; (2) use filler ccm:rt shears forculling or, whom not fesshle, use a Hardlr8lnde° saw hh(b and dull -reducing circular sort attached to a HEPA vacuum;(3) worm others In the immorla to area; (4) wear a propory-fitted. M091-spproved dust mask or rapists (e.g. N95) In accordance with applicable government regublloos and nunufacturcr Insuuclions to fume Mail raplabb slice Wsurm During d®n-up, use HEPA vacuums or wet cleanup methods - rover Or owreep. for funhor Inlermadon, refor toour invtalatm hstructbreand Mate(U ,story Data S heel avafabte al vmw.Iames hardle.can er by raRng 1.800.OHN101E (I.800-942.7343). FALl1RE TO ADHERE TO OUR W/JWNGS, MSOS, AND INSTALLATION INi7FUCTIONS MAY LEAD TOSerIOLISPERSONALINJURYORDEATH. Gams h1S11119-P1/4 6/13 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding Z-Flashing - jAs re uired ` bYIH code 1,r In 4 x 4" *. Do not caulk J Figure 7 l Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle O ® Bel hing- Z-Fli shng Min. Y" InW In : 4" Extension e41W, FASTENER REQUIREMENTS kk Blind Nalling Is the preferred method of instalation for HardlePlanke lap siding products. face nailing should only be used where required by code for hkjh wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repalr). Pin -backed comers may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing Siding nail (0.09" shank x 0.221" HD x 2" long) 11ga. roofing nail (0.121" shank x 0.371" HD x 1.25" long) Screws - Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" long x 0.375" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F Panelfast" nails or equivalent (0.10" shank x 0.313" HD x 1.1/2" long) Nails must penetrate minimum 1/4" Into metal framing. OSB minimum 7116" 11 ga. roofing nail (0.121" shank x 0.371 " HD x 1.75" long) Ribbed Wafer -head or equivalent M. 8 x 1 5/8" long x 0.375" HD). o.c2,mm1 Figure 15 FACE NAILING Nails - Wood Framing 6d (0.113" shank x 0.267" HD x 2" long) Skiing nail (0.09' shank x 0.221" HD x 2" long) Screws - Steel Framing Fibbed Bugle -head or equivalent (No. 8.18 x 1-518" long x 0.323" HD) Screws must penetrate 3 threads Into metal framing. Nails - Steel Framing ET & F pin or equivalent (0.10' shank x 0.25" HD x 1.12" long) Nails must penetrate minimum 1/4" Into metal framing. OSB minimum 7/16" Skiing nail (0.09" shank 0.221" HO x 1-1/2" long)' Figure 16 Minimum overlap r'-- for Both Face and Blind Nailing ' Nall We i i Blind Mail3/4--1- min. 1 114' J- overlap valor Roel+eve . 1114 MK sonler 1i overlap — 24- JO.C. max 1 1 1/4" Mn. aP lace nal weter•leeleWa f barrier Laminate sheet to be removed immediately after installation of each course for ColorPluso' products. When face nailing to OSB, planks must he no greater than 91 /4" wide and fasteners must be 12" o.c. or less. Also see General fastening Requlrements: and when considering ahemative fastening options refer to James Hardie's Technical Bulletin USTB 17 - Fastening Tips for HardePlanko Lap Siding. HS111194W4 6113 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is rot responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when Installing James Hardie products near the ocean, large bodies of water, or In very humid climates. Manufacturers of ACO and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTdm Tabs to preservative -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and In accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5. Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specllied design wind loads. NOTE Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services If your are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A ) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk rill nall hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nall). NOTE: Whenever a structural member is present, HardlePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. y ro ME PNEUMATIC FASTENING James Hardie products can be hand nalled or fastened with a pneumatic tool. Pneumatic fastening Is hbhly recommended. Set air pressure so that the fastener is driven snug with the surface of the sliding. A gush mount attachment on the pneumatic tool Is recommended. This will help control the depth the nail Is driven. If setting the pall depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). En /IZ!, 0countersunk LLYYWN fill &add nail snug flush DO NOT DO NOT Figure A Figure B under drive nails staple PAINTING I00 NOT use stain, olValkyd base paint, or powder coating on James Hardie•' Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended it the siding Is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomertc Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS's TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should he taken when handling and cutting James Hardie® ColorPlus® products During installation use a wet soft cloth or soft brush to gently wipe off any residue or Construction dust left on the product, then arise with a garden hose. Touch up n1cks, scrapes and nail heads using the ColorPlov Technology touch-up appllmlor. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardlePlank• lap siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges Into trim where possible, and caulk. Color matched caulks are available from your ColorPlus• product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warn! the usage it third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hartle touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS11 TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface Is clean, dry, and free of any dust, din, or mildew Repdming Is normally not necessary 100% acrylic topcoats are recommended 00 NOT use stain, otValkyd base paint, or powder coating on James Hardle® Products. Apply finish coat In accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HS11118-PY4 6/13 ro, COVERAGE CHARTIESTIMATING GUIDE Number of 12' planks, does not Include waste COVERAGE AREA LESS OPENINGS I HARDIEPLANKe LAP SIDING WIDTH so 5114 6114 7114 71/2 8 8114 91/4 9112 12 1so=1oos0Ill exposure) 4 5 6 61/4 6314 7 8 81/4 10314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 5o 48 44 43 38 38 28 4 100 80 67 64 59 57 50 5o 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 98 89 86 75 75 58 7 115 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 I, 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 18 400 320 267 256 237 229 200 200 149 I' 17 425 340 283 272 252 243 213 213 158 k 18 450 360 300 288 267 267 225 225 167 III 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart Is meant as a guide. Actual usage Is subject to variables such as building design. James Hardle does not assume responsibility for over or under ordering of product. II IRECOGNITIONAn accordance with ICC•ES Evalusion ftepod ESR•22011, HaidlePlan* lap slang Is recognized as a sulahlo allemale to thal spedled on: the 2006,2008,820121olernallonal Resloendal Code nor Ona- ard Two-family Oeemngs, and the 2008, 2009, 8 2012 Intemallond Bdldlog Code,. HardtePlank lap slding Is dso reaogntzed far appica0m In the lo0oaring: Cky of Los Angales Research Report No. 24882, State of Florida lbdng W899, Dade County, Florida NOA No.024728.02, U.S. OepL of HUD Materials Release I Me, Tams Oeporknert an Insurance Roand Evaluallon EC-23, glyof New Yark MPA 22341, and Cafdomla OSA H4011 These documents ehoukl also be consulted for additional information concerning the suilabildy of this product for specificapplralions. 02013Jams Had@ BulkIN Products. All rights maenad. Additional Installation Information. TM, and 4denote trademarks or ed trademarks of James Hard' aTednobgyLimlled.iisaraglsteradtrademark Warranties, and Warnings are available at JamesHardie of JamesHandleTedurologyLlmlled. Www.jameshardie.00m Panelfesl Is a registered lrademedc of ET6f fastening Systems, Inc. HS11119•P414 6113 MIAMI-DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY ANb ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE AD&UNISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w vw.minmidade.eov/economy James Hardie Building Product, Ine. 10901 Elm Avenue' Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable roles 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 (AI-i7). 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 heroin, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, Cem.Panel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSofftt Panel; Installation Details Wood/Metal Stud Construction", sheets I through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A. permanent label with the manufacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1.710.9.2 and 1710.9.3 on soffit' panels. RENEWAL of this NOA shall be considered after a renewal application has been riled and there funs 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 providcd.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 013-0311.07 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrer•a, P.E. MIAMFDAOE COUNTY NOA No. 15-6122.04 Expiration Date: May 1, 201.7 Approval Date: April 9, 2015 03/301 p/S PH& 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted tinder NOA # 13-0311.07" L. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Submitted under NOA # 13-0311.07" 1. Test reports on 1) Unifonn Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report Nb. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted ituder NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3.. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5`h edition (2014) FBC issued by Ronald I.Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. O3/3o1Z015 Carlos M.• Uirera, P.R. Product Control Exaininer NOA No. 15-0122.04 Explration Date: May 1, 2017 Approval Date: April 9, 2015 1; -1 t llI WALL rarift M 1REiAILA ALL LENGTH Stud Spacing at IV QC, 3/8' Minimum Nabs at 16" O.C. Distance SheaftV fastener, as described in Note 1 Panel fastener, as described in Note 2 1 HardiePanel, Cempanel, Prevail Panel Siding 1 Water -resistive barrier per r— Florida Building Code Section 14042 5/8" thick 15 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 23223 z' X 4" S-P+ Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. PR0009rDE,—_M 10_0 SEE HardiePan . Cempanew & DETAIL A Prevan Panel Siding materials are 518' nonasbesWs fiber-camerd products Aids 15 ply APA ratedtesW in accccd im with ASS phv4wd sheathke in C1186 Grade it Type A and meeting acmdarim with Rorida the requirements of the Florida Buldrrg Code Seddon gLdkfing Code. 23= PANEL D M E"N_S.IOAIS Width Length Thickness barrier per Florida 48,9,10' 5116" Braiding Code Section 14042 Gil2UGil PR 2' X 4' S-P-F tnstallation Design Pressure Wood SbudS -76 list Wood studs HardiePaml, B-B Cempanel, impact Resistant — Planks installed over 5/iy'thick / 5 ply FC ON APA rated plywood sheathingPrevailPanel Siding HARDIEPMECEMPANELy tVA Rk NEI SIDIWG llLTALLRi1Lt0 f D 4S A11 installation shad be done in conformance with tliis Notice of Acceptance, the manufacturer's installationrecommendations, and the applicable sections of the Florida Building Code. WoodstudswhereHardiePanel, Cempanel, Prevail Panel Siding will be installed shag be designedbyanEngineerorArchitectpertheFloridaBuildingCodeandtherequirementsof this N OA (Note1] Sig' thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 23ZL& plywood sheathing supported ThesidingpanelsshallbeinstalledoverSititck15plyAPAratedby a minimum of OW S-P.F wood studs spaced a maocmum of 16' O.C. Note21Thesidingpanelfastenershallbea2' long. 0.223" head diameter. 0.M' shank diameter, corrosion resisfar4 siding natt the fasteners shad be spaced at 6" O.C. at panel edges andintermediatestuds; the fasteners shall be driven through the SW thick 15 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fastenersshallhaveaminimumedgedistanceof30and a minimum clearance of 2" from comers. HARDIEPANEL, CFMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION lames Hardie Bulding Products, bw- 10901 Elm Avenue Fontana, CA W337 r ova No A PNL-PLK-SOFF 1 Creator. E Gonzales SCALE: 12' = t 4rI Oaw 4,242013 IsrET 1 OF 12 Fastener Spaano per Florida 1 Building Code Section 2322.3 f III. PQE•7pCr tEKSaID o g fac•ih>id ulo -D 2 Prod Gbaad Fastener Spacing per Florida Budding Code Section 2322.3 I I. i p(ZpDucrBSVISFA _ CO@$ wl ibC Field& 9rrsppmm tab la-G /I• a'7 • 6 I?rodactc.ansld . FRAMING, NOMINAL 2" X 4" S-P-F WOOD STUDS 16" 0_C. FASTENED WITH-3-11716d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALLAND SOFFIT FRAMESARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHI=ATG. It NOMINAL SW THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 23223 TTHEANEL IS FASTENED WR'H r LONG, O.=' HEAD DIAMETER, 0.092" SHANK DIAMETER CORROSION RESISTANT SIDING NAILS, PLACE NAILS 6' O.C. AT PANEL. EDGES AND INTERMEDIATE STUDS I• I ` V -o q AV ScoR ONpSri.,... Cladding Framing Sheathing 13 FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLA710M DETAILS WOOD STUD CONSTRUCTION fames Hardie Building Products, Ina 10901 Elm Avenue Fontana, CA 9=7 31hone: 9095 -6300 s¢e Fsaruo DM NO Fax909427- 0634 A PNL-PLKSOFF Gr eaior E Gorv81e5 scru a 1" = r-o' • Date: 424/2013 SNW 2 OF 12 t tb WALL AEI9l4B rhefbrib ALL LENGTH Stud Spacing at 1G' O.C. e—_ l I No 31W Minimum N E& SEE QQJCT C)ESCRIPTO( Hardiefanet®. CempaneM, & PtevailO DETAILA Panel Siding materials are nonasbestos 1. 6V thick 15 ply APA rated fiber -cement products tested in plod fastened accordance vAh ASTM C1186 Grade IL metal studs as desknbed Type A and meeting the requirements Of to the Florida Building Code. in Notes I NE_L_D_L111lQNS i I" Water4esative Width U"M Thickness N0. i DanierperFlorida 4' 8,9,10' S/16" Sulding Code Sectiont4042STATEI J_Ct I U_ I-M G Design Pressure+ F Installation 1 8• Metal Studs •104 psf C Metal CsetudQRIQ UNj Li HartiiePanel, Impact Resistant— S QN-J Cempanel, Panel instilled over he thldk 15 Ply Prevail Panel APA rated plywood sheathing Distarme Nails at 6" O.C. (typ.) S.kfing Sheathing fastener, as described in Note 1. Panel fastener, as described in Note 2 HardiePanelO Sung Water -resistive barrier per Florida Building Code Section 1404.2 iAI Q1FpZ E CE IIPANELsP,EVAILPANEL SIDWGINS LLAT.1_O_N_D_ET_/11.S All install shall be dorms in conformance with this Notice of Acceptance, the manufactumXs installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiepaneL Cempa»el, Prevail Panel Siding -will be installed shall be designed by an Engineer or Amhited perthe Florida Building Code and the requirements of this. N.O.A Note 11 5/8" thick 15 pyAPA rated plywood sheathing shall be attached to metal studs at 6'00 at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-114" long bugle head screw The siding panels shall be installed over 50 thick / 5 ply APA rated plywood sheathing supported by a minimum 20A Nominal 35/8" X 1-5/8" Metal C-studs spaced a maximum of 160- O.C. Note 2) The siding panel fastener shag be a minimum No. 8-18, 0.316" head diameter X i-W long' ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal 1mmingD; the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs the fasteners shall be driven through the 518" thick /5 ply APA rated plywood sheathing into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3V and a minimum dearante of 2" from comers. LSW thick 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1. 20ga, 35/8"X 1-5/8"Metal C-stud 909.356&'i0CThewaliandsoffitframesaretobedesigned1!P!honva. 809-427-0634 by the ArcKded or Engineer of Record in compliance with the Florida Building Code. Creator. E. Gonzales HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTIO N James Hardie Building ProduM Inc, 10901 Elm Avenue Fontana, CA 92337 a2E FSU NO MVG No REV q PNL-PLKSOFF ALE' 12' =1-0' Date: 4242013 DW 3 OF 12 T 6.00in. as rwu!!'' l U7 Ee&nrw--Q _ _ STEEL STUDS ' NOMINAL 2D GAUGE• FASTENED WITH 5V WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE g N%%. i NOMINAL SW THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT G OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-98, 0.315° HEAD DIAMETER X 9-' X LONG BUGLE HEAD -SCREW CLADD_ITJG THE PANEL IS FASTENED WITH NO.8-18, 0.315"' HEAD DIAMETER X 1-SM- LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6' O.C. AT PANEL EDGES AND !NTERMEDIATE STUDS Cladding Framing II I Sheathing II I•I II II I I I • I . = 'O9' STATE OF ON IONS FOR DIAPHRAGM ACTION GRAVITY LOAD ARE FOR METAL NOT PART AND APPROVAL (MUST PROVIDWOODSTUDS, PROVIS E ALTERNATE PROVISIONANDOR THESE LOADS) HARDIEPANEL, CEMPANEL PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION lanes Hardie Building Products. I'tc 1D901 Bm Avenue Forilana, CA 92W Phone: —Row4 4o o W PNL-PLK-SOFF 1 Fax 909-427-0634 A 624/2013 sx r a OF 12 Creator. E Gonzales scAuE 1' = i'-0' Date: Stud Sparing at 16" O.C. Bf Tii I.I ii !; i li as WALL I Si is i li• LL B f-= s/4" Minimum Edge Distance Qi Sheathing fastener, as described in Note 1 Hails at 16" O.C. (iyp.) '•,i i' Siding fastener, as described in Note 2 HardiePlank, Cemplank Prevail Lap Siding Water -resistive barrier per Florida Building Code Section 1404.2 y 5/8" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X V S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE MoAuja D_=_SCRIEPON DETAL A HardiePlanW, Cemp12111C9. & Prevail6l Plank lap Siding materials 518"thick 15 ply APA are nonasbestos fiber -cementproductstested !A accordance withratedplywoodASTMC1186Grade11, Type A a-nd st>eain in meeting the requirements of the viNt Florida Building Code. Florida Bwld+ng Code i I Section 2322.3 N _ hp1OE&jjE—L W Vvatrs-t va barrier per Florida Width Length Thickness Sq..1/Y 1r 5/16" Bummg Code Section 14042 DESIGNjtFSSS P NG YX 4•S.P-F Installation Design Pressure Wood Saris Wood Studs -92 psf Lap Siding Impact Resistant - Planks installed over SW' thick / 5 ply B-B 1-V4'tso X 5/16" APA rated plywood sheathing thick starter strip i 4R4P_LA 11C CuIP_LgN.K, Pit!I LA SI4ANGJ S A4A.QN.p!A_II All installation shop be done in corrfomtanoe with thts Notice of Acceptance, the manufardurerisinstaltionrecommendations, and the applicable sections of the Florida Building CodeWoodstudswhereHardiePlank, Cemptank, Prevail Lap Siding will be installed shall be designed by an F gineer orArohitect per the Florida Building Code and the requirements of this MOANote1] S/8" thick! 5 pty APA raped pljrovood sheathing shall be attached to the studs in accordance with Florida Budding Code Section 23223. Planks shall be applied horizorMy commencing from the bottom course of the wall with 14W vAde laps at the top of the plank such that the exposure area of each plank is s 8-1/4" vertically. Mote 21 The siding fastener shall be a 2-112' long. 0.223" head diameter, 0.092" shank diameter, corrosion -resistant siding nag; The siding is fastened S 8-1/4" O.C. vertically and 15' O.C. horizontally, fasteners are driven into wood studs through SM" thick 16 ply APA rated plywood sheathing. fastenersareplacedintheoverlappingareaapprcoarnately3/4' from the bottom edge of the overlapping plank Vertical joints shall be placed -over studs. The planks shall be installed over 5W thick / 5 ply APA rated plywood sheathing supported by a minimum of 2' MC S-P-F wood studs spaced a mmdrnum of 18. O.C. Fasteners shall have a minimum edge distance of Mr. HARDIEPLANI , CEMPLANY, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Budding Products, Inc. 10901 Elm Avenue Fontana, CA 92337 rrn" tic. Q..— — 1 Fax 90g-427-OM4 A PNL-PLKSOFF Creator. E Gonzales ISCALE 11r =11-0" - Date: 4/24/2013 ; r E7E 5 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 0.75n I. Fastener Spacing per Florida Sodding Code Section 23223 0 wi*001krift in. Cladding Framing Sheaftg Sd2SIR By yfwe ieFn otxCaabsi etoo i}ieQwif fFleddtr Cl I •' ,,,'' i No. sF = 121 sy Roe.ararral STATE OF C 0.c' NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED O At ` WITH 3-11T 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTIOMSOFFIT rj+ FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND Gi(fffY LOAD ARE THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 518" THICK/ 5 PLY APA RATED PLYWOOD SHEATHING'FASTENED IN ACCORDANCE WITH FLORIDA HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING BUILDING CODE SECTION 2322.3 INSTALLATION DETAILS WOOD STUD CONSTRUCTION C_L.&D_QI,f- PLANKS.OVERLAP 1-114' James Hardie Budding Products, Ina THE EXPOSURE IS s -114" AvenueElmna, THE PLANKS ARE FACE NAILED WITH 2-1/r LONG, 0223" r e Foontanta CA 92337HEADDIAMETER, 0.092• SHANK DIAMETER, CORROSIO RESISTANT SIDING NAILS, -PLACED 3/4' UP FROM THE Phone: 909)--6W0 sra: F5GAN° MONO BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATIO Fac 909.427-0634 A PNL-PLK OFF Creator E Gonzales SCALS 10 =1'-0" Dale. 41242013 S M 6 OF 12 0 1 WALL L B-*- at an 3/4" Minimum Eztge Distance Naas at 16" O.C. (typ.) Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Lap Siding A , I / Water -resistive barrier per Florida Budding Code Section 14042 SW thick 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 209a, 3-6/8" X 1-8/8• Metal C-stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Budding Code. SEE PkODUGT D—ESQ Nt TAILA HardiePlank®, Cemplank®, and SW flick 15 pry APA Prevail® Plank Lap Siding materials rated a od are nonasbestos fiber-oementK4*aftvfastenied products tested in accordance with ASTM C1186 Grade II, Type A and tD metal Shift meeting the requirements of thedescribedinNote1 WhaDer-ces 5tive Florida Building Code. barrier per Florida PL1&NIK Dllgg1S ONS_ BuW" Code Width Length Thickness C , Sedon 14042 5 9-1/Z 12' 5/161• 20ga 3-518'X 1-5/8" DESIGN PRE S_U$E RATING I Installation Design Pressure H!a. !lank Metal Studs -92 psf Cemplank, Prevail taD VXtng Impact Resistant — C g 1-1l4• tall X 5/16• Planks installed over 518" thick / 5 ply thick 9.a ter str p APA rated plywood sheathing HARDIF3LANPR 1/AIL LI\P.t'ID1NG_iN5_TALLAMQ)_il DETAILS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be'vutalled shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA Note 11 SW thick / 5 ply APA rated plywood sheathing shall be aftadied to metal shrds at 6'oc at panel edges and all intermediate supports using a No.8-18, 0.315' head dnameterx 1-1/4' long bugle head screw Planks shall be applied horizontally commencing from the bottom course of the wall with 1-114' wide laps at the top of the plank such that the exposure area of each plank is 5 8-114" vert4cally. INote 21 The siding fastener shag be a minimurfi No. 8-18, 0.315" head diameter X 2-1/4' long* bugle head screw over metal studs (*or screw shall have at least 3 full threads penetrating metal framing); The siding is fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through SW thick 15 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4' from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. The planks shall be installed over So' thick / 5 ply APA rated plywood sheathing supported by a minimum 20M Nominal 3,W X 1-501 Metal Cstuds spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 318". HARDIEPLANK, CEMPLAN4 PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Budding Products, Inc, 10901 Elm Avenue Fontana, CA 92337 No A I I PNL-PLK.SOFF Creator. E Gonzales ISGV.E 1/2' =14r I Date: 424R013 IsKEEr 7 OF 12 6.00in. 16 in. O Cladding I I 6.00in. II FramingiI•I 6.whoc . I S^eathing 0.751n.-A ' I. •I Siff C% REVMM 121 T ' wos ec..a • I -o 7AiE OF • s825n It A FRA,MjI-G NOMINAL 20 GAUGE 3-5/8" X 1-51V STEEL STUDS 18' O.C. FASTENED WITH SW LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARETHEWALLANDSOFFITFRAMESARETOBEDESIGNEDNOTPARTOFTHISAPPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE NOMINAL 50 THICK 15 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315' HEAD DIAMETER X 1-1i4" LONG BUGLE ° HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING HEAD SCREW INSTALLATION DETAILS METAL STUD CONSTRUCTION CLADQ,IKtri PLANKS OVERLAP 1-W THE EXPOSURE IS 5 8-W .lames Hardie Building Produds,.lna THE PLANKS ARE FASTENED WITH NO.8.18, 0.315' _ 10901 Elm Avenue HEAD DIAMETER X 2-1W LONG CORROSION- Fontana, CA 9=7 RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW S r+VAC ,b Aw SHALL HAVE AT LEAST 3 FULL THREADS Phone: 909-356-6300 PENETRATING THE METAL FRAMING), PLACED 3/4" UP Fax 909-427-0634 A PNL-PLK-SOFF 1 FROM THE BOTTOM EDGE OF THE PLANK AT EACH Creator. E Gonzales SCALE V =1-0" Date 4l24=13 Ts ;ET 8 OF 12 STUD LOCATION QEML WALL L ENGTH Stud Spacing at 19' O.C. 318" Minimum SEE p3QiMMESCBEELON DETAIL A HardlieSoffio & CemsoffiS materials are nonasbesms fiber -cement products tested in accordance with ASTM C1186 Grade 11. Type A j and meeting the requirements of the Floridat \ 1 Building Code. 2"X4"S-P-F SOFf D1MEldSIONS. WxM Length Thickness Wood Studs 4' V IM, p S1G_I.[ E S_S-iJ.REj2A l t_G. j• MardieSot61, Installation Desibn Pressi?e CWWR .Wood Studs 70 psf Nails at4° C (bP- eOIJC: REMW W ODIJCtREV D Distance • a' lw&,1 c nwift a ' Aarrprmoe Ato13-, CBy offit•fastener, as ascribed in Note 1 HardieSoffit, Cemsoffit Minimum Z X 4" S-P-F Wood Studs The wag and soffit, frames are to be designed by the Architect or Eroneer of Record in compliance with the Florida Building Code: 2i- 2VNo. STATE OF k RD1k QFAT EM_SOF—r- .t,ILsTA_!-.ATJOI AEJA 4 AD installation shall be done in conformance with this Notice of Acceptance, the manufacturers installation recommendations, and the applicable sections of tfte Florida Building Code. Wood studs where HardieSoffd, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of the N.OA The soffit shall be installed over minimum Z%4" S-P-F wood studs spaced a maximum of 16" O.C. Note 1] The soffit fastener shag be a 7 long, 0.223" head diameter, 0.09Y shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs lasted at 16" U.C. Fasteners shall have a minimum edge distance of 3W and a minimum clearance of 2" from comers. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Om Avenue Fontana, CA 92337 A { J • PNL-PLK-SOFF Creator. E Gonzales isc,us 12"= t o- I Oaw4r24=13 [WdEr 9 OF 12 Cladding Framing- 4 .00in.1 0 GA n ..•..>ww o vim ,07 ni No. 121 w sR+asa By car` s?abebe=cee.es L- STATE OF ; EOR1... , f A NOMINAL 2" X C S-P-F WOOD STUDS 18" O.C. FASTENED WITH 3-11T 16d COMMON NAILS (2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION)- • NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE - CLADDIIIC ' THE SOFFIT IS FASTENED WITH Y LONG, 0.223• HEAD HARDIESOFF17, CEMSOFFIT PANEL DIAMETER, 0.092° SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTIONBRESISTANTSIDINGNAILS, PLACE NAILS 4' O.C. AT PANEL EDGES AND INTERMEDIATE STUDS James Hardie Building Products, Ina 10901Elm Avenue Fontana, CA 92337. Fax 909.427-OW4 A I IPNL-PLK-SOFF t Creator. E Gonzales SCALE 1 • =1'-0• I Date: 4/24=13 Sir 10 OF 12 WALL III ALL 1.ENG i ' I 0_D_U T QESCRIPT_LQM SSEE sofi® materialsd g DETAILAHardieSoemo , are nonasbestos fiber-oement products 3/8" Minimum Edge Distance j tested in accordance vrithASTM C1186 Grade li, Type A and meeting the requirements of the Florida Building Code. 20p, 3- W X 1-5/8" SO_F_F_r-LDRMMt_M metaWidth Length Thickness I c stud4' 8' Y" Hard'IeSolfit, DEALGN eRgSS_ _LM RATLN-rj Cemsom Installation Design Pressure Metal Studs DMA F-CiLon, s. s- MODUCr IEvts® . S '••. Nails at 6-' O.C. (tYp•) .mm,lk r 'ser,h"as ; . 0 <c . AMPOftNe aNt- 47 : 121 moo' `STRTEOF BV wr+s. aGaeed = F,ICP N- 'AIAL EN 4RAlF.O_FFITiCEMSOTALEN.•O.i.4?Alls r All installation shall be done in conformance with this Notice of Acceptance; t fE ht nuFact vets installation recommendations, and the applicable sections of the Florida Building Code. t fastener, as Metal studs where HardieSMfit, Cemsoffit will be installed shall be designed by an Engineer or M>ed in Note 1 Am- ilect per the Florida Building Code and the requirements of this N.0-k a The soffit shall be installed over minimum 20ga, Nominal 3-M" X 1-Sw Metal C-studs spaced HardieSoffil Cemsoffit a maximum of 16" O.C. Note T] The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4' long' ribbed bugle head screw ('or screw shall have at least 3 full threads penetrating metal • framing) -,the 1z- f ners shag be spaced at 6" O.C. at panel edges and intemnedra e studs; the fasteners shall be driven into metal studs located at 19" O.C. Fasteners shall have a minimum edge distance of W' and a minimum clearance of 2" from comers. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METALSTLID CONSTRUCTION C-stud Lj The wall and soffit frames are to be L — designed by the Architect or Engineer of Record in compliance with the Flodda.Building Code. C. James Hardie Building Products. Ina 10901Elm Avenue Fontana, CA 92337 Pho"909,15S- 8300 SIZE FSGI NO DV4 No REV FaA PNL-PLKSOFF 1 Creator. E.-Gonzales. =LF 1r2"=1'-0" Date:4r14J2013 srmEr 11 of 12 . Cladding Framing 6.00ln. soo b66+ioilbe lol"r' p ppp!>Ct • 6 A'r16 A00OPMw Wb S m 6 t5oflQids ii i 1 xo f3-3rl.a7 AWi No. C J3 FSS10 a FRAM IG, NOMINAL 20 GAUGE 3-5r8" X 1-6V STEEL STUDS 16" O.C. FASTENED WITH 5/r WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) ' NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING_ HARDIESOFFIT, CEMSQFFIT PANEL THE SOFFIT IS FASTENED WITH NO. 8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER 1-1/4' LONG CORROSION RESISTANTRIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 .tames Hardie Building Products, Inc. FULi THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE 10901 Elm Avenue STUDS Fontana, CA92337 Phone: 909.356-6300 sae Fscm No N.0 ' " Fax 909-427.0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales Sc" 1 • =1'-0" Dabs. 4242013 12 OF 12 4/2812017 Florida Building Code Online litat..: I' Gels Home Log In user Registration Mot Topics submit Surcharge Slats & Facts Publications FaC Staff ' SCIS Site Map I Unks I search Florida 4, 11440% r Product Approval useR: Public userl11M. tepa••:•+ry.: Product Approval Menu > Product or Application search > Appilcatinn L% > Application Detail FL # FL12194-113 Application Type Revision Code Version 2014 Application Status Approved Comments Archived , Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcolisinc.com Authorized Signature Gareth Rahman grahman@aluminumcollsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcolisinc.com Quality Assurance Representative Address/Phone/Emal I Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 5 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 S• Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 Cot ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits Ddf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 https Aoww.0oridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2f1CXzYpyxA%3d%3d 1/2 4/28/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summar roof Products ' ' 1 Method L Option D 08/27/2015 08/28/201S 09/04/2015 10/16/2015 04/OS/2017 FL Oil Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels — Umits of Use Installation Instructions Approved for use In HVHZ: No FL12194 R3 II ALCL5001 Evaluation Reoort 2014 FBC 04 T4 Soffits.odfApprovedforuseoutsideHVHZ: 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 ALCIS001 Evaluation Report 2014 FBC 04 T4 Soffits.odf Created by Independent Third Party: Yes Contact Us is 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487-im,i The State of Florida Is an AA/EEO employer. Copyright 2007-200 Slate 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 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Oepartment 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 evallable to the public. To determine If you are a licensee under Chapter 455, F.S., please dick bare . Product Approval Accepts: Credit Card Safe httpsl/www.0oridatwilding.orglpr/pr app dtl.aspxlparam=wGEVXOwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2f1CXzYpynA%3d%3d 212 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 bythe 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 3/8" F-Channel Preformed nominal 0.016-Inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" 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 Stale 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. Thls•evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILSoffit TECHNICAL SERVICES. LLC I PRODUCT DESCRIPTION ' i 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,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 In2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. W FiatVENT e• crMEu vaar ie' smo Vus 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 llin.ft for the 'full vent' configuration and 4.2 in2Ain.ft 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 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 COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5r" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. P''%. 2015.08.27 No 74021 07:05:00 ow+.war.narrr 04'00' Sy : STATE OF O. . A O R O P' `_,` Zachary R. Priest, P.E. Floridai," 4"'9/oNA S Organization No!ANE96 1onNo. 021 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 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 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 LIMITATIONS 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 Location Location Location c. 16' Q4 Soffit—164nch o.c. Fastener Fastener Location 1. L tion 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 d. 16" Q4 Soffit — 8-inch o.c. Fastener Location lr Fastener Fastener ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 124nch Overhang with F-Channel 12J roved Systems for 124nch Overhang with J-Channel 1 F-# Approved Systems for 164nch Overhang with F-Channel 16J-# Approved Systems for 164nch Overhang with J-Channel 24F-# Approved Systems for 244nch Overhang with F-Channel 2Aj=# I 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 MDP No. Width iPs Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. One (1) min. 318-inch head dia. nail. One (1) min. 318 x 3/84nch One (1) min.1 314-inch long x 12F-1 164nch Wood min. 1.254nch embedment spaced Wood crown staple spaced 16anch 0.0724nch dla. x min. 3/16 i40.0 24-inch o.c. G inch head dia. trim nail spaced 36-inch o c. Max Three (3) min. 314-inch x 1/4-Inch One (1) min 3/4-inch x 1/4 nch One (1) min. 1 3/44nch long x 12F-2 1 Wood crown staples in diamond pattern Wood crown staple spaced flinch o.c. 0.072-inch dia. x min. 1/4-inchinc 48 spaced 244nch o c. and securing each panel lap head dia. trip nail spaced 648 inch o.c. 12F-3 Max Masonry One (1)14 ga. 5/8-inch long T nail W One (1) min 3/4-inch x 1/44nch One (1) min. 1 3/44nch long x 0.0724nch dia. x min. 1/44nch 48 164nch spaced 8-inch o.c crown staple spaced 84nch 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 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. a CREED 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 psf) Substrate F-Channel Panel.Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-Inch crown One (1) min. #8 x 1/24nch One (1) min 3/44nch x One (1) min. 1 3/44nch long x 12J-1 M Wood staples in diamond long x head diameter W 1/44nch crown staple inch dia. x min. inch 48 164nch pattern spaced 24- screw spaced 16anch o.c. spaced spaced 8-inch o.c.. head dia. trip nail spaced 48- head spaced 64 2 inch o.c connecting soffit to J hannel inch o.a Approved Systems for 164nch 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. 1/44nch crown x One (1) min. 1.75-inch x 16F-1 Max Masonry One (1)14 ga.•5/84nch long T nail Wood 14nch leg staples spaced max 0.072-inch diameter finishing nail with min. 3116- 53.312inchspacedmax. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-Inch o.c. Three (3)18 ga.1/4-inch crown x 1- One (1)18 ga. 1/4-inch crown x One (1) min. 1.75-inch x. 072-inch diameter0 16F-2 Max. 12-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced max 4 inch o.c. and securing each finishing nag with min. 3/16 53.3 spaced 164nch o.c. panel lap inch head spaced 12-Inch o.c. Max One (1) 3/64nchhead dia. nail, min. One (1) min.3/&inch x 3/8-inch One (1) min. 1 3/44nch long x 0.072 inch dia. x min. 16F-3 164nch Wood 1.254nch embedment spaced 24- Wood crown staple spaced 16-inch 3/164nch head dia. trim nail 25 6 inch o.c. O.C. spaced 364nch o.c. Three (3) min. 3/44rich x 1/flinch One (1) min. 1 3/4inch longMax. 16F-4 Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/44nch x 0.0724nch dia. x min. 1/4- 27 164nch spaced 241nch o.c. crown staple spaced 84nch o.c. inch head dia. trip nail spaced 484nch o.c. ALC15001 FL12194-R3 Page 3 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 164nch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga. 1/44nch crown x One (1) min. 1.75-inch x 16F-5 Max. 164nch Masonry One (1)14 ga. 5/84nch long T nail Wood 1-inch leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- 143.3spaced8-inch o.c. inch o.a and securing each inch head spaced panel lap 16-inch o.c. Three (3)18 ga.1/44nch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 16-inch Wood inch lag staples in diamond pattern Wood 1 inch leg staples spaced 4- Inch o.a and securing each finishing nag with min. 3/16- 243.3 spaced 164nch 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 psi Substrate J-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment 16J-1 Wood Thre e (3) min. 3/44nch x 1/4-inch crown staples in diamond pattern Wood One (1) min 3144nch x 1/44nch One (1) min. 1 3/44nch long x 0.072-inch dla. x 23.5 1 in spaced 244nch o.c.crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 484nch 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 124nch o.c. securing One (1)18 ga. 1/4 One (1) min. 1.754nch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.0724nch diameter 24F-1 124nch Wood Wood leg staples in 2'25- Wood leg sstaples spaced 8 finishing nail with min. 801-90 pattern inch xx 7d ring One (1) min. 1.754nch nco.c. inch3/ 164nch head spaced spaced 16-inch o.c s shanknail x 0.0724nch diameter 12-inch o.c. 24- inch o.c. finishing nail with min. 3/ 16-inch 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 12-inch o.c. securing One (1)18 ga. 1J4- One ( 1) min. 1.754nch x Max Inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0. 0724nch diameter 801 24F- 2 124nch 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. 31164nch head spaced 16• inch o.c, inch ring shank x 0.0724nch diameter 12-inch o.c. nail 244nch o.c. finishing nail with min. 3/ 164nch head spaced 44nch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No. 2 SYP 12-inch o.c. securing One (1)18 ga. 1/4 One (1) min. 1.754nch x Max One (1) 14 ga. 5J8- Oneanchored to each panel lap crown x 1-inch 0. 0724nch diameter BO/ 24F.3 124nch Masonry inch long T nail rafter with one WOod leg staples spaced 8- finishing nail with min. 76.6 spaced &- inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/1 fi nch head spaced inch ring shank x 0.0724nch diameter 12-inch o.c. nail 244nch o.c. finishing nail with min. 3/ 164nch head spaced rich o.c. ALC15001 FL12194-R3 Page 5 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for 24-Inch overhang with F-Channel Wall Connection Center Connection Fave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/44nch Nominal 1x2 crown x 14nch leg No.2 SYP staples spaced Three (3)18 ga.1/4- anchored tosecuring124ncho.c. 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 0.0724nch diameter 24F-4 164nch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 801.60 diamond pattern iinch x 7d ring One (1) min. 1.754nch inch o.c. and securing 31164nch head spaced spaced 164nch o.a shank nail x 0.0724nch diameter each panel lap 16-inch o.c. 24-inch o.a finishing nail with min. 3/164nch head spaced 44nch o.c. One (1)18 ga.1/44noh 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., 1.754nch x M ax inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.0724nch diameter 24F-5 16 mch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and searing 3/16-inch head spaced 164nch o.a inch ring shank x 0.0724nch diameter each panel lap 16-inch o.c. nag 24-inch o c. finishing nail with min. 3/164nch head spaced flinch o.c. One (1)18 ga.1/44nch crown x 1-inch leg Nominal 1x2 staples spaced Not SYP 124nch o.c. searing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max One (1)14 ga. 518- anchored to each panel lap Inch crown x 1-inch 0.072-inch diameter 24F46 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 searing 3/16-inch head spaced inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nag 24-inch o.c. finishing nag with min. 3/164nch 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 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 J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) 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. 2.2Slneh x 7d One (t) 18 ga.11 a.1/4 tr ch Nominal1x2ring shank nail crown x 1 leg No. 2 SYP anchored to Three ( 3)18 ga. 1/flinch crown straight - nailed through the rafter into the end staples spaced 12- hxh o.c. sewn ^g One (1)18 ga. /.- One ( 1) min. 1.754nCh 24J- 1 Max rafter with one x 1-Inch leg of the barren or two (2) each panel lap Wood inch crown x 1-inch x 0.0724nch diameter finishing nail with min. tso 12-inch 1) min. 2.25- inch x 7d ring staples in diamond pattern spaced 16- min. 22Sinch x 7d ring shank nails toe- One (1) man. t.7Sirxlh leg staples spaced 8minch o.c. 3/ 16-Inch heads cad shank nail inch o.c. nailed °^ either 01 x 0.072 nch diameter finishing nag with min. 124nch o.c. 24inch O.0 the barren at each bsec 31164neh head spaced ion, Max.flinch Intersection, M o.c. rafter spacing Is 244nch o.c. Nominal 12 No.2 SYP scabbed between rafters with one (1) min. 2.25SInch x 7d One (1)1a ga.1/4 ndr Nominal1x2ch9 chaN` nag sown x 1-ineh ten No. 2 SYP anchored to Three 3 18 ga. 1/4-inch crown through sheraterIntotherafterinwtheendstaples spaced 12inM o.a searing One 1 1 ' - 6 inch crown x 1-inch One 1 min. 1.754nch 24J- 2 Max rafter with one x 1-irx:h leg of the barren or two (2) each panel la p Wood leg staples spaced x 0.0724nch diameter finishing nail with min. t53.3 16-Inch 1 min. 2.25- inch x 7d ring staples in diamond Ppattern spaced 16- min. 225-inch x 7d ring shank nails me One (t) min. 1.75 nch 8-inch o.c. and securing each panel 3/16-inch head spaced Shank nail inch O.C. nailed either side of 13116-Inch x 0.072-Inch diameter finishing nail with min. lap 16 inch O.C. 24inch O.C. at ebattenat each c bhead spaced on. Max intersection. 4-inch o.c. rafter spacing is 244nch o.c. ALC15001 FL12194-113 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 S INSTALLATION Note - Refer to the APPRovEn SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail Min. 3161 head dla. nail with min. ? ^ enjagemeat(°or wood substrata; or min. 0.097• die. T-nail or stub nail dith min. 5f8^ engagement(:r.- c ncrote or block aubatrate). cpaced as nctud above. ASCIA SLIP BOARD ASCIA TRIM 12F-1 8 I I I II \—.F CHANNEL SOFFIT OVERHANG WIDTH VARIES) 12F-3 Word, Conc-- or 91kak U FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 1.6" 0. C. LPAINTED 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 61G20-3. The manufacturer shall ratify 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 SOFFIT STAPLEOPENRAFTERn„ 3/4' x 1/4' i DIAMOND PATTERN DAILLCROWNSTAPLESt USING A DIAMOND PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4- X 1/4- CROWN FACIA BOARD 1-3/4' TRIM NAILa' STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED SS. 7-'F' CHANNEL CAN BE PAINTED S.S. 48' -FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR 3/4' x DOWN TACROWNSTAPLE SOFFIT- max. '-2-inch span WOD SOFFIT SUBSTRATE SOFFIT & FASCIAIrDETAIL ALCISIMI FL12194-R3 Page 2 of 12 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 warranly, 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 RAPIER n ; SOFFIT STAPLE O1 DIAMOND PATTERN I i DETAIL FACIA BOARD „9.r 3/4' X 1/4- CROWN STAPLE -24' ON CENTER USING A OuwOND PATTERN FASCIA CAP 12J-1 3/4' X 1/4- CROWN1F'ABOARO STAPLE '8' ON CENTER Pacro+en CHANNEL 1-3/4' TRIM NAI jTRIMMLto•sto itPAINTEDiG' ona111 @8 z1/2'a3/8' S S 48'FASCUI C.4P bead O.C. diameter scree., 3/4' X 1/4' 16" 0.c. CROWN STAPLE SOFFIT —max. 12-in h span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALClSO01 F1.12194-113 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 611120-3. 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 PAINTED S.S. FASCIA (AP SOFFR Ti' IROSRr STAPLE OPEN RAFTEA FASCIA BOARD i u1!JB'Ti>;F 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA GP, REFER TO SOFFn i FASCIA DETAIL P IHANNEL SOFM: MAx. Nt' SPAT MASOURY 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. fi-a CREEK IMM TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3;3" head dia. rail w=-th min. 1 1 eix3aC.emont(for wood substrate) or min. 9.097" d=a. T-nail or stub nail with min. SIV en9agement(for concrete or block eubstrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) X'—" F" 16F-3 CHANNEL wood, wncrote or Block W; jo,/" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" AIN S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL 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. CREEKi TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail Lj n,``t SOFFIT STAPLEOPENRAFTER1` DIAMOND PATTERN 3/4• x 1/4• j 1—j r D AILCROWNSTAPLES USING A DIAMOND , — r PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4• X 1/4- CROWN FACIA BOARD S' 1-3/4• TRIM NAIL STAPLE ON CENTER 1-3/4• TRIM NAIL PAINTED S.S. T—'rCHANNEL CAN BE PAINTED S.S. 46' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4" X 1/4• DOWN CROWN STAPLE SOFnT_iiax. 16-inch span W000 SOM SUBSTRATE SOFFIT &FASCIA DETAIL ALClSO01 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 I- TRIM NAIL FASCIA BOARD PAINTED SS. FASCIA (AP soFFrc rq'' CROWN STAPLE OPEN RAFTER FASCIA BOARD rQ' cROMN STAPLES SOFFIT &FASCIA USOIG A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL TSOF CAP; REFER TOSOFFIT L FASCIA P [ NANREL OETAL 9- 3/ 8 SOFfIT; MAX, tl•' L SPAY WOOD__,--" OODSUBSTRATE SOFFIT STAPLE DIAMOND 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. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 1 16J-1 3/4- X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER n„ SOFFIT STAPLE DIST DIAMOND PATTERN FACIA BOARD 1, DETAIL FASCIA CAP 3/4- X 1/4- CROWN FACIA BOARD STAPLE '8' ON CENTER 1-3/4' TRIM NAIL 1-3/4' TRIM' NAIL PAINTED S.S. PAINTED S.S. 48- FASCIA CAP O.C. 3/4' X 1/4' CROWN STAPLE SOFFIT -max. 16-inch span SOFFIT SOFFIT & FASCIA DETAIL ALC15001 FL12194-113 Page 8 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 24F-1 & 24FA No. Installation Detail r; (ROW" STAPLES USING A DIAMOND PATTERN; REFER t0 SOFFIT STAPLE DIAMOND PATTERN DETAIL F-CHANNEL MOOD SUBSTRA7E- ALUMINUM COILS, INC Soffits Appendix B I t' TRII NAZI. 1 I FASCIA BOARD PAIITED S.S i FASCIA CAP SOFHt r4' L40MN STAPLE T t- TRM NAIL I PAOITET! SS. FASCIA BOARD SOFFIT b FASCIA t DETAIL rat' CRoxM STAPLE FASOA GP; REFER TO SOFFIT I FASCIA u;\` DETAIL Iinal rer srP 3/BjWtoAnB.ort0 to SOFFIT; MAX 24' 1Rafterswitham7d - R'ey Shmk Had at Ranter l SOFFIT STAPLE DIAMOND PATTERN ALC15OO1 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-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 B System No. Installation Detail I I- TRM MAIL FASCIA BOARD PAINTED SS. I y- SMoOTN SNAt.Tf j FASCIA CAP ROOF tUAS SOFFIT rat• CROWN STAPLE I I Too FASCIA BOARD PANTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 r,t• CROWN STAPLE FASCIA CAP: REFER To SOFFIT 1 FASCIA DETAIL Roaloal rrr S7P Batten Aelhored to SOFFIT; MAC 24' F-(NAM:IEL Ratters rOh arm TO Rhin Shoo Hal ,F eery Salter WOOD SUBSTRATE ALC15001 FL12194-113 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. vb_ CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 1 J- TRIM NAIL FASCIA BOARD PAINTED S.S. i 146A T41A4S l FASCIA CAP SOFW r4* CROWN STAPLE 1 ii- TM MAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA ' 24F-3 & DETAIL 24F-6 I rqt- CROWN STAPLE FASCIA CAP, REFER TO SOFFIT & FASCIA DETAIL NGM%m rA2' SYP F•CNANNEL Batten Mnhered to SOFFIT; MAx. 24' Rafters with one Id i Rial Shank Nail at e"ry Rafter MASONRY ALC15001 FL12194-R3 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor.imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. M CREEKInTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J' TRIM NAIL FASCIA BOARD PANTED ss. raj, Enww STAPLES FASCIA CAP USOIG A 01AMOND SOFFITPATTERN. REFER To EANTILEVEREO rei' CROWN STAPLE SOFFIT STAPLE RAFTERMAKONDPATTERN OCT AL FASCIA BOARD SOFFIT & FASCIA I TROT NAIL PANTED SS DETAIL 24J-1 & rq, CROwt STAPLE24J-2 FASCIA CAP: REFER TO SOFFIT L FASCIA OETA0. Mernafat r 1 t SYP battlM• feaL0e0 manr11 SOFFIT: MAX TA' 2-[NANNEL 1h a ToOASuteOsellt7re (1) TO rtr1(I umt AN sba -traded Orrmo the nRv Irrn The ew MOOD SUBSTRATE nI the bet'en of MO (2) TO DOD spats. nab ttxalaaeQ en e0tw SWe a the tlabe rn at tro baftnhaRer aY.parfGbn SOFFIT STAPLE DIAMOND PATTERN ALCISOOI FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G2O-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 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 1, II, 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 walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 0.85 7. Vwt 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% of the least horizontal dimension or 3-ft. ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. L:f CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Presstires for Soffits in Exposure B Building Type Zone Mean Roof Height ft Basic Wind Speed mph) 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 24A 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 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 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.T 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 50 12.5 1 14.7 1 17.0 1 19.5 22.2 25.1 28.1 1 31.3 34.7 60 13.1 1 15.4 1 17.8 1 20.5 23.3 26.3 29.5 1 32.9 36.4 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 ALUMINUM COILS, INC soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone. Mean Roof Height ft Basic Wind Speed mph) 120 136 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 602 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 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 75.5Negative 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 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 48.4 Positive Loads) 5 20 13.9 1 16.3 18.9 21.7 24.7 27.9 312 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 1 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 1 23.7 27.2 1 31.0 35.0 39.2 1 43.7 1 48.4 ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for Slate 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. i CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Roof Height fY Basic Wind Speed mph) 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 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 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 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 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 1 23.0 1 26.7 1 30.6 34.8 39.3 44.1 1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALCISWI 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 CREEL( 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 318" J-Channel 3/8" 3/4" r 1/r HEM 7 3/4- 3/8' ISOMETRIC VIEW 37F PROFILE 60METRIC VIEW 3/r PROFLE ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-113 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. dCREEKT TECHNICAL SERVICES, LLC Fascia S 3/4"' 7/8" 1/8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D 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. CREED{ TECHNICAL SERVICES, LLC 16" Q4 Soffit 25 M. 0.125 M. 18' BLANK 3 / 8 PROFILE REF. DIDDDDD DDDDD DDDDDD= DDDDD b DODDDD DDDDD reor ewro o mw u o., n LOWERS iOR1 D N SiWE D0IECBON AS RIBS) ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-113 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREED LATECHNICAL SERVICES, LLC 12" T4 Soffit 31/8" 7/8" 1 31/8' 7/8" 1 31/8- S/16" yr 1/r 1/r 1/r• yr 3/4" may/ ! 3/8' 13.75" BLANK 3/8" PROFILE 2.625 REF. 25 TIP. ails Tw. ALUMINUM COILS, INC Soffits Appendix D DIDDDDD DDDDD, DDDDDD DDDDD m DDDDD DODOD WIN 1N"w9 PAIW'R" (FM St. n UUMM FORUM M 6WL COMMON A9 RN) END OF REPORT ALC15001 FL12194-113 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation• recommended use, or other product attributes that are not specifically addressed herein. Certificate of Authorization No. 29824CREEK17520EdinburghDr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" 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 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" 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. ALCI5001 FL12194-R3 Page 1 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. Q; CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,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 In2/lin.ft and fot the 'center vent' configuration. See Appendix D for dimension drawings. 1e' smio cAW1 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels 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.ft for the 'center vent configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for Slate of Florida product approval under Rule FG20-3. 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. r_ 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 51" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. R. P9 ii i 2015.08.27 No 74021 07:05:00 04'00' STATE OF : A,< O R 1 O P' Zachary R. Priest, P.E. SS,ONA, %, Florida , Organization No. ANE9641 tration No. 21 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 under Rule SIG20-3. 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 LinnRAnoNs 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 — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Location 1 ALC16001 FL12194-R3 Page 1 of 7 This evaluation report is provided for Stale 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' Q4 Soffit — t3-inch o.c. Fastener Lnralinn lr Fastener Fastener Location 11 Approved System Numbers and Definitions 12F-# Approved Systems for 124nch Overhang with F-Channel 12J Approved Systems for 124nch Ovefhan with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 164nch Overhang with J-Channel 24F-# Approved Systems for 244nch Overhang with F-Channel 24j=# 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 pst) Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) min. 3/84nch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3r44nch long x 12F-1 16-inch Wood min. 1.25 inch embedment spaced Wood crown staple spaced 16 inch 0.072-inch dla. x min 3/16- 0 24-inch o.c. o c inch head dia. trim. nail spaced 364nch o.c. Max. Three (3) min. 3/44nch x 1/4-Inch One (1) min 3/4-inch x 1/44nch One (1) min. 1 3/44nch long x 12F-2 16-inch Wood crown staples in diamondP pattern Wood crown staple spaced 8-inch o.c. 0.0724nch dia. x min. 1/4-inch 48 spaced 24-inch o.c. and securing each panel lap head dia. trip nail spaced'48- 64.2 inch o.c. 12F-3 Max Masonry One (1) 14 ga. long T nail Wood One (1) min 3/4-inch x 1/44nch One (1) min. 1 3/44nch long x 0.0724nch dia. x min. 1/44nch 48 16 inch 8-inchspaced8-inch o.c. crown staple spaced 84nch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for 124nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/24nch One (1) min 314-inch x One (1) min. 1 3/44nch long x 12J-1 Max' Wood staples in diamond long x 3/8-inch head diameter A d 1/44nch crown staple 0.072 inch dia. xmin. ll4-inch 48 16-inch pattern spaced 24- screw spaced 164nch o.c. spaced 8-inch o.c.. head dia. trip nail spaced 48- 64.2 inch connecting soffit to J-channel Inch o.c. Approved Systems for 164nch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso 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. 5/84nch long T nail Wood 1-inch leg staples spaced max. 0.072-Inch diameter finishing nail with min. 3/16- l53.3 12 inch spaced max. 84nch o.c. 44nch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-Inch crown x One (1) min. 1.75-inch x Max Three (3)18 ga.1/flinch crown x 1- 1-inch leg staples spaced ma x 0.072-inch diameter 16F-2 12anch Wood inch leg staples in diamond pattern Wood flinch o.c. and securing each finishing nail with min. 3/16- 253.3 spaced 164nch o.c. panel lap inch head spaced 12-Inch o.c. Max. One (1) 3/84nchhead dia. nail, min. One (1) min 3/84nch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.254nch embedment spaced 24- Wood crown staple spaced 164nch 3/16-inch head dia. trim nail 525.E inch o.c. O.C. spaced 364nch o.c. Three (3) min. 3/4-inch x 1/4 inch One (1) min. 1 3/4-Inch long 1BF Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/44nch x 0.072-inch dia. x min. 1./4- 27 16 inch spaced 244nch o.c. crown staple spaced 84nch o.c. inch head dia. trip nail 36.1 spaced 484nch o.c. ALC15001 FL12194-113 Page 3 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. CREEKIM 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 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- 0.0724nch diameter finishing nail with min. 3/16- 343.316-inch spaced 8-inch o.c. inch o.c. and securing each inch head spaced panel lap 16-inch o.c. Three (3) 18 ga.1/4-inch crown x 1- One (1)18 ga. 1144nch crown x One (1) min. 1.75-Inch x 0.072-inch diameter 16F-6 Max. 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 164nch o.c. panel lap inch head spaced 164nch o.c. Approved Systems for 164nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 16J-1 Max Wood Three (3) min. 3/4-inch x 1/44nch One (1) min 3/44nch x 1/44nch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 164nch crown staples diamond pattern spaced 24 nch o.c. Wood Crown staple spaced 84nch o.c. min. 1/4-Inch head dia. trip 31.4 nail spaced 484nch o.c. ALC15001 F1.12194-113 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 attnbutes that are not specifically addressed herein. JCREEKTECHNICALSERVICES, 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.1/44nch Nominal 1x2 crown x 14nch leg No.2 SYP staples spaced Three (3)18 ga.1/4- anchored to 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x inch crown x 14nch rafter with one each panel lap inch clown x 14nch 0.0724nch diameter 24F-1 24n124nch Wood leg staples in 2.25- Wood leg staples spaced 8- finishing nail with min. 801-90 diamond pattern In xInchx 7d ring One (1) min. 1.75-inch nch o.c. 3/164nch head spaced spaced 16-inch o.c. shank nail x 0.0724nch diameter 124nch o.c. 24-inch o.c. finishing nail with min. 3116-inch head spaced 44nch o.c. One (1)18 ga.1/4-Inch crown x 14nch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1)18 ga. 1l4- One (1) min. 1.754nch x ax inch x 11 ga. anchored to each panel lap inch x 14nch 0.0724nch diameter 24F-2 1124nchM Wood smooth shank rafter with one Wood stapleslegsplesspaced 8- finishing nail with min. 6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. 3N6-inch head spaced7138 164nch o.c. inch ring shank x 0.072-inch diameter 124nch o.c. nail 244nch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1)18 ga.114-inch clown x 14nch leg Nominal 1x2 staples spaced No. 2 SYP 124nch o.c. securing One (1) 18 ga. 1/4 One ( 1) min. 1.754nch x Max One (1)14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0. 0724nch diameter 80/ 24F-3 12- inch Masonry inch long T nail rafter with one Wood l legstaples spaced 8- finishing nail with min. 76.6 spaced8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/164nch head spaced inch ring shank x 0.0724nch diameter 12-inch o.c. nail 24-Inch o.c. finishing nail with min. 3/ 16-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 o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x Max inch crown x 14nch rafteachone panel lap inch crown x 14nch 0.0724nch diameter 24F-4 164nch Wood leg staples in min. 21) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 80/-60 diamond pattern Inch x 7d ringInOne ( 1) min. 1.754nch inch o.c. and securing 3/164nch head spaced spaced 16-inch o.c. shank nail x 0.0724nch diameter each panel lap 16-inch o.c. 24- inch o.c. finishing nail with min. 3/ 16-inch head spaced 44nch o.c. One ( 1)18 ga.1/4-inch crown x 14nch 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 ax 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 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and securing 3/164nch head spaced 16- inch o.c. inch ring shank x 0.0724nch diameter each panel lap 164nch o.c. nail 24-inch o.c. finishing nail with min. 3N6- inch head spaced 4- inch o.c. One ( 1)18 ga.1/4-Inch crown x 14nch leg Nominal tx2 staples spaced No. 2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x One ( 1)14 ga. 5/8- anchored to each panel lap inch crown x 1-Inch 0.072-inch diameter 24F- 6 164nch 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 3/164nch 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. 3/ 164nch 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 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. 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 Not SYP scabbed between rafters with one (1) One (1) 18 ga.1/44nch Nominal 1x2 min. 2.254nch x 7d ring shank nailgshanknail n x t-inch leg No.2 SYP anchored to Three (3) 18 ga.1/4-inch crown strai g g h the rafter Into the end staples spaced 12-Inch o.c. securingn0 One (1)18 ga. Yr One (1) min. 1.754nch 24J-1 Max rafter with one x 1-Inch leg of the batten or two (2) each panel lap Wood inch crown x 1-inch x 0.072-Inch diameter finishing nail with min. 6012-inch 1) min. 2.25- staples in diamond min. 2.25-4ndr x 7d t) min. leg staples spaced 3/164nch headspaced inchx7dringonepatternspaced16- 9 shank nails nailed on either side of diameter x0.072 inch diameter 8-inch o.c. 124nch o.c. shanknailincho.c. the batten at each finishing nat7 with min 24 inch o.c. bc6 3/ 164nch head spaced ion. n/ ra intersection. Man. 4- inch o.c. rafter spacing Is 244nch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One ( 1)18 ga.1/44nch Nominal 1x2 min. 225-Inch x 7d ring shank nallstrat crow, x 14nch leg No. 2 SYP anchored ro Three ( 3)18 ga. 1/4-inch crown nf- nailed thm n gu9rafter into the end smp s spaced 124nch o.c. securin g One ( 1) 18 ga. %.- inchcrownx1-inch One (1) min. 1.754nch 24J- 2 Max ratter with one x 1 inch leg of the batten or two (2) each panel lap Wood leg staples spaced x 0.072-inch diameter finishing nail with min. 53.3 16-inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d One (t) min. 1.754nch 84nch o.G and 3/ 16-inch beads aced pinchx7dringpatternspaced16- ring shank nails toe- x 0.0 x0.072 inchdiameter securing each panel 16-Inch o.c. shank nailincho.c. nailed on either side of finishing nail with min lap 24 inch o.c. The Datlen at each br yl6inch head spaced on. Max intersection. 44nch 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. w- A CREEK inTECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 S 12F-3 Min. 31S' haad die. nail with min. 1S:" engegam,bnt(tor woo substrata) or min. 4.C474 dl.A. T-nail ox stub nail wi=h mir.. 5/a' engagement(for =nzrete o:.t•lxt aub.treta) . spacad es notod above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" LPAINTED 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 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. Q CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix IS System No. Installation Detail n„SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4' ; ; DIAMOND PATTERNI ; DETAILCROWNSTAPLES , USING A DIAMOND 11 PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4- X 1/4- CROWN FACIA BOARD 8' 1-3/4' TRIM NAILSTAPLEONCENTER 1-3/4' TRIM HAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 41r FASCIA GPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR X DOWN CROWN CROWN STAPLE SOFFIT— nw.. 12-inch spar.. WOODSUB'TRATE SOFFIT SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 2 of12 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— 3 nKrW4= SOFFIT STAPLE sr r DIAMOND PATTERN El DETAIL FACu1 BOARD'' s rF 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 f 3/4' X 1/4' CROWN STAPLE '8' ON CENTER 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1-3/4' TRIM NAILJ PAINTED S.S. screwed to ra:t:t with one;3i 88 x PAINTED S.S. 48' FASCIA CAP 3!2' x 3/ * head O.C. diameter BC.4, 3/4' X 1/4- 16" o.c. CROWN STAPLE SOFFIT —max. 23-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALCIS001 FL12194-113 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. FU CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I TRIM RAM ad FASCIA BOARD PAL4rE0 S.S. FASW CAP i SOFFIT f4- CROWN STAPLE OPEN RAFTER FASW BOARD ti 6y i/8' i 01 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASOA CAN REFER TO SOFFIT t FASCIA F- CTIANNEI DETAIL SOFFIT: MAX S' SPAN 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 Min. 3/S" head dia. nail with min. 1t: en,agament!for wood aubstrate) or min. ).097' dia. T-nail or stub nail with min. 5/:4" encagement(for concrete or block substrate), ,raced as rcted above. ASCIA SUP BOARD FASCIA TRIM 16F-3 I I I II\—.'F" CHANNEL IT OVERHANG WIDTH VARIES) Wood, wood, Concrete or Bloc), wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. FASCIA LIP 1 /4" 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 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 n `, SOFFIT STAPLE OWN 3/4• X 1/4- DIAMOND PATTERN I ;DETAILCROWNSTAPLES ' USING A DIAMOND _ 3M KTv6Dw/ IPATTERSTAPLESNFACIABOARD FASCIA CAP 16FA 3/4' X 1/4- CROWN FACIA BOARD 8' 1-3/4 -TRIM NAIL STAPLE ON CENTER TRIM NAIL PAINTED S.S. F. CHANNEL CAN BE PAIN1-3/4' S.S. 48' FASCIA CAPINSTALLEDWITHTHED.C. O.C. NAILING FLANGE UP OR 3/4' X 1 /4' DOWN CROWN STAPLE 50m7- max. 16-nch span 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 1 r TRO1 NAIL FASW BOARD PAINTED SS. FASCIA CAP SOFFR r4' CROWN STAPLE OPEN RAFTER FASOA BOARD 1-il' CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMO.." PATTERN. REFER 70 DETAIL 16F-2 & SOFRT STAPLE 16F-6 DIAMOND PATTERN DETAIL SOA IT REFER 10 10 SOFFIT i FASOA V CHANNEL 0ET AL 8- SOFFn; NAx. 16' I1 SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-113 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK NMI TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER n$PUS ; SOFFIT STAPLE GIST r DIAMOND DETAIL PATTERN FACIA BOARD Face rcrv il 3/4- X 1/4- CROWN STAPLE -24- JTRIMNMAJL ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-13/4- fSTAPLE X 1/4- CROWNFACIA 8- ON CENTER 1J—CHANNEL 80ARD 1-3/4- TRIM NAILJ PPAINTEDS.S. 48- ASCIA CAP O.C. 3/4- X 1/4- CROWN STAPLE SOFFIT—nax. 16-inch scan S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALClSO01 FL12194-R3 Page 8 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 t I- TRIM Nat FASCIA BOARD PARITED S.S. r.4' CROWN CAPSTAPLESFASCu US05 A DIAMOND SOFFIT PATTERN: REFER TO r.{' E.4OMN STAPLE SOFFIT STAPLE OW1040 PATTERN OEtALL M TRIM NAIL FASCIA BOARD PADITEo S.S. SOFFIT & FASCIA DETAIL 24F-1 8 24F-4 r%j- ERO1tN STAPLE FASCIA CAP, REFER r0 SOFFIT I FASCIA / DETAIL 6- \ Rtain.l rar SYP F-CHANNEL 3/8 Italian Anowed to SOFFIT; MAX n' Rafters v.th we TO - A I SAsk Nall at every Ratter MOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 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. 5 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 11' TRW NA0. FASCIA BOARD I tj' SMOOTH SMACK AR+TED SS ' 1. CAP ROOF NAILS SOFFIT 1'4' EROWN STAPLE I {' TRW NAB. FASE A BOARD PAINTED SS. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5' r CROWN STAPLE FASCIA CAP; REFER o TO SOFFIT 1 FASCIA DETAIL Nemloat rar s-P F-CNANNQ Batten Anchored to Rafters rah one Id SOFFIT: MAX. 24' Rion Shads Nail at every Rafter WOOD SUBSTRATE ALClSO01 FL12194-113 Page 10 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. ACREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I {- FASCIA BOARD PA ILEA i' T-NAILS FASCIA CAPIr-l• ERONN STAPLE 11• TRIM NAIL FASCIA BOARDPAINTEDS.S. SOFFIT & FASCIA 24F-3 & i DETAIL 24F-6 1'.J• CROWN STAPLE FASCIA UP; REFER TO SOFFIT l FASUA DETAIL NomaW I•e2' SYP F-CN IMEL Batton Anehoree to SOFFIT: MAX. 24- Rafters vDh mo Td I Rog Shank "a of very Rafter MASONRY ALC15001 FL12194-R3 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. CREED TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B - System No. Installation Detail I i' Tim NAIL FASCIA BOARD PAINTED SS. 1'Xj' STAPLESAPlES FASCIA CAP USBIG A DIAMOND S HT PARERN: REFER TO CANTILEVERED 1's}" CROWN STAPLE SOFFIT STAPLE RAFTERDIAMONDPATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA I TRIM MAL PARTED SS.--)\ DETAIL 24J 1 $ CROWN STAPLE 24.1-2 rlQp 1'q- FASCIA CAP: REFER TO SOFFIT t FASCIA DETAIL Nomafal is 2 STP Dawns I• seabbed between ana SOFFIT: f:Ax. Tt' I 3/g' 1"CMANKEL xwneo ) 7d ione (11 TO ern I i sl Sn.0 ad WCOUshanraffle rafter th uvwgnr+a otter Into the era I WOOD SUBSTRATE cf 'ne b°'en or trio (2) 70 dig sp" nab tmoaYee J eilber side of tna ben" n the Da. YenneRer rdeis0eebnn SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 12 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 DESIGN WIND LOADS ALUMINUM COILS, INC soffits Appendix C The following tables provide design wind loads for components and Gadding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, 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 walls/soffits with a mean roof height less than or equal to 60-111. 4. All calculations are based on an effective wind area of 10-ftz or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 0.85 7. Vu„ 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% of the least horizontal dimension or 34 ALC15001 FL12194413 Page 1 of 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 Design Wind.Pressures for Soffits in Exposure B Building Type Zone Mean Roof Height ft Basic Wind Speed mph) 120 130 140 160 160 170 180 . 190 200 Enclosed Negative 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 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 1 -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 4.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 1 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 1 23.5 26A 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 1 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 1 26.4 29.4 32.5 50 12.5 14.7 1 17.0 19.5 22.2 25.1 28.1 1 31.3 34.7 60 13.1 1 15.4 1 17.8 20.5 23.3 26.3 1 29.5 1 32.9 36.4 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. A:. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi' n Wind" Pressures for Soffits in Exposure C Building TypeType Zone Mean Roof Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed Negative 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 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 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 1 -32.4 38.0 44.1 60.6 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 Positive 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25A 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 Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 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 1 20.5 1 23.7 1 27.2 31.0 35.0 1 39.2 1 43.7 48.4 ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n'Wind Pressures for Soffits in Exposure D Building Type Zone Mean Roof Height ft Basic Wind Speed mph) - 120 130 140 150 160' 170 180 1.90 200 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 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 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 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 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 1 35.9 1 40.5 45.4 1 50.6 56.1 ALC15001 FL12194413 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" J-Channel 3/8" 3/L" i— t/B" HEM 1 5/r T fi 3/ l4' 1 3/8' ISOMETRIC VIEW ur PROFLE ISOME"K VIEW 3/r PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 1/8" HEM E 1/4" 6"FASCIA BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALClSO01 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 attnbutes that are not specifically addressed herein. CREEK TECHNICAL SERviCES, LLC 16" 04 Soffit IB* BLANK 3 / 8 PROFILE 2.625 REF. 50 71P. D1DDDDD D D D D D D D D D D D DDDDD DDDDDD DDDDD M tf1 Mp f ifrpN f A, Uyn Lowo+s NAMED w SWE efV=ON As Des) ALUMINUM COILS, INC Soffits Appendix D ALC15001 F1.12194-113 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK imTECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS. INC Soffits Appendix D S/16" X. I I I I I I 1/2' 1/2" 1!2" 1/2" 1/2" 3/4" 3/8" 13.35" BLANK 3/8" PROFILE 2.625 W. SO 7YP. 25 IYP. o ooDoo DOODO DooDDD 0D000 0 000000 . 00000 Mtn[ 1pl__ -- PIM M Mg. ec_n u VAM FOfi® IN SAME DMCrCN AS WW, 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 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. 4Q8/2017 Florida Building Code Online IrYW1'41 [tip> 4i i'K z . C/ L_ .. . i i `e: 1 •^:(14CL':1i..11i SCIS Home Log In User Registration Mot Topics —submit surcharge I state 9 Fads Publications FBC Staff I SCIS Site Map Links ! ,Search I".., dbProduct Approval f •,( USER: Public User Product Approval Menu > PIOAUct pr AoouaUon Se9rrh > Appl ogiin I.IR > Application Oetall lat. FL FL5444-R10 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Oroduct Manufacturer CertainTeed Corporation -Roofing ff Address/Phone/Email 18 Moores Road I Malvern, PA 1935S 610) 651-5847 1 ' mark.d.harner@saint-gobain.com F Authorized Signature Mark Harrier mark. d.harner@saint-gobain.com J' Technical Representative Mark O. Harrier Address/ Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 i Mark.D.Harner@salnt-gobaIn.com Quality Assurance Representative I Address/Phone/Email t ' Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer t Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida Ucense PE-59166 i, Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R10 COI 2016 01 COI Nieminen.pdf Referenced Standard and Year (of Standard) Standard Year ASTM 03161, Class F 2009 ASTM D3462 2009 ASTM 07158, Class H 2O08 Equivalence of Product Standards Certified By I. Sections from the Code hOpsJ/ www.floridabuilding.orgtpr/pr app dU.aspx?param=wGEVXQwtDgiah1gO7CSsoycOrl28CcpCJinUeXw71bKv1UzOW4hLBw%3d%3d 1/2 4/2812017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/08/2016 12/14/2016 12/1S/2016 02/07/2017 Surilma y of Products - _ ,•--•-...- . — FL # Model, Number or Name Description 5444.1 CertalnTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL5444 R10 II 2016 12 FINAL ER CERTAINTEED Asohalt Sbinale FL5444-R10.odf Impact Resistant: N/A Verified By: Robert Nleminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section S for Umlts of Use Evaluation Reports FL5444 R10 AE 2016 12 FINAL ER CERTAINTEED Asohalt Shinale FL5444-RIO.Ddf Created by Independent Third Party: Yes M Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 8Sd'487-1824 The State of Florida Is an AA/EEO employer. Coavrlaht 2007-2013 State at Florida.:: Privacy Statement :1 Accessibility Statement :: Refund Statement Under Fladda 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 Wice by phone or by traditional mall. If you have any questions, please contact 8S0.487.1395. '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 offidal 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 4ss, F.S., please dick bM. Product Approval Accepts: Credit Card Safe https:/Avww.floridabuilding.orglpr/pr app d0.aspx?param=wGEVXQwd)gtahlgO7CSsoycOrl28CcpCJinUeXw7ibKvlUzOW4hL8w%3d%3d 212 EXTERIOR RESEARCH & DESIGN, LLC. CertfJkate of Authorizotion N9503 TRINITY I ERD 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT CertainTeed Corporation Evaluation Report 3532.09AS-1111 20 Moores Road FL5444-R10 Malvern, PA 19355 Date of Issuance: 09/22/200S 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 Nleminen, 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 Still 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 1S07.2.7.1 / 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 Nleminen, P.E. If the product changes or the referenced Quality Assurance documentation changes. Trinity IERD 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. Nleminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 The factlmlk sea appearina was authorlted by Robert Nlernlnen, P.E on 12M/20.. This does not serve as an electroNeatly slgined ddeYntent. Signed, sealed hardcooes have been transmitted to the Product Approval AdmInhtrator and to the named Went CERTIFICATION OF INOEPENOENCE: 1. TrinityjERD 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 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 Nleminen, 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 TrinityIERD nor Robert Nleminen, 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. ITRINITYIERD 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 Sth 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 Prove Standard Year 1507.2.5, R90S.2.4 Physical Properties ASTM D3462 2009 1S07.2.7.1, 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 2O08 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM 03161 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 03161 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 03161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 OS/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 & 03462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 LOCA41303 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 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2024 ULLLC (TST 9628) ASTM 03161 & 03462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM 03161, D3462 & D7158 4786570717 12/16/2015 ULLLC( TST 9628) ASTM D3161 & 03462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, 03462 & 07158 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, U.C. Evaluation Report3532.09.05-R11 Certlfltate afAuthorhotlon M9503 FBC NON-HVHZ EVALUATION FLS444-R10 Revision 11:12/ 08/2016 Page 2 of 12 TRINITY J ERD 4. PRODUCT DESCRIPTION: 4.1 CT2011A, XTm 2S, XT" 30 and XT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", 13elmont'", Carriage House Shangle°, Grand Manor Shangle°, Landmark'", Landmark- IR, Landmark"Pro, Landmark'" Premium, Landmark'" TL, Landmark"ASolarls and Landmark"' Solarls 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 Solarls' 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 HVH2 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: SAA All shingles noted herein are Classified in accordance with FBC Tables 1S07.2.7.1 and R90S.2.6.1 to ASTM D3161, Class F and/or ASTM 1371SS, Class H, Indicating the shingles are acceptable for us in all wind zones up to Ve,a = 150 mph (V„it = 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 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vefe =ISO mph (V„ It =194 mph). S. 4.3 Classification by ASTM D7158 applies to exposure category a 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 (RA for the CertainTeed asphalt roofing shingles listed In Section 4.1 through 4.6 (except Presidential Solarls'") exceeds the calculated uplift force (FT) at a maximum design wind speed of Veia = 150 mph (V„ It = 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, LLC. Evaluation Report 3S32.09.0S-11111 Certifleate of Aathorhadon #9503 FBC NON-HVH2 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 / R90S.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 1S07.2.3, 1507.2.4 or R90S.2.3. 6.2 6.2.1 6.2.2 6.3 6.4 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published Instructions, using minimum four (4) nails per shingle in accordance with FBC 1S07.2.7 or Section R90S.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1S07.2.6 or R90S.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 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. CT20-, Xr A 25, XT- 30, Xt" 30 IR: ENGLISH 12" 12" 12" 305 on) (305 rtrn)—(305 mrn) if 1"(25mm) Selant I"(25mm) 5 5/8" (145 nun) 5'/a' P6 METRIC 131h" I"(25 mm) — Sealant 1" (25 mm)-•( STEEP SLOPE Use four nalls and sir spots of asphalt roofing cement* for every fall shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type It Is suggested. I ROaling Cement Apply 1"(25 rmn) spots of asphalt rooting cement under each tab corner. Figrue 11-4: Use four nails and six spots ofaspbrd 1 witanl on sleep slopes CAUTION: Excessive use of roofing cement can cause shingles to blister. Figure 11.3. Usefou nalls/6resetyfrdlsbit4k 6.4.1 Hip & Ridge for CT201 ". XT"m 2S. XT" 30, XT'" 301R: Cut Shingles 251m'mjr 1lt I+I+2" (50 rum) I f , Remover j S°—2(3g5` mrt\ ) { cagad Q` 12m 12" l Cap Cap Cap 305mm) ((`R\WS Shingle Shingle Shingle I Sig S yat Flgure 11.24. oil tabu. lien INnt back to nmke cap sbingtes tti5 (• Not Now 6rtgllsb dimensions sboum). l Figurer 11-25r Indlallellon of raps along The kips and rli(yes. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic° NP11 " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S-RII Certi leate of Authortradon a9S03 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 4 of 12 6.5 I ARCADIAT"': Use SIX nails for even' full shingle lacated as shoam heloo: 1'tA W) 1'125 mm)+ hall LLro Nmlb Figure a: U i, x v nails, fir ercrlr f tll sbingle. SfRINITYIERD STEEP SLOPE Ilse Sit nails and r0tilt spas of aspluhl Inoling cement for every fill shingle as shown hehow. apply :uphull roofing cenllrlt 1"(25 nlm) from edge. of shingle. Asplult roofing ccmcnl meeting NS111 1)4586 11•pe II is suggested. FIgm+r .l. ! ka sir nails tend four slxds tjaspbulr rrxylr(q cement all siein slops. 6.S.1 Hip & Ridge for ArcadiaTM': Cedar Crest', Cedar Crest'" IR Use two (2), minimum 1'Y.-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 is -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• NP111"' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", In accordance with CertalnTeed 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. Certllleate oJAuthorhadon #9503 FBC NON-HVH2 EVALUATION Hand -sealing adhesive 0— 4" 3/4" I 1° Dab of asphalt cement between shingle layers 1., Evaluation Report 3S32.09.05-R11 FLS444-R10 Revision 11:12/08/2016 Page 5 of 12 A. I 6.6 F``Iti I TRINITY I ERD I BELMONT'"': I Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full looted as shown below. Belmont shingle. Apply asphalt roofing cement 10 (25mm) from edge of shingle. See below. Asphalt roofing cement meeting i __ _ ASTM D4586 Type II is suQuested. 6 Yd' 1720tun) 1 Trt T sle (te mm) f— W lemn) o Affak I rail! 4 tegifed 6.6.1 Hip & Ridge for Belmont'"': 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest1m, Cedar CrestTM IR hip and ridge shingles. 6.6.1.2 Option 2: Shanglem Ridge 12• - t 8- Exposure Remove tape from the right side and fasten SECOND Fasten theme f Remove left side 85/a• RIGHT nris Tape FIRST LEFT Figure 17-19. Inslallallou of.SbangloO Ridge sb/ngles Figure 17.18.• Sbangle" Ridge. on hips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastice NPi'm" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", In accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-R11 Certpote of AuthorlroHon 119502 FBC NON-HVHZ EVALUATION FLS444•RIO Revision 11:12/08/20L6 Page 6 of 12 1 TRINITY I ERD 6.7 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLEO' LOW AND STEEP SLOPE STANDARD SLOPE tlse seven nails aid duce spots of asphalt roormg cement for e.1•cry ftdl Crsnd Manor Sh.-moc. t1s(' Cove nails and three spou of imphall Use, five Hall. for even frill Shaagle. roofing cement for mery full Carriage Ilouse Slutaoc and CattemiLd 5121e. Apply asphall ninfing reau'nt I' (2i mm) from (dgu of .,hingle Plgnrtt 17.5). Aspliail nafing cement natitlag ASTH I I5861pe II Is suggest(xl. IZSmm) 1 (?Sim) F- SN a (38mm) 16mm) (220min) 1' aims _I.. jK llgurrl7••r.flsefitroaf&jorrvr'glfirhfJrmrAAlarorclxrggli, ` SS GxrlageBotim.ftagle.orCentanuialShge (16mm)li M44 1"-- 25mm) -- RooRnpCamaol Rgam 17S: Wben iiulaflhig Ghtnd shmor.%angfm an sleep slopes, ore seren wils and More spots ofesphall majiq reatent. 6.7.1 Hip & Ridge for Carriage House Shangle° and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LANDMARKTm, LANDMARK"" IR, LANDMARK"" PRO, LANDMARK'".PREMIUM, LANDMARK"" TL, LANDMARK*" SOLARIS, LANDMARK- SOLARIS Ilk, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS LANDMARK TL 17, 14314" 12" 1 -(305 mm}-j --(375 mm)—-(305 mm)- fi LLr1Gl C•IrL G.Y 4f•.:'fi'41 is IL':11d,. <II.YL'I'i} I•-I"(25 mom) Release Tape 1" (25 mm)-" 77 I '- I'rr. — Nailahle }- . Afoa Exterior Research and Design, U.C. Corti leate oJAuthorfmNon B9So3 NorthGate: WIDE. 13W' 13" 131/2" 343 mm)- —(330 mm)-- --(343 mm)-l I"(25mm) 1"(25mm) I Mum L4•d: vWonr rarilsfoieregfrrll sblmgle. MEA Iw (305 RAJ -+- 375 mm) — 305 mm) 1 r ( 25 mm) Na Irg amts n all pporno grump nail Irs P ( 2S'mmp--o • AaOng srass for law and standard dopos (f'oin 2:12 to 21:121 Nat bot?'un oppsl 9Irw Ian as s`rtran ab". FBC NON-HVHZ EVALUATION a - Evaluation Report 3S32.09.OS•RIL FLS444- R10 Revision 11:12/09/2016 Page 7 of 12 STEEP SLOPE Use six palls and four sixes of : litkdl roofing cement for every fall laminated shingle. Sce below. Asphah roofing cement should meet ASt',1104586 7t1x• If. Apply I' spots of asphalt roofing cement uude each corner and tit about 12' to 13" In from each edge. METRIC DIMENSIONS 12" 141/4"-- 305 mm) 375 mm) t.ii•L: i_.7L4 I"f,25 mm) C'd:3 Y.ti d:Y. 'L'vGL Nall Area 1. Release Tape Fur Steep ' 25mm) 1leolino Cement STEEP SLOPE 305 mm) 25 mi)- W V TRINITY IERD LANDMARK TL 131W 343 mm) 13" 330 mm) 131/ 2" 343 mm) 1"( 25 mm) I 1'( 25 mm)--1 I 25mm)--- NorthGate: 12' 14-3/40 05 mm)— — (375 in 1'( 25 mm) betweA Cement Figure 13-5.' Use six nails andfour spots of asphalt r-jIng ctmient on steep.slopes 12' 305 in 1"( 25 mm) 1 1. M mm) Nailing areas for steep slopes (groater than 21:12) and " Storm-Nalling" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridge for Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark"A Tl. Landmark" Solaris, LandmarkTM Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory IT 97/1' 8' ( 3115mm) B' 415/ 1 250# Jm)415/ lC 150n1m) ( 150mm) (125mm) I (125mm) Notch for Notch for Centering Centering 12' % 13V4' 005mm) NotchestorAlignnientto (7n'ml Notches for Alignmen110 Lthe Top Edge of the Previous 7 the Top Edge al the Previous 75/8• CapforS( 125nun)Exposure ( m) Capfor55fB'(141mm)EKpmvre (1116mm) English Olmonslon Metric Dimension Shadow Ridge'" Shadow RldgeTM Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R31 Certllleate olAuthort:adon M9S43 FBC NON•HVH2 EVALUA71ON FL5444-R10 Revision 11:12/08/2016 Page 8 of 12 6.8.1.2 6.8.1.3 9 27/32• I (250 m:a) It 125 Certmi. Naich 131Pr T337form) alan th:se cn 1. to top T 518' edge 11 1 (194 MM) p:rwious COMO I NorthGate Ridge 1 TRINITY I ERD 13 1/8" II..a—••-.(333 mm)— II (168 mm) (I Go mm I j Cent 131/4' mm) Notch 1 % 337 Nign Ihase notches of lap edge of 7 518, 194 mm) previous course. NorthGate Accessory 305mm) ` 1 Laying Notch I i I Figure 13-20: Use layingnoiches to carrier shingles on UPS and. rl4w, and la locale t& correct esposure: For ASTM 03161, Class F performance use BASF "Sonolastic® NP11" 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 Certilcate ofAuthorization 09S03 FBC NON-HVH2 EVA WATION F15444-R10 Revision 11:12/08/2016 Page 9 of 12 mil. J mot TRINITY ( ERD 6.9 I PRESIDENTIAL SHAKE1e", PRESIDENTIAL SHAKEi°" IR, PRESIDENTIAL SHAKE TL'm, PRESIDENTIAL SOLARISr": LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing 4(r Guide Unos (1016 mm) S 1/4' — 133 mm) L,• • . . • 14114 1 1fY 30 tam) (362 mm) NOTE: Apply nails on painted guideline. Figure 16--6- Faalcsl/ngPresldaillal mid PrerlderUal TL Sbake shingles on faro and st mdard slopes STEEP SLOPE: Por slap slopes, use nine nails for each full Presidential shingle and apply 1' diameter spots of asphalt roofing cement under each shingle lab. After applying 5 naps in between tide nabing guide tines, apply 4 nails 1' above lab cutouts making certain tabs of overlying shingle cover nabs 1 T V diameter asphalt rooting cement f Figure 16--7: Autmirlg Presldenlld and•Praslrlenl/d M Shake sbloe$ on sfeap slopes. 6.9.1 Hip & Ridne for Presidential Shake'. Presidential Shake"A IR, Presidential Shake TL"". Presidential Solarisl: 6.9.1.1 Option is Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7" from the bottom edge of the "tooth." Fasten each accessory with two fas• tener's. The fasteners'mu'st be 13/4' long or longer, so they penetrate - either 3/4' into the deck or completely through life 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 "Sonolastice NPIL""' 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-: . ., • • . . . VOW, STANDARD AND STEEP SLOPE: F S.. nm) IYg"re lSd: l'm901111)k all Low r"id A9andanf No/ws For low and standard "lopes, use ride aalls for each fug llnitcnu shingle us slumu nbotc. 1" YS tam) 6guir if• is im estinR immms aA1"XIn on a p Yaps For ucrp doln7, tots 1hY mils and dglu spoil of aspkah rutnog uruan for cuff Intl Il.ateras sithtgle as show :dtmr. Apply 1' Oulu) d(umder s(u is of nroaag remrot (ABTA( n 450611ypc II itogwuni) undiT rarh mb eat ail: Prams Atingle into place t(n nix eL we amenl. CAIMON: luo murk radio; csrnnn am atone shingles to bihter. Exterior Research and Design, U.C. Evaluation Report3532.09.OS•RU Cerdffcate oJAuthorftadan #9503 FOC NON•HVHZ EVALUATION FLS444•RlO Revision 11:12/08/2016 Page 10 of 12 TRINITY J ERD 6.10.1 Hip & Ridge for Hatteras: 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14: 18 three-piece rmtts separate to nmke 54YlatMnuAtxexse sory'sbtngles 6.10.1.2 Option 2: Cut Hatteras Shingles 9' 230 m I I I I mm) 8:. 18(460 So ti i---I--- 18" 460mm) 203MM)SAM% vv Cap Cap Shingle Shingle Cap Cap Shingle Shingle 9 l2 Figure 15-20.• Cut Hatteras sbbI& to nutke cover cap. Figure 15-21: lnstallallon of caps along btps and ridges 6.10.1.3 For ASTM 03161, Class F performance use BASF "Sonolastice NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATEt", HIGHLAND SLATE" IR: LOW AND STANDARD SLOPE S3EEP SLOPE: Ilse ME nails and KIM spots of o.Vbalt roofing cement* for earb woan w:ti R1"!a0 am.d Poe Highland Slate shingle. For h0ami•Dade, SIX rialls are required. Apply t' diameter spots of aythait roofing cement under each lab comer. Asphalt tooling cement mcetlng AM DOM 1}pc n is suggested. lnx nab @M d9ft aWWbeorrernbr Flgure I1-.3. Use FIVE naat jar etey RlgbfWO.Vale MuSla r r r r uy pWwt O+d (m 0 ash os'r.q ou• 7•Q6me) Vtl •M haetltl rwfOMa ' • -• e"ul a enuil Roo"hp can at F/17110 11jA Um RYE na11t mid elobt rpolt ojatptall ro411ng eornaU mWoreach lab corner. CAUTION: excessive ose of cooling cemeil can cause shingles 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, LLC. CeMllcote olAuthorkadon a9S03 FOC NON-HVH2 EVALUATION Evaluation Report 3S32.09.0S-R11 FLS444- RIO Revision 11:12/08/2016 Page 11 of 12 fTRINITYIERD 6.12 PATRIOT*"a: LOW AND STANDARD SLOPE STEEP SLOPE Use. FOUR naiti for every full shingle loatled as shotm below. Sulam 25ren1 f, } tsstln11 t I 665, t 13-W -t 13-1r• Mr" 11 ¢ 3-1 'on-C L' se F(IIIR nails and hulr slots of asphah routing cement for etTIT (till shingle as :hnun W- omAsph:dt roofing «ruult mee iu-g,WTd1 1+58G Tjpe II is suggwtrd. ,Apply I'(15 nim) spots of 11.y1h:dt rew/fing l' CumaAC <howl. CAlffl( IK: fscessiec use of motto., cmient can curse shingles to blister. o-: A± ra: vq r i plrn Il raq •_ 9 :r O I aoanna Cement aut 134,1• imam ( MAn Wnl 6. 12.1 Hip & Ridge 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 3S32.09.0S-R11 Certlptate plAuthodradon 89501 FBC NON-HVH2 EVALUATION FLS444-R10 Revision 11: 12/08/2016 Page 12 of 12 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 CertainTeed Corporation Evaluation Report 3S32.09.05-1111 20 Moores Road FL5444-R30 Malvern, PA 19355 Date of Issuance: 09/22/200S 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 Sth 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. TrinitylERD 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 facslmge seal appearing was authorized by Robert Nieminen, P.E on 12/02A016. This does not serve as an electronically signed doasment. Signed, seated hardcopies have been transmitted to the Produtt Approval Administrator and to the named chant CERTirxmioN 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 Trinityl ERD nor Robert Nieminen, P.E. are, In any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. rfRINITYf 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 Sth Edition (2014) Florida Building Code and St" 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, R90S.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM 03161, Class F 2009 1S07.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Enti 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) ASTNID3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 OS/12/200S UL (TST 1740) ASTM D3161 OSCA16778 05/12/200S UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM 03462 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 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 03161, 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 UL LLC(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 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 47873803S7 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, U. C. Evaluation Report 3532.09.05-1111 Certgkate o/Authortration #9503 FBC NON-HVH2 EVALUATION FLS444-R30 Revision 11:12/08/2016 Page 2 of 12 1 IUD I TRINITY IERD 4. PRODUCT DESCRIPTION: 4.1 CT201", XT'" 25, XT'" 30 and XTI 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. 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 iS07.2.7.1 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 Vasd = 150 mph (V„it = 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 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application Instructions, for use In wind zones up to Vafa =1S0 mph (V„„ =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 D71S8 indicates the measured uplift resistance (RA 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 Va,a = 150 mph (V„i, = 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 614320-3. Exterior Research and Design, I.I.C. Evaluation Report 302.09.05-1111 CerdJkate of AuMarhadon 09503 FBC NON-HVH2 EVALUATION FLS444-R10 Revision 11:12/08/2016 Page 3 of 12 iii\,I TRINITY I ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R90S.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 1S07.2.3, 1S07.2.4 or R905.2.3. 6.2 6.2.1 6.2.2 6.3 6.4 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 R90S.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC iSO7.2.6 or R90S.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section IS10 and CertainTeed published installation instructions. CT20'", XT" 2S, XT" 3Q, XT" 30 IR: ENGLISH 12" 12" 12" 305 rtm) (305 mm) (305 mm) 1" (25mm) — Se lanl I"(25mm)( 5 s/e" (1 45 an) _ plard T METRIC 1311e" 13'h" •— 131W 1"(25mm) —Sealant 1"(25mm)-( 6'IV' T STEEP SLOPE Use four nails and sir spots of asphalt roofing ceatenN for every full shingle (Figure 11-4). Asphalt roofing cement inkling AM 0458A Type It Is suggested. T--- -- ---T I Rooting Cement Apply 1"(25 mn) spols of asphill roofing cement undor each tab corner. Figure 11-4. Use forrrnails mrd sir spots ofasplW1 anrusr! on'slevib slopes CAUTION. Excessive use of roofing cement can cause shingles to blister. Figure !l-3: Um four nallsfor eusry fvp sbingia 6.4.1 Hip & Ridne for CT201", XT'" 2S. XT" 30, XT' 30 IR: Cut Shingles 1 " I —I 1 - 2" (50 min) Remove25mm) I I IW I 9!!C100-1PA 1z' Cap _305Imm) Shingle figrne 11-24: Oil labs, lbs" lrfus bunk to umake trip sbirtgles rwisb Apnmtdons sbown). l Figure 11.25. InslalkUlon gjoaps along the hips and ridgm 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Corti tote olAuthorkadon 89503 FBC NON-HVH2 EVALUATION FL5444-R10 Revision It:12/08/2016 Page 4 of 12 6.5 6.S.1 TRINITY I ERD ARCAOIA"": . Use SIX halls for every ftdl shingle Inctred as shomi hc4oa: t MMQ , RSara1— tnat.e. LLLIJxot, he Figure 2: Uae sla• nedIs for emn, f ll sbrugdu. STEEP SLOPE Use SR nails and MUR spots of asphalt rouliug ceinent for tsen• full shingle as shown helow..tpply asphalt ronling cement 1'(25 nun) front edge of shingle. Asphalt ronfing cement ottxGng:Lti 1i D 4386 9lpe 11 Is sulMested. Hip & Ridee for Arcadla"': Cedar Crest"', Cedar Crest"' IR t•Osmot rttlaay— -- ELL7. Flquer.l. lso sl r nedlx and fimr spots of uspbalt nx u g cc,ua,t on step slopes. Use two (2), minimum Minch 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 Y;-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° NP111" adhesive or Henkel "PLo 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 Y4to 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 Pt. adhesive between the shingle layers. Exterior Research and Design, I.I.C. Certificate of Audwrhadon 09503 FBC NON-HVH2 EVAWATION Hand - sealing adhesive 4° 114" -- 314" 1° Dab of asphalt cement between — shingle layers 1" Evaluation Report 3S32.09.0S-R11 FLS444- R10 Revision 11: 12/08/2016 Page S of 12 6.6 BELMONTt01: Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. t u:•nsa,l a Ica oAd dwloilsErcgkt! 11..N. ) iTRINITY 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 ASTM D4686 Type II is suggested. t55W 1 t ta'r1!,ud c, kss i 5W to a1N L a I'r2stmcl ----•—Foolinpce,ieu I:125 nm l I 6.6.1 Hip & Ridee 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. Sbangle" Ridge. 18' Exposure Remove tape from the right side g• and fasten SECOND Fasten theme left side 85 s/ RIGHT FIRST LEFT F/galc 17-19. Inslallallon ofSbangloO Alga sblrgles on blps and ridges. 6.6.1.3 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, U.C. CerUllcate olAuthoataaon 09So3 FeC NON-HVH2 EVALUATION Evaluation Report 3S32.09.05-Rll FL5444-R10 Revision 11:12/08/2016 Page 6 of 12 1'T-RIINITYIERD 6.7 L CARRIAGE- HOUSE SHANGLE® AND GRAND MANOR SHANGLEt°: . LOW AND STEEP SLOPE STANDARD SLOPE Ilse seven nags and thnr spars of sphalt mofrng cement.for rwrrT u Rrt nallx for every flrD Slwngle. hill grand M:mor Shangle.11.%v f %% nails and mree s pow of a phall mtrfing cemem Mr ever} full Cartiage Ilnnse 5hmipie and Qnienol:d 512e. Apply asphalt roofing nanem V (15 mm) from t r. of shingle PIRme 17-5). Asphalt roofing cenimt m wing ASr,% D•159611 pe II Is suggested. 25mm) 1 F- t 12" p8mm) 5f B X. 16 (1rm) (220 mo) Lj I" ofMm r flguro /7-4: I/teJfn! refit jnr curry fidf tlrruoAAlannr RMnr, 5 e} larNageuMamSGnrgle.orC'enleunlel.fte. 16mm (220 125mm) --- RoolldoCe Frgum 17-5. When i!ulagOrg G'nrnd.tfannr t0anglri anslrep slopes, rise sans nallt and Ibree spurt ojrasphrdl moJing temenl. 6.7.1 Hip & Ridge for Carriage House Shanele° and Grand Manor Shanele: Refer to instructions herein for Shangle• Ridge hip and ridge shingles 6.8 LANDMARK'", LANDMARK"! IR, LANDMARKt1" PRO, LANDMARK"" PREMIUM, LANDMARK"" TL, LANDMARK"' SOLARIS, LANDMARK'" SOLARIS IR, NORTHGATE: ~ LOW AND STANDARD SLOPE METRIC DIMENSIONS LANDMARK TL 12" 143/4" 17' 305 mm) --(315 mm)-(305 mm)-j AL i1•r'4'L`. C.: l.J S•f :+.:.:;: !o-Y O.t :•1:f.':L^.."V-'.•V i I--I"(25mm) Rdcas Tape 1"(25mm)-I 1 r!l' _ NailatleF Area Errterlor Research and Design, LLC. Certtlicate of AuthorIzatlon 09503 NorthGate: YO)E 131/2" 131, 131m, 343 mm)--—(330 mm) -- --(343 mm)-- I--I"(25 mm) 1" (25 mm)-{ -- Figure /34. Liu fiiurne/ls,(nrerrrrfirlltbinRlc. AVA 305 mn) 375 mm) 305 mm) I Aalingthm s P (25 mn) r 125 mn o vrrr na I la I No tnp mms for low and slandaN sliopm (Cram 2:12 to 21:121 NM oaraean u19:sr d Irmo! Iran m s•a"an &bum. FOC NON-HVH2 EVALUATION Evaluation Report 3S32.09.0S-R11 FL5444-R10 Revision 11:12/08/2016 Page 7 of 12 STEEP SLOPE Use six nails and four spots of :asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet ASl'Af 04586 1}lte If. Apply I' spots of aspluih roofing cement uncle each corner :and at about 12' to 13' to front estch edge. METRIC DIMENSIONS 12:' —141/4 +-17'—• 305 mm) (375 mm) (305 mm) I 1"(2511.01) Release Taoe- TRINITY I ERD IANDMARK'TL 131h" 13" 13112"—" 343 mm) 330 mm) 343 mm) 1--1"(25 mm) 1 "(25 mm)-•J 1 '-I H 25mm) {---- flail Area '1 I fm Sit 25 mm) - (25 mrt( Rooling Content NorthGate: STEEP 12" 14-314' SLOPE 1—(305 mm)- — (375 m NAILING NellieAREA mm) betwe3 I Roofing Cement I Ftguri 13 S., Use stv nags andibtir spots of aspbalt roq ft cement on steep slopas 12' 305 tr 1125 mm 1.. 25 mm) Roofing Cerneni Nailing areas for steep slopes (greater than 21:12) and "Stor"ailing" Nail between lower 2 nail Ones as shown above. 6.8.1 Hip & Ridge 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' e7/e• 305mm) ( 2fi6' 415AT4t5/1B- 150mm) (150mm) (125mm)125mm) Notch for Notch for Centering Centering 12' 13t/4' 305mm) Notches for Allpnment to ( 337mm) Notches forAlipnmerd to the Top Edge of the Previous 7 the Top Edge of the Previous 75N tnt 1aamm) Qpfor5518'(141mm)&posure (196mm) II. English Dlmenelon Metric Dimension Shadow Ridge'" Shadow Ridge"' Exterior Research and Design, I.I.C. Certificate of Authorlcotron a9503 FBC NON•HVHZ EVAWATION Evaluation Report 3532.09.OS-Rll FL5444-R10 Revision 11:12/08/2016 Page 8 of 12 9 27,13V 258 mill) G ItL'I6'(12S1nm) i-- Ctr wag Nc1eb 13 VA' / T 337 trm) \ Allpo thud / rolchct to top 7 S/r atpc of (194 mm) p:lydplls ca4-rso NorthGate Ridge 5•(125nen) ovasu(e TRINITY ERD 131/8" 333 168 mm II 1 m68m f_ i I t,enterinp 131/4• Notch 337 mm) Align lhoso notches to top edge of 74m6' t8 mm) revlous course. NorthGate Accessory r J Laying Notch I I II I 1 I! I C Figure 13-20.- Use layingnotcbea to coter.rbhWhs on /ilia and d4w, and to locate the c oneet exposure 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NPl'""' 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, U.C. Evaluation Report3S32.09.0S-R11 Certgtcate oJAuthorlmtton 09S03 FBC NON-NVH2 EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 9 of 12 r K --) TRINITY I ERD 6.9 PRESIDENTIAL SHAKE'•', PRESIDENTIAL SHAKE"" IR, PRESIDENTIAL SHAKE TLTM', PRESIDENTIAL SOLARIS'": LOW AND STANDARD SLOPE: STEEP SLOPE: Per low and standard slopes, use five nails for each f ffPresldenilal For steep slit use nine nails for each full Presidential shingle and shingle as shown below. apply V diameter spots of asphalt rooMg cement under each shingle lab. After applying S nails In between the naWng guide fines, apply 4 nails t' NaGlltg — 40' --.I above bib cutouts making certain labs of overlptlg shtrigle cover walls. Guide Unos (1016 mm) 5114 133mm) • • • 141/4' 11h' 3Am!17 imm) NOTE: Apply nails on painted guideline. Figure IS-6 FasteningPhnkftUal and Praidmilal TL Stake sWngles on low and standard slopax 1' dlamelor asphalt tooling cement Figure 16-7.• Fastening heslAwtiat and Pms1knlld TA SUAe shingles on steep s/opar. 6.9.1 Hip & Ridge for Presidential Shake'. Presidential Shaker" IR. Presidential Shake TLr". 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.rldge (expose no more Ulan 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- tener's. The fastener's must be 13/4" long or longer, so they penetrate either 3/4"'lnto 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/a' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NP11" adhesive or Henkel "PLe 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 HATTERAS"': LOW, STANDARD AND STEEP SLOPE: r4gfm 1S•fi 1'arA• 11181lnllerarAhtoerOtt Lntr and d'la$MkUd opef For lov and sundatrl %lopes, use fits nails for each full Itutents dthtgle. a< sltuou ttlmxc. Exterior Research and Design, I.I.C. Certifloate oJAuthori:anon 99S07 FOC NON-HVH2 EVALUATION Smnryl_ _ _IjJSttm)_ 1lxrtm Ir. t: larlrni,.IGrllrrat.YlJrttlel ua.Vm/t.Vo1n rue aeep dope% tw• me nails and eight %Imu of asphalt cooling crviaa for atrh 1011 ll.txt:ras shingle as shtmu ahtxc. A OT I- t2Saw) d6nxcrr ry%mt of runGng rcuteot l.L\TV D 4Sa6 T7x 11 m-WaM) ondet wili tab cotecr. Pros sldnglc Inns plan, tGt ore capo3e rnaem. c iiirrmN: Too much rualhud cauna cum rau:c %hluglts to Witter. Evaluation Report 3S32.09.OS-R31 FLS444-RlO Revision 11:12/08/2016 Page 10 of 12 Qrfpl',INITY I E R D 6.10.1 Hip & Ridge for Hatteras': 6.10.1.1 Option 1: Accessory for Hatteras It 1 2 3 Figure 15114. 18 tbreeplace antis separale•to make 54 Hatteras Accessory sbin#es 6. 10.1.2 Option 2: Cut Hatteras Shingles 230 mnl) 77 IIg—.{ _ fig (460mm) g\oas mm) (2o mm) f _ _ _. 5 a , l m Cap Cap Cap Cap Shingle Shingle Shingle Shingle 2aoc m Figure 1S-W.. Cut Hatteras sbirgles to make cover chap. Figure 15-21: InstollaMon of caps along blps and ridges 6. 10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NP110" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 11 r.•.. , • -• .. HIGHL' ANDSLATET"',•HI,GHLANOSLATE'"•'•IR: _•, •„.,.. • ,-:. •:,.. •:- _••„ LOW AND STANDARD SLOPE: STEEP SLOPR Ftguro t/-.3. Use RIT nalkjorewg llagUand data sbtngla Use RnB nulls and RIGHT spots of asphnif roofing cement• fat each fug Highland Slate shingle. Par bfiamlAade, SM italls are required. Apply V diameter spots of asphalt roofing cement under each tab comet Asphalt roofing cam( mccllag MM D4586 Typo 0 is suggested. Rl+ O r— r r r 0" M fmsd a1n.y MENME om Wr t t• t• Naeu Nan) -- fading Came ' Flguro 11 st: !!so true nalls and algbt spol ofaspWit rotyfngCeawmU attdar exb tab corner. CAtrrION: fitcestire use of roofing cement can cause shingles to blister. 6. 11.1 Hip & Ridge for Highland Slate"". Highland Slate"4 IR: Refer to Instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.OS-Rli Certificate olAuthorlzatlon p9SO3 FOC NON-HVH2 EVAWATION FLS444-RIO Revision 11:12/09/2016 Page 11 of 12 TRINITY ERA 6.12 PATRIOT—: _ LOW AND STANDARD SLOPE STEEP SLOPE Use POUR naib for every full shingle luadcd :L< shown below. lac• fOUlt nails and fair sixxs of asphall roofing ctment fur esrn• full shingle as shown Iseloss. Asphalt roofing atinent mcefloR ASTdl D45156 Ape. It Is soggtzml. Apply 1'(25 min) spots of asph:dl mofiul seahnt untan :a shoswn. CAMION: lNeMsiwe use of ruoGng cement can reuse sldoets to blicier. ussma:l If mrsel rDlerrl (t3smn '+' Ptt3 — r — rls— .;Z. Morq Roaflap h unl t•3', WJ t7•i' '•'I 6.12.1 Hip & Ridge for Patriot': Refer to instructions herein for Cedar Crest"", Cedar Crest'" IR, Shadow Ridge*", NorthGate or Shangle RidgeTM' 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 1S07.2.7.1 / R90S.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—QUA962S; (414) 248-6409; karen.buchmann@us.ul.com ENO OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3S32.09.05-R11 Certif sate of Authoritation #9503 FBC NON-HVH2 EVALUATION FLS444-R10 Revision 11: 12/08/2016 Page 12 of 12 4/28/2017 Florida Building Code Online 29 rr r fI;(';': ±i :,{}.^v+ •+ n" r:K 'i. .l. •' • i• .•. 1 •• r' • 1 ' II AJj:•7."`!1; ., . ' 1, rv1.,Y• Y•f^+. t •t'. t. "'7 -..._.._•- I SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats a. Facts Publications FBC Staff ` BCIS site Map ,Links j Search fbrich Lr :--1 l urea aaAtpupe.oval Product Approval Menu > Product or Anpllcatlen Search > Application List > Application Detail FL # FL12328-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived I :I Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Carter Lea carter_lea@tamko.com Technical Representative Kerri Eden Address/Phone/Emall PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri—eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By_ Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R7 COI TBP14001 3 2014 FPA TAMKO Underlavments-FINAL, odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D4869 2005 ASTM D6380 2003 Equivalence of Product Standards Certified By Sections from the Code httpsJ/www.floridabuilding.orgfpr/pr app d.aspx7param=wGEVXQwIDgtF2AezuarIgOlAramDGmSe%2bS%2baRvkOl3ThCQrIWi58TQ%3d%p3d 1/4 Product Approval Method Florida Building Code Online Method 1 Option O I. • •. Date Submitted 08/23/2016 Date Validated 08/23/2016 Date Pending FBC Approval 08/25/2016 Date Approved 10/13/2016 Summary otProducts - •_..—,_ _ ,_, ....____.___ _.__. ' . FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 11 TSP14001.3 2014 FPA TAMKO t Approved for use outside HVHZ: Yes Underlavments-FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes j Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL.odf E ' Created by Independent Third Party: Yes i 12328.2' _ ASTM Tile Underlayment Coated organlc underlayment ^ Limits of Use Installation Instructions - Approved for use In HVHZ: No FL12328 R7 II TSP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL. odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE T81314001.3 2014 FPA TAMKO U nderlavments-FINAL. odf Created by Independent Third Parry: Yes 12328.3— Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use In HVHZ: No FL12328 R7 II TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TSP14001.3 2014 FPA TAMKO Underlavments-FINAL. odf Created by Independent Third Parry: Yes 12328.4. Moisture Guard Plus A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 II TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL. odf Impact Resistant: N/A Verified.By:•Zachary R. Priest 74021 j Design Pressure- N/A Created by -Independent Third -Party: Yes ' E Other: See evaluation report for limits of use. ' . Evaluation Reports 01_12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL.odf Created by Independent Third Party: Yes 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 11 TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL, odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlayments-FINAL.odf Created by Independent Third Party: Yes 12328.6 No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use In HVHZ: No FL12328 R7 II TBP14001.3 2014 FPA TAMICO i Approved for use outside HVHZ: Yes Underlavments- FINAL, odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 https)Aivww.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXCnnrtOgtF?AezuarJgOlAramOGmSe%2bS%2baRvk013ThCQrlWi58TQ%3d%3d 214 Florida Building Code Online Design Pressure: N/A Other: See evaluation report for limits of use. Created by Independent Third Party: Yes Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nderlavments-FINAL. odf Created by Independent Third Party: Yes 112328.7 1 No. 30 ASTM I Asphalt saturated organic felt Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use 12328.8 I No: 30 UL Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.9 1 TAM -FELT Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R7 II TBP14001.3 2014 FPA TAMKO Underlavments-FINAL Dd f Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlay ments-FINAL odf Created by Independent Third Party: Yes Asphalt saturated organic felt Installation Instructions EL12328 R7 II TBP14001.3 2014 FPA TAMKO U nderlavments-FINAL odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports 12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL, Ddf Created by Independent Third Party: Yes Alternate to ASTM D 226, Type It underlayment Installation Instructions FL12328 R7 lI TBP14001.3 2014 FPA TAMKO Underlavments-FINAL. odf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL. odf Created by Independent Third Party: Yes 12.328.10 TW Metal and Tile Underlayment self -adhering modified'bitumen underlayment Limits of Use Installation Instructions Approved'for use In HVHZ: No FL12328 R7 lI TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlayments- FINAL . odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent. Third Party: Yes Other: See evaluation. report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO . Underlavments-FINAL. Ddf Created by Independent Third Party: Yes . 12328.11 TW Underlayment self -adhering modified bitumen underlayment Lim Its of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 II TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL. odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nderlavments-FINAL. odf Created by Independent Third Party: Yes l•LIB \(9:O Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone 850-487-1824 The State of Florida Is an AA/EEO employer. Coovdaht 2007-2013 State of Florida.:: Privacy Statement :: Aecesslhllity Statement :: Refund Statement Under Florida low, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic 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 4SS.27S(t), 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 public. To determine If you are a licensee under Chapter 4SS, F•S., pease click here • Product Approval Accepts: 93 ®!1« E httpsJAvww.11oridabuilding.org/pr/pr app rill.aspx9param=wGEVXQwtDgtF2AezuarigOlAramDGmSe%2bSe/a2baRvkOl3ThCOrIWi58TQ%3d%3d 3/4 4/2e/2o17 Florida Building Code Online Credit Card Safe t*psJ/www.florldabuilding.orglpr/pr_app dU.aspx?param=wGEVXQwtDgtF2AezuarigOlAramDGmSe%2bS%2baRvkOl3ThCQrlWi58TQ%3d%3d 4/4 CREEK Certificate of Authorization bur Drive17520EdinburghDrive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, r EDITION (2014) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued August 22, 2016 P.O. Box 1404 Joplin, MO 64802 417)624-6644 hftp://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.3, 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2, 1507.4.5.3, 1507.5.3, 1507.5.3.2, 1507.6.3, 1507.6.3.2,1507.6.5,1507.7.3, 1507.7.3.2,1507.8.3. 1507.8.3.2. 1507.8.8. T1507.8. 1507.9.3. 1507.9.3.2. 1507.9.5, 1507.9.9 Properties: Physical properties REFERENCES E01b Report No. Standard YAK PRI Construction Materials Technologies (TST6049) TAP-191-02-OIREV ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM O 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 UL LLC (TST9628) 13CAl2269 ASTM D 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAMKO® ASTM Slate ASTM D 6380. Class M, Type 11 undedayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. Min. slope: 2:12 Application: The underlayment shall be installed with minimum 2' side laps and minimum 4" staggered end laps and in accordance with FRSAfrRI 07230 for the applications. Allowable roof coverings: Attachment of asphalt shingle valleys and day and concrete tile shall be permitted In accordance with the FBC. TBP14001.3 FL12328-R7 Page 1 of 4 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. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOG ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSAfrRI 07230 for tile applications. Allowable roof coverings: Attachment of clay and concrete tile shall be permitted in accordance with the FBC. TAMKOO Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The underlayment shall be installed along the valley In accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted In accordance with the FBC. TAMKOG Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard PlusG with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-1l2" side laps and minimum 6" staggered end laps. Min. application temperature: 40"F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and clay file roofing shall be permitted in accordance with the FBC. TAMKOG No.15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that Is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOG No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that Is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 2 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 81G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality, assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOO No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underayment shall be Installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOS TW Metal and Self -adhered, flexible, ASTM D 1970. rubberized asphalt sheet membrane with a Tile Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6" staggered end laps. Min. application temperature: 40°F Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and mechanically fastened clay and concrete tiles shall be permitted In accordance with the FBC. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6" staggered end laps. Min. application temperature: 40"F Allowable roof coverings: Attachment of asphalt shingles and metal roofing shall be permitted in accordance with the FBC. TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles shall be permitted In accordance with the FBC. TBP14001.3 FL12328-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 81G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report 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 F-ACREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments 10 TECHNICAL SERVICES, LLC LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance In not within scope of this evaluation. 4) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5) Minimum application temperature shall be 50'F unless otherwise noted. Contact the manufacturer when installing at temperatures below the minimum application temperature. 6) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 7) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 8) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 9) All undedayments shall be installed with the roll length parallel to the save, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 10) The underlayment may be used as described in other current FBC product approval documents. 11) The underlayment shall not be installed over existing roof coverings. 12) Contact the manufacturer regarding specific exposure limits for each underlayment. 13) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 5th Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. G .... R. • AV C No 74021 STATE OF •: 4 s,O N A` tfttttt CERTIFICATION OF INDEPENDENCE ar.rw..,w••wn ,. 2016.08.2 2 09:35:39 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will It acquire, a financial Interest In any company manufacturing or distributing products under this evaluation. CREEK Technical Services. LLC Is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest In any other entity Involved In the approval process of the product. END OF REPORT TBP14001.3 FL12328-R7 Page 4 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 81 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 Certificate of Authorization bur Drive17520EdinburghDrive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, r EDITION (2014) Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto:/Iwww.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Issued August 22, 2016 Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.3, 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2, 1507.4.5.3, 1507.5.3, 1507.5.3.2, 1507.6.3, 1507.6.3.2, 1507.6.5, 1507.7.3, 1507.7.3.2, 1507.8.3, 1507.8.3.2, 1507.8.8, T1507.8, 1507.9.3, 1507.9.3.2, 1507.9.5, 1507.9.9 Properties: Physical properties REFERENCES Eclib Report No. Standard YQ[ PRI Construction Materials Technologies (TST6049) TAP-191-02-01REV ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM O 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-215-O2-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-222-02-Ot ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-019.02-01.1 ACC 188 2012 UL LLC (TST9628) 13CA12269 ASTM D 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAMKOS ASTM Slate ASTM D 6360, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. Min. slope: 2:12 Application: The underlayment shall be Installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for tile applications. Allowable roof coverings: Attachment of asphalt shingle valleys and clay and concrete tile shall be permitted in accordance with the FBC. TSP14001.3 FL12328-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDINGTAMKO Unde layment TECHNICAL SERVICES, LLC TAMKO® ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for the applications. Allowable roof coverings: Attachment of clay and concrete tile shall be permitted in accordance with the FBC. TAMKO® Master ASTM D 6380, Class S. Type IV undelayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The undelayment shall be installed along the valley in accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted In accordance with the FBC. TAM KO® Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard Plus® with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-1/2" side laps and minimum 6" staggered end laps. Min. application temperature: 40"F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and clay tile roofing shall be permitted in accordance with the FBC. TAMKOO No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be Installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO® No. 15 UL ASTM D 226, Type I undelayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2' side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO® No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2' side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete dle, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted In accordance with the FBC. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Tile Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6' staggered end laps. Min. application temperature: 40'F Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and mechanically fastened clay and concrete tiles shall be permitted In accordance with the FBC. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering ditecdy to the roof deck with minimum 4" side laps and minimum 6" staggered end laps. Min. application temperature: 40'F Allowable roof coverings: Attachment of asphalt shingles and metal roofing shall be permitted in accordance with the FBC. TAMKOS TAM -FELT Alternate to ASTM D 226, Type 1 and Type 11 underlayment constructed from a non - perforated organic felt that is saturated with asphalt. Application: The underlayment shall be installed with minimum 2' side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 3 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application Instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5) Minimum application temperature shall be 50'F unless otherwise noted. Contact the manufacturer when installing at temperatures below the minimum application temperature. 6) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 7) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be Installed in accordance with FBC requirements. 8) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 9) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 10) The underlayment may be used as described in other current FBC product approval documents. 11) The underlayment shall not be installed over existing roof coverings. 12) Contact the manufacturer regarding specific exposure limits for each underlayment. 13) All products listed in this report shall be manufactured under a quality assurance program In compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 5r" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. V(I? rR rp,, Gx?'. RZ '. No 74021 i 33 STATE OF : 0 i As'`S N A • CERTIFICATION OF INDEPENDENCE 2016.08.2 2 09:35:39 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial Interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services. LLC Is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. 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, not will acquire, a financial Interest In any other entity Involved in the approval process of the product END OF REPORT TSP14001.3 FL12328-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 4/28/2017 Florida Building Code Online rrK*--- : ,^ ,.-•,K- '. .. r+t'}'•I •.I:H•I%riA.rlll' `' ` ;1 • '_q' r. , ; r tf • r. v - :{• ' i.. ' - 'e. rl. a• ~lit -Z i. I: M1ih•!,kAF`,fv5' IJ CJI' Jl'' .1.- •rn + .1 P' . ' ;, ar..' r. • .' i c: ..i•: . i. ., :.t 1. ;..,: (. : .:r. ;, !• ,' '''.. :.. ••• •' ,. ells Home! I Log In i user Reolsoation I Hot TOPICS i submit Surcharge ( Slats S FaW I Publications I FBe stare I sas site Map I unw I search Flnrii:l<a go Product Approval USER: Public User Proourt Aoomval Menu > Proouct or Application Search > Anoiiotion List > Application Detail FL # FL158-118 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by OBPR 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 Tampa, FL 33623 813) 621-4641 Ext128 cparrino@castcrete.com Authorized Signature Craig Parrino cparrino@castcrete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@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 Compliance Method Certification Mark or Usting Certification Agency Miami -Dade BCCO - CER Validated By M(aml-Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year Ad 318 2011 ACI530 2011 Equivalence of Product Standards Certified By L"' ? .t •;' k ', ,J4: Product Approval Method Method 1 Option A Date Submitted 04/29/2016 https:/Avww.floridabLdlding.org/pr/Pr_app dtl.aspx?param=wGEVXQwtDquegl%2bT71%2(Flg2gnRzHNulcci5pgL)(kU6g%3d 1/2 4428=17 Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online 05/06/2016 05/06/2016 Sup niinaiyofProducts t FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes FL158 R8 C CAC NOA 14-0903.03.odf Approved for use outside HVH2: Yes FL158 R8 C CAC NOA 16-0126.03.pdf 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 FL158 R8 II NOA 14-0903.03.odf 158 118 It NOA 16-0126.03.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: a"i W. Contact Us :: 2601 Blair Stone (toad. Tallahassee FL 32399 Phone: 650-487-1824 The State of Florida Is an AA/EEO employer. Coovrioht 2007-201-1 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 45S.27S(t), 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 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 4S5, F.S., please dick rl _ e . Product Approval Accepter 4 ® rl'iA E Credit Card Sale I h"JMrww.floridablulding.orgfpr/pr app dU.aspx?param=wGEVXQwtDquegl%2bT71%2(F192gnRzHNulcgj5pgLXkU6g%3d 212 MIAM IDDADE NUAM1-DADS COUNTY e PRODUCT CONTROL. SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Xi R) 11805 SW 26 Street, Room 208 BOARD AND CODE ADNUMSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) myty.mlamidade.rov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder the applicable roles 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 rite expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Mi.anti 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 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) 4", 6" & 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 Parrino, 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 beating the Miami -Dade County Product Control Revision stanip with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSELE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a perutaltent 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.. Ifarty 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 F_-1, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.C., M.S. NOA No.14-0903.03 MIAMIDADECOU ll v f fvt= "Gs^- Expiration Date: 09/11/2018 Approval Date: 10/09/2014 Page 1 Cast -Crete USA, Inc. NOTICE OT ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing 11to. FD4612, tilled "Precast and Prestressed Lntel Details'; sheet I of 1, prepared by Craig Parrino, P. E.. dated 1larch 24, 2003 and Drmving No. LT4612, titled Cast -Crete 4", 6" & 12" Lhhtel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated klarch 24. 2003. last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural Jesting on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete Ihtie I specimens, per A STM E-5 2 9- 94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Chrislopher A. Kanton, AE. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 209 pages, prepared by Craig Parrino, P.E., signed and sealed Gli Craig Parrhho. P.E. 2, Calculations for Cost -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 S)atem Manual for Cast -Crete Hachine Made Precast Lintels revised on Mqv 1, 2002. 2. Cast -Crete Quallq, System Manual forPrestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drmving No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated ,March 24. 2003 and Drmving No. LT4612, titled Cast - Crete 4", 6" & 12" Lintel Selfe Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated klarch 24, 2003, last revision dated March I I, 2008. B. TESTS 1. None. C. CALCULATIONS None. D. QUALITY ASSURANCE 1. 13y Miand-Dade Counly Building Code Compliance Orce. E. MATERIAL CERTIFICATIONS 1. None. Hk iy A. Makar, P.E., M.S. Product Control Unit Supervlsor 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 # 12-0209.12 A. DRAWINGS 1. Draining No. FD4612, titled "Precast and Prestressed Lhutel Details", sheet 1 of 1, prepared by Craig Parrhio, P.E., dined March 24, 2003 and Drawing No. LT4612, titled "Cass -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets / through 3 of 3, prepared by Craig Parrino, P.E., dated .&larch 24, 2003, last revision flirted A4arch 11, 2008, all signed and sealed by Craig Parrh:o, P. F,., ail March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mictud-Dade Colony Deparnuew of Perrnidi»g, Environnuew. and Regulaloq Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi-om Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, AE., certifying compliance with the Florida Building Coda, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Alone. D. QUALITY ASSURANCE 1. By A- iand-Dade Cotmly Depuriment ojRegulatoi), and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. 10)(11y'A. Mal(ar, P.E., M.S. Product Cowrol Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-2 Cast -Crete USA. lite. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. FD4612, titled "Precast card Prestressed Lintel Detalls ", sheet 1 of 1, prepared by Craig Parrino, AE., dated March 24, 2003 and Drawing Aio. LT4612, tilled "Cast -Crete 4", 6" & 12" Lintel Sqfe Load Tables'; sheets 1 Y through 3 of 3, prepared by Craig Parrino, AE, dated March 24, 2003, last revision datedJune 12, 2014) all signed and sealed by Craig Parrino, P.E., orr August 19, 2014. B. TESTS 1. None. C. CALCULATIONS a 1. Calculalions for Cast -Crete Lintels, dated 0811912014. pages 14.201 through 14.236, prepared by Craig Perrino, P.E., signed and sealed by Craig Pe vino, P. E. D. QUALITY ASSURANCE 1. By Miand-Dade County Department o%Regulatoil, mid Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi-onr Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Pmrirm, P.E., cerlifying compliance with the Florida Building Code, 2014 Edition. Hel altar, P.E., M.S. Product Control Uuit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E- 3 N 4AST RE,W HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE .0. TYPE 'A' SIM 1. vtsrsy[[vt, r uliL ssv.'w vu Q•rar-f iI r . F s I I i1r 4" SOLID LINTEL DATA TABLE ILIl IJ.LS! ! tL1i rsz9[ern e rHf if :r )17 rF ocs[eltisz.a g>• Q'CSiIL1liaTrri aQ. 6" PRECAST U—LINTEL DATA TABLE cl) WLQli" MllMZF=UMAD L EYamrm Ar llI I'L_Ir1C5a1 t/r3.a:J rr7 r7L1 t Elcraou:ar:o v®r vao FHI]i 0 ttFflr rnI .N rSi i7:SZ777 [2 i t7a tf r ci o rim ru l rare rstsmi ram r:rn o Ircsary"WT1 9rarvnm o ravrrrasra ra-artlffr7MI1rLawrz rravrsnr ry: rta.t_:: rr$vrWM o nav r r ram., Manxnszry f. ,,,, , rsQ9 rtiry o QiCL r f?L1 if'-1ITdIi ri1TS.^; rflC9fd7 ro rrrsmr rl mnr avru..:rsz9rz o rzaa ar}, r„Nrtcsar,,;, rr m Frzt r: :t'J nma Fr[J=yorrr rr10 gym®IF1+r1[$EiD'zL O Ic vd lr7c vdo L"moum Fjz, IGLr vt:a:J lnJlrl aocoorC.Ia[I.::La@7Q11!__Jrcr+mt::ar_.Ir;avmra' rmam an, r crrve e rao, Fnasra r,fi.nF.avz o rn11LErl, 17C»raa tr ffr,zmrrav r mil r:i_.. 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J vlwZ'l fl oeares+om a r•lrn,® Emo ME Y,.,,V CRyG PPARR M9WD 6324OR57 S :M% R33504I• p FL P.E. LIC. No. 4475 PRECAST BAND PRES ML 1A 171201110. Jr M0T) UCr ltr.,AsRU WI& d oompbi•rI^bl: ll. Florida A•e•PVC d,,l4-° 03 g•ylniu,n IM• I S D LINTEL DETAILS IM13 a= faI I GENERAL H01Es 1O r i tr ud b ea M..ddad M d-Ilr b o odd•. d 0. aft 1e rcm.bb .o0al rd .Stadq ar q:wb re 4' rasa Wa s soon 1d re r a Ir bw . itm py fe prat a ] = /E iet aeaepa• a uW ASIG QO .M-mKmm M 13) Ti. •defer .alm. W W& iddbd in abler c web mb Ad ro mdnq d . cppud b amde rib AM0-M nft lyv WdCsAt,NIQ UNdI bdd wuiainaad dA va&d (ea9r rr nW ad MimdW OOarO bWdaMado*W W VA metl edbaCnP lfi W IWb.le e dlx 1 y Appkd wf" bod A dwAtoMa bed ID 2) As.ef. bW Ww bed m dibw>.n 4 hub m•bd Mq S Sdo Mid NOW sd# buladd bed mallb . Wad trp 70S Y bwdij WO Ib15) rm m ;cdb Wd M:glb ed 0-% m mb bed bm acd bw bdfd Aw 11sb 9 112 Vcl,& tlq rm Ltd fagft d dmik Id w. bdd Ras and raped knO m.d. n hwH. W M.0 bid ad how ldds 17) SWo bob w e+pul•P••W ab mdb be& 4) The Ma W In pcclbea blade Pa Vaud n*40 br 11) Sd• bob besW o m9ode ddpn ac4m pa AO SM ad AD M " 9m••' a rill eddd'.bare l bw 142dpp 12. 10) Adfimd eddlbd sidemed miadr su.avA m3• QGIIQ A..r Dm btd SO drbb Mbr. Sreddl'm4 ) 1 S) A0 bt* omd a arsd 380 &%on • j We t 12rd 17-4 t bW im'1500ps rerad sedaL/190 ddkmdrhdnq s .•S RW* halo Lid. Sai'm IGD4S1 a eyVrrWl.. d) 9m• M d ideb inraped l''•,. 3 SEE SAFE LITERAL 1040 7) 4- MW hkb to be -- •/ C 67m,as Mfbu" ad y ;,. j TAM FOR LOAD RUM MR EAOH ADOMMM ralaadim .rBal a. 2.• REDIFORCEO CYU {RQOI) p satcldlal/ 6dd aW am* db u. aWee W FULL Wdbrkmadad/ 9) Um &*w .my edbmb —*dW boa kom an we bW bulb by dthlorap 0. romfaro• rob0np am•mt ad Wer d d-mny km 0. 1/Y CLR TYP t,•.:: I. 1) i5 RFBAR FOR ti llIBELS 2) fs REBAR FOR tY lD1TEL5 fend .eVpd i. 000 or FR60 SAFE LOADS FOR 4" SOLID LINTELS 114AM GRAVITY TYPE LENGTH 4S8 Y- 6' (421 PRECAST 1180 4'- 0- (4B7 PRECAST 959 4'- r (541 PRECAST 789 V- 10'(701 PRECAST 460 6'- 6- (781 PRECAST 360 7'- r (901 PRECAST 260 9'- 4- (1121 PRECAST 156 10'- 6-(1261 PRECAST 116 121. 18 C 11cm UPLIFT LATERAL LENGTH TYPE 4S8 4S8 3'- r (4n PRECAST 687 371 4'- 0' (481 PRECAST 597 320 4'- 6- (541 PRE= 529 258 5'- 10'(70O PRECAST 407 148 6'- 6- (78') PRECAST 366 118 7'- r (901 PRECAST 280 87 9'- 4- (1121 PRECAST 187 55 10'- r(1267 PRECAST 152 43 12FB 12F12 12F16 10) RR. - Rd Red . •`•.^•.: e'::. '. _ nw ..,.. 11) bdla• lid, Wad aba to W beW d W bdtm9 d We Wd m:pG •i'>:.l, •• •u . M : 1 1. 6U8 US 6F12 6F16 • •YS?`' F. TYPE DESRit&MON 4 rr. bseme. n/o-Irue rblw a 40e, ,} '••.i .s.y,, : • 1,; . • "f'!'`•::` ;; -•'i:e`_ti r• uit.olJ J L S `: e • • . i". S..i's" • ILL pppp wo no if kum C RY®urms M>mrm;m •;;: `ram . '' ISL; S'l: rwix`:: i,ii,.•s . '>.,;. vr CAM a'. :• 4',t' — COAL : is S: ; ' II ,,, • "~.• `^• • :: • • • r" f + 4$6 A 12F28 12F24 12F20 d e i•': V •• in imsmo im W umf , • • >; ' .:' VA0DUCrROu1S1eD M amm ssrumd ' ;i. r ' 7Y m—Plyt-9'4sb On Fkdde sou. iursca :>r - k. a $T t 5 ACIWL rrotoa • • • • • • • •0 •,., ; % r•. 8. kW? IdifiaT,iiLaWild. lb od 0 MGPAMM0 r"maim WN SMCR$79 NR1G•SE OF32 6F28SF246F2RuC.FL MM N0. o • !oAf N ON REVKM CAST 4", 6" & 12" LINTEL SAFE LOAD TABLES R1I RbWI: DISUBS- 14 0419 tfa lmub AtMlO sau: IUS Mm. 3/24/ a1 D[GQd lL rtAW pAll t r.I. - ttd. 110. Oaf{ 9491R.Y0. WN2 SittD , M SAFE GRAVITY LOADS FOR V PRECAST U-LINTELS SAFE LATERAL LOADS FOR s-PRFEARTH t INTri s SAFE UPLIFT LOADS FOR 6" PRECAST U.LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6U6 91-IB 6r1I-t0 6F16-19 6F20-18 6124-10 Un-10 6F32-10 S-6- (421 PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 4'-O' (481 PRECAST 2025 2313 3892 5050 6148 7227 8297 9357 4'-6' (541 PRECAST 1654 1807 3633 5050 6148 7227 8297 9357 5'-10'(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 822.5 6'-6- (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 r-6' (901 PRECAST 779 883 1459 2188 3151 4524 U54 9357 9'-4' (1121 PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-6-(1261 PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4-(1361 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0-(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4'(1601 PRECAST 373 417 646 S99 1170 1495 1862 2283 14'-O'(1681 PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4-(2087 PRECAST NR 299 455 620 794 955 1190 1437 j) SHE NUMBERS IN PMENTHESIS ARE PERCENT REDUC110NS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE ND. 4 SAFE LOAD PLF LENGTH TYPE 6U8 61`8 RCMU 3'-6- (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-6- (541 PRECAST 416 609 344 5'-10' (701 PRECAST 3DO 350 198 6'-6' (781 PRECAST 263 496 157 r-6- (901 PRECAST 222 367 116 9'-4- (112) PRECAST 173 352 74 10'-6-(1261 PRECAST 151 276 58 11'-4-(136-) PRECAST 139 311 49 T2'-O'(1441 PRECAST 131 277 44 13'-4'(160) PRECAST 117 223 35 14'-0-(168) PRECAST 111 202 32 17'-412081 PRESTRESSED N.R. 130 21 SEE CEMERAL NOTE 18 owaw04"IfR SAFE LOAD. POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-tl 6r12-11 6F16-IT 6F20-17 6F24-IT 6F2$-It 2-I1 3'-6' (421 PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0' (481 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1093 1592 2084 2577 3069 3562 4055 5'-10'(701 PRECAST 831 1222 160D 1979 2357 2736 3114 6'-6- (781 PRECAST 723 1097in 1431 to 1777 2117 2457 2797 r-6- (991 PRECAST 648 863n 1249 1544 00 1840 s 2135 to2431 9'-4- (112-) PRECAST 575 57104 980 2 1492 1732 1972 10'-6'(12n PRECAST 14 46200 787 1121 1336 1551 1766 11'-4-(1361 PRECAST 474 401 685 985 1213 1442 1645 12'-O'(1441 PRECAST 154 367 619 888 1093 1299 1506 IN-4'(1601 PRECAST 402 308 516 736 j 9D6 1076 1247 14'-0'(168-) PRECAST 368 285 475 677 832 989 1145 17'-4-(2D87 PRECAST 253 20B 338 476 j 5115 693 803 n THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBW SEE GENERAL NOTE N0. 4 q. 44 Atft 0.` CRAIGPAMNO 0 SEE GENERAL NOTES - SHEET 1 OF 3 6324 '•. S aVALE;.` SEFRS 795gq r hss' ns FL.P.E.UG•Na44758 o h —CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 4 .• re[ rue omee-u otmi a AM ssrslR Seslr: ILIA ramostus/ts/os cum W. CDsrAemq IL - rm W suss 1 otnomrA unu S M I or s ter - - _ — A SAFE GRAVITY LOADS FOR IX'PRECAST U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U8 1218 i8 12F12-iB 11F18-2B I2120-28 12R4-28 i2125- 12FA-28 Y-6- (421 PRECAST 3428 SIM SBSB 7619 9352 11060 12755 14438 4'-0' (48') PRECAST 2923 4232 5838 7619 9352 11060 12755 14338 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10'(701 PRECAST 1612 232D 3218 5234 B487 11060 12755 1444 C-6' (781 PRECAST 1393 1996 2879 4196 6421 10032 12755 1 7'-6- (901 PRECAST 1138 1629 2131 3218 4676 16756 9763 1352Q 9'-4- (112) PRECAST 795 11216 1535 2230 3083 4167 5%3 755 10-C(1261 PRECAST 614 1043 1295 1853 2516 3323 4334 5632 IV-4'(1361 PRECAST 518 945 1162 1649 2216 2893 3719 474 12'-0'(1441 PRECAST 456 878 1073 1513 202D 2617 3333 4206 13'-4-(16* PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-O'(1681 PRECAST 321 720 865 1204 1584 2017 2451 3106 17'-4'(2081 PRECAST N.R. 451 031J70DB81 1141 1428 1750 21 19'-4'(2321 PRECAST NR 343 477 925 1152 1380 1609 tq Ui< MAMM n MEMO= Da FU®" 1®NOD16 root QUM 40 Fat) AW D RfliAR. SEE MM WM IAA 4 SAFE GRAVITY LOADS FOR 42" PRECAST wF 2" RECESS DOAR MtINTF1 A 410MIT-009M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE UM 12818-2812MO- 12N14- IM841 1MV-21 IM75 IMM-21 4'-4- (521 PRECAST 2538 2942 5468 7584 9040 11669 13679 15679 4'-6' (541 PRECAST 2319 2740 546E 7584 9640 11669 13679 15679 5'-8- (681 PRECAST 1347 1841 3555 6395 9640 11669 13M 1 5'-10'(701 PRECAST 1259 1758 3361 5954 9358 11669 13579 150 6'-8' (80') PRECAST 924 1430 2633 4415W111480Q7'-C 907 PRECAST 703 1203 2157 34941132Q9'-8' 116-) PRECAST 389 843 1451 2157 19 6380 V1 E RAMM N PAIa<Aa{36 ARE mma mnxma MR CRAB 0 FaD AMM AMML SG GD10k Ia1E A0. 4 SAFELATERALLOADS FOR IF PRECAST L14.WTELs SAFE LOAD PLF LENGTH TYPE 12U8 12FB RCAAU S-6- (42' PRECASi 1295 4841 393 4'-r (481 PRECAST 1295 4841 299 4.-6. (541 PRECAST 1049 3922 2417 5'-10'(701 PRECAST 681 2547 155 6'-6' (78') PRECAST 579 2167 123 7'-6' (On PRECAST 474 1771 914 • 9'-4- (1121 PRECAST 355 11326 5% 10'-6'(1261 PRECAST 306 1143 454 11'-4-(1361 PRECAST 278 10411 3806 12'-O'(1441 PRECAST 260 971 34 13'-4'(1601 PRECAST 229 857 278 14'-O'(1681 PRECAST 216 809 251 17'-4'(2087 PRESIRESSD N.R. 16 19'-4'(2321 PAES11MW I N.R. 534 130 JCL YC,'GIVIL I+VIC IO SAFE LATERAL LOADS FOR LENGTH 4'-4' (521 PRECAST 4'-C. (541 PRECAST 5'-e (6n PRECAST Y-10'(701 PRECAST 6'-8' (SDI PRECAST T-6' (901 PRECAST 9'-8' (1161 PRECAST SEE GENERAL NOTES - SHEET 1 OF 3 affm. I - 40m SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS WpoMBR SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 12F8-21 12FI2- 12F16-2112FI0-2i 12FN-1i 2F28-21 2F32-2i 3'-6' (421 PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0' (481 PRECAST 2389 3721 4872 60D 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 B347 7365 M 5'-ICr(701 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (7BI PRECAST 1444 22 2972 3675 4378 5081 5784 7 -6' (901 PRECAST 1267 1767 319 3806 4417 5028 9'-4' (1127 PRECSi 1028 1171 M 3087 3583 4079 10'-6'(126) PRECAST 920 947 161 2281 2764 3209 3653 11'-4-(1361 PRECAST I% B29 1404 1982 2441 29D2,3384 12'-T(1441 PRECAST 814 753 1269 17 2201 2616 3032 1Y-4-(160') PRECAST 67 6633 1057 1485 1826 2169 2513 14'-V (16Er) PRECAST 622 586 97 I1365 1S79 1993 2309 PRECAST 434 427 695 964 1182 1402 1623 19'-4'(232') PRECAST LM1T-4'(2CA1 366 370 523 817 1002 187.j 1372 W DM WMM 01 N1W41 M ARE KRWII R EMM FOR OW 40 Mb AWM IEAAB. SEE RISAAA M M 4 SAFE UPLIFT LOADS FOR 12" PRECAST wF 2" RECESS DOOR U-LINTELS Cj4sf-6WM I SAFE LOAD - POUNDS PER LINEAR FOOT 3692 I2--Z; j 1 4'-4- (521 PRECAST 11626 1 2685 13746 14806 15867 1 6928 I IB89 3458 2417 4'-6' (541 PRECAST 1558 12582 136D2 4623 15W 16664 7664 2236 165 5'-8' (61r) PRECAST 1210 2042 2850 3658 4466 5273 60B1 2129 155 5-10.001 PRECAST 1171 1954 278 3553 43M 5123 5908 1716 117 C-8' (SDI PRECAST 1020 153E 2426 3114 38D2 4489 5177 1438 914 7'-6' (11 PRECAST 904 1226 2,63M2176 M 41103 4611 I IS) PRECAST 703 m 771 1472 2181 2663 3145cg 3628 ag NNIM A4 PAAIM EM AIM KFM KMCM rat G . • ENS • 40 Mb AMM WAK SQ CO1LRAL NOTE 1A 4 447 1ROD41crRFtv1s15D e mfl atl moAn+lr, Buldiy Cb4d+ QE1 F/ CRAIGRWIh A+ oroulmlto o . 03 841m1 n , to ONALE. ••' S£FRIER 4q sssee 44p +++++ R. P.ErL1S,N0.481T,ABCAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES M RA1rt, W1Aa-14 WAY rf: A m AAROD SOLID MAS M 4tttIIo ITS QWFAUMP.C.-AMALUMI WA .A^0C16 U41I1 SCAMS OF S MIAMI-DADS MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 3 IS-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 tight 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" 81nch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel. Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Pan: ino, 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 # 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-S as well as approval document mentioned above. The submitted documentation was reviewed by H tiny A. Makar, P.E., M.S. NOA No. 16-0126.03 MIAM •DADE COUNTY L-- G2w Expiration Date: 05/21/2017 I Approval Date: 04/28/2016v4/2 8 12 pl 6 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 06107196, revision #1 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P. E., dated 06107197, revision #4 dated 04128198, sheet 1. 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 11111196, '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 06/20195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/1 3195for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 42111-078240 dated 04/25/96 for #3 rebar by Amerlsteel. S. Mill Certified Inspection Report 984-M19614 dated 02/29196 for #S rebar by Birmingham Steel Corp. 6. Mill Cert fed Inspection Report #58 A66332 dated 01128196 for #4 rebar by Birmingham: Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05196 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 M19805 dated 03/06196for #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 04/03196 for #5 rebar by Birmingham Steel Corp. ft6y' A* Makar, P.E., M.S. ProductControl Scction 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 #84-M20749 dated 04105196 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 1 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 1 & 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. r - dze e— e— y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.16-0126.03 Expiration Date: OS/21/2017 Approval Date: 04/28/2016 E-2 i Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED r 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 of3, 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 CralgParrino, 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 front Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. HjjiK A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.16-0126.03 Expiration Date: OR21/2017 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 ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. 'OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets I through 3 of 3, prepared by Craig Parrino, 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. He A. Makar, P.E., M.S. Product Conitol Section Supervisor NOA No. 16-0126.03 Expiration Date: OS/21/2011 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 Miam! Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete GSA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 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 TYPE "A' STIRRUPS !1 7/32.0 BAR M SSURRUPS 1 - B U ELS STIRRUP DETAILS 7/32'0 BAR STIRRUPS TYPE 'B' STIRRUPS Y f-I STIRRUP DEL DATA_'TkBLE YNc owlLERMI ITFL LINn w oT 14 -R 0.134 642 I 1 -! 14 -6 I! -4' 0.140 667 RAR 1 -0- 330016 S - • 0 17 -4 LIU 6J4 7 a21 I,--r 7 a: 1 -2 1 O -6• R 16 0.174 713 a2 1-2 4 e 4 -Y D ca" 7B7 7 7/32 BAR 21'-2 b Or-6 Ale 10 2r-'r Omo DII 7 !1 1e 7/31 RAR 21'-10' 6 O 5-10 ! 10 24'-? OR1D OOS 72 RM D-D 7/32 RAR 23'-10' 6 O /'-T 1/9' 10 16TIN 291161MIZAMMWIMM c`7J r=3Rl7'+vm®VarME9MEM2iF7LLlmlljle^c-.D F56r.I1.Jalt<. aCrYK)"K W ELLAFr 21 LJn.4!!•D F]Ga•rJna F iOC]i ttiJL`L"'JIT:6:Vt3:SJk3's+t©QO ffmwe rziA an+,prs,r io r.eta.rdy:u:1_ra:1 Lyluira;mr.ia:l:•ria_ fi TiLi PRECAST U-LINTEL-DAT_A__ BU t" R1i1 011::71:1 1'17 a6 1 m D=FRMSM 0 inmw 1MMOU" UMMIA imF7siivLlO gin®z:aomiDa4 ao 03"mtiia[ra 3E3 Dt3:1L7C1 r L70 7p}7ntlALA 21:11J.11r jWDtil'GTFTQJMMMIa EIr'7EFi1f:^l@l1iD®m7imG/Qt l 92mr NEEM nnmrFL7rzWmEoC1Em, R•9 f7737l R]m R•i fE7 rffi ESLi%>• rnm twin rsg ra=7 m" a RFW9 0raim3cmirazimirn"Eai" may nrr, iv r rt3aAA+r m om10 11m MIMOETART WCAYATIOH ft WMD TO MMM ~ALIT n Al IM90 R COM MT LUS AND CAIINOT H WODDOM OR oC1MOMIID MIIADOT is I'MOR WRITTEN cum" or CRSI-amE mA. DG 1MQ RM 1. KWOKMO'Sit - 7/.Q 10 RUN A3101 A N. % WD 70c IOIM mmom Or slluws ARD /6 HOAR 0AA01 60 AM AIIAI 7/16 1MTH RIMAIID a COOM10 $TARIMD IIM1 EACH MAKta 210I11 WN-MAtAT" "MUSS0, to a W IONIOMIRS L10Q M 1L101[ 2MAR0 AIM AOIL IM OF WMIS . I. MWR M I. tollrAnc 11AQ1It1lC f.. owr9 tat M 030 mM un Moll 61Mm ! umn MIAMIR IDREA31 r. • 400R In I" ALL FAON TAM tm MICA11 0 WTTIS. R. 2A WM m /OUMMIK n= p A. MRML ML71Atm ram. on. To.= Cr COMM NO K Otto M LIEU ar 1RO1mO uHm ullm 010 CAC[ 4, s1AI10M0.VXW M 10[EIIRtim TO 111111 MOW AMR NANOWD MICE EMS ' •. PACDWT ItM. SIID lldllftCob q y •Q: C"PARRINO 1 7G SEFREA FL 33W FL.P.LM NO.447M CAST-CRETE 8" LINTEL FABRICATION DETAILS SAFE OS SAFE GRAVITY LOADS FOR W' PRECAST & PRESTRESSED U-LINTELS e• ®rP.e TIt LATERAL t "ilRrrt a . SAFE UPLIFT LOADS FOR 6" PRECAST $ PRESTRESSED U4.1NTELS 4 __S _Vw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH aua rre-® MIS 9r12-m 6f12-19 s16-6e 616-to s o-oe am -le e}2+-6e 6R4-16 6ele-m Of76-19 er32-6e AM-16 3'-6' 4 PRECAST 2231r2"3 3719 6163 w 1154 6502 ' to)31 46M 6113 7547 6174 10 % 11609 4'-0' (48) PRECAST 1966V51 3em 4660 590 713H 61W 4®s 113 7547 074 IOW 1809 4'-6' (54)•PRECAST 1599 21to 293t 3753 We S400 8224 4375 113 75q U72 1=4 IIe095'-4' 64) PRECAST 1217 1478 1909 HO W23 6 00 Soto 5]6 75Q MO 87A 1015'-10'(70) PRECAST 1062 1173 Imt 2090 Me 30D9 3470 1461 t622 4360 71m 7101 SV6 6 -6' (78) PRECAST 908 me 207 300 3031 3707 4363 6m1 1238 2177 34W SAI Me IW9 002s 7'-C (90) PRECAST 743 1011 17" 2632 uo5 2M 3121 36m toll 1720 2Hl NO 6m1 x67 Wild 9'-4' (112) PRECAST 55/ 619 If6D 1625 2584 31m 2318 3302 752 1245 150 25H 34m 4705 6bD 10'-6'(126) PRECAST 475 mo 1247 20e1 tm 2163 2536 H3 1062 1533 2093 2711 364 4754 I1'-4'(1]6) PRECAST 362 6m so 1366 1046 2423 3127 41116 562 045 1316 1046 2423 3127 4001 fY-O'(t44) PRECAST 3,17 540 m 1254 16H 2193 M 3552 S40 673 1254 1684 2193 20S 31't2 13'-4'(160) PRECAST 296 47t 765 t075 1428 Ime 2316 2067 471 765 1075 14M We 2316 2193 14'-0' 168) PRECAST 279 424 7m Toot I3a 167 2127 200 442 709 t002 1326 I697 2127 2630 14'-8'(1761 PRESTRESSED NIL No MR No No No m 453 7m 137o 1902 2243 2517 2112 15-4'(184) PRESTRESSED H.P. 412 No 0 MR Nt No Mt N6 710 Izo IM3 2050 t320 2113 17'-4' (206) PRESTRESSED N R. NR rN MR MR 0 No No 30D 548 250 1= son IH9 200 19'-•4'(232) PRESTRESSED N.R. M KR No im MR MR No m 420 750 Im7 1282 1515 1719 21'-4' (256) PRESTRESSED N.R. R NR MR NI M tm 34o e9e 4H5 111114 NR. IS 161 Nl No qt I63 315 SM 7x 1067 j13Wt22.-T(.)Pti l1 D 24'-O'(288)PRESTRESSEDNR 12 Tot Nt Wo 129 25ZSD 450 6x m4 U) THE NUIl6ERS IN PA9ENRtE5LS ARE PERCENT REDUCHMS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE 110. 4 ON SHEET 3 OF 3. or A• SAFE LOAD PLF TYPE LENGTH SUB BFB R AMU 3'-C (42)' PRECAST 1025 1024 1590 4'-0' (48) PRECAST 765 763 1309 4'-C .(54) PRECAST 592 591 1073 Y-4' (64) PRECAST 411 411 745 5'-10'(70) PRECAST 340 339 616 6'-C (78) PRECAST 507 721 490 7'-C (00) PRECAST 424 534 363 9'-4- (112) PRECAST 326 • 612 230 10'-C(126) PRECAST 284 401 180 11'-4' (136) PRECAST 260 452 154 lY-W (144) PRECAST 244 402 137 IS-4-(160) PRECAST 217 324 110 14W(1681 PRECAST 205 293 10D 14'-8'(176) PRESTRESSED N.R. 264 91 IS'-4'(184) PRESTRESSED N.R. 259 83 11-4'(20B) PRESTRESSED N.R. 194 64 19'-4'(23Y) PRESTRESSED N.R. 148 52 21'-4'(256) PRESTRESSED N.R. 125 42 22'-0'(254) PRESTRESSED N.R. 116 40 24W (288) PRESTRESSED N.R. 91 33 gsiols' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH ete-rt IM-21 t:-l1 M12-21 e16-1r 1616-21 8i?o-1t el2D-2r ern-I2 IF24-21 6t2s-n 921-21 eF32-tt U32-V 3'-C (42) PRECAST 1569 2955 4 4194 6t63 6132 7001 1569 263 394 43e4 520 6132 7001 4'-0' (48) PRECAST 1313 2306 30m 3815 4370 5325 sole 130 2.tOS 3060 3815 4570 5325 GM 4'-6' (54) PRECAST 17W 200 2lW 3375 4043 4711 53A IM 2040 2707 3375 4043 4711 5379 5-4' (64) PRECAST lots 171 2275 Me Moll 3961 4522 Me 1715 t216 MA M99 3361 45n 5'-10'(70) PRECAST 6® Ise 25W 3107 36tD 4133 9n IS67 2080 3 3107 3820 4133 6•-C (7B) PRECAST 63s M 166 2329 2 3251 3712 63S 14W 1m8 2329 2760 325t 3712 r-6' (90) PRECAST 727 1m 1624 5 UV 372e rn 1224 1624 2W5 24M n27 3m 9'-4- (tin PRECAST 591 7M 1136 1474 Isis 2157 2500 591 m2 1318 1643 19W tm 2619 10-8'(126) PRECAST 53D s7s 6u t1m 14m 1 eon 530 m5 1180 1472 170 20.'S 2346 11'-4'(136) PTECASI 414 ot eoD tD17 tv tst 1751 4x 6W 1a t»2 Aso W1S 21e7 1Y-0'(1441 PRECAST 00 7:4 116 11 t51S 4To wesso s4o 13e2 I Isla161 2D'75 13'-4'(160) PRECAST 418 3m w 70 ex 1143 325 I28 • 40 7m 1150 tole 1 saved 14'-O' (168") PRM461 W 368 55D 724 em 10% 122D 410 425 717 tml I50 IeW 14'-8'(176") PRESTRESSED 239 334 540 Q2 ets 07e luitA 216 39S s 660 Isle 173t 15'-4-(184)PRSTRESSED u4 Sti 4m 627 7m 6n f014 230 3m Ms 006 124 146D 162 1r-C(208) PRESTRESSED tO 192 243M. 4W Sm 521 710 1 1]7127 e7s 1473 19'-4'(232) PRESTRESSED In 2S9 3=0 447aA 547 6"47 747 Im 20 Mn 623o xl lose tm 21'-4-(2561 PRESTRESSED 2a 3W 30 4080 so 55 42 L52 373 SI7 731 as Iota 2Y-O'(264) PRESTRESSED IV tW t!S J1D 46i 51t mD 137 223 32 St3 p8 80 209 PRESTRESSED24'-D'(288) PRESiR 1117 267 30 416 4 667 124 319 4S5 hoe 737 e7e SEE GENERAL NOTE RM 18 OH SHEET 3 OF 3. (n T PRODUCrRENNWED e,rvd"'D"°o F3t4y r IESS ARE PERCENT REWICRONS FOR C WE 40 GENERAL MOTE NO. 4 ON SHEET 3 OF 3. AT '. PRODUCrRRV130D Dwftc*b 0a 61wI6a oq'ulno.IDrr . IL Dyy ui4I44 CRETE 8" LINTEL FABRICATION DETAILS 96®m C" ?wm% IL - Q0 IA 4D54 am OOr W mu 41HIIo R QID rum rL - Im m 4US6 I m11011 M IH sun 2 R 3 SAFE GRAVITY LOADS FOR 8" PRECAST wl r RECESS DOOR U-LINTELS 4Rl7.4aere SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 M-011 m61 mrle-m W21-oe eYso-ie wa-te mto-teaFTe-le 021-te magi -le MSO-le 4'-4' (52') PRECAST 1635 IN9 3355 4349 5421 493 7567 1W1 JW9 09 0060 9479 10693 4•-6' 54 PRET7IST7 1494 1598 3003 N5P 3068 494i 5924 6904 1759 301 U39 am 9479 10093 5'-8' (681 PRECAST 866 92D 1770 2277 2M 34M she 1101 2481 ele9 7217 2311bd 5'-10'(707 PRECAST 810 Lis 1653 2124 2649 3174 3700 1113 230 4242 1639 7 705 6'-8' (80•) PRECAST 797 901 lets 3120 sae 7747 1448 73w 201 leg 3120 a8 7915 9479 10 7-6' (SO-) PRECAST y w 1490 Ns9 3776 5743 7M 16u 755 1490 2469 JIM 6743 1194911m 1 9'-0' (1187 PREGLST 411 66 999 Is68 22Ta 7129 4091 3141 526 9!9I Me 2253 3129 0W 5091 SAFE LATERAL LOADS FOR 1- oQFr.AaT..41" orrl:c11 nnnR u.l ndrGl A 1R SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 R IIAU 4'-4' (521 PRECAST 758 757 1164 4'-li (547 PRECAST 694 693 1073 5'-8' (681 PRECAST 408 407 655 5'-10'(707 PRECAST 382 381 616 6'-e (801 PRECAST 595 788 464 i-6' (901 PRECAST 509 674 363 9'-B' (1161 PRECAST 370 490 214 Vi THE WU9M IN ESSARGE]NEM PERCENT REOUC110NS FOR CRADE 40 a SEE GENERAL NDTE 18 FIELD ADDED RLI;AAPARRSEE NOR NO. 4 004M NOTES 1) lblulds 1 1p yp R. ,d >8 1-1/r• 1+9 mMq N Oe eam b RmRsQW Akd od dy Rd yo9q reCPeodbdd . 4600 9d ro oueen+ i.bl = m91 Ad r. 17•d - 3070 RI mdo* " M1R3d. 09 13) lu dww R.IRt a ldfb abled b walto "Met. .m ww hm M" d MUM q We 0 Kodn + =lD 00 042G "PV W warm e. oa.l• m..Rfry deb pr J11 IM91e C1 Ml e . • 1J0D Pd R1Rr W, A1U Its 0 14 U.M. to Wd de eRRe.O/ ti4 Iye K ed Mod. y lo.! . Oe dm3.-0 a @e we09id'looeei e11 . bieAl R tr • MbYmqf4.N pp ASW A416 Ql& 270 to fm.elm Mww W ASDt QA 10. d . S k M Muw W Avi.t Motto" I.N 2) M .d. lead l.U.. b.W .e nie1 4 Wh rw*d e.•r fi Sde .f%M bd i sd, beflfdfW Jd S IA . L81A6S 6 fq ' i i k, bdi ! i. IS) AN m.gmW did 1.4pU a1 Apm. w ado be0 bon rd b.a YIgN etrn 16) rn UM Iu49d al fie. me M bW lo— eed k g d b qb is rL 3) nail. Y .fef v b81 N 1wd Oft 17) S b b.A to oq.klpmtl d.e41111 MA 4) Op40 ° em bamw wee powtiftsit V••tfeletbe a id to . bed. M.d afolwm.jn sw d dolp pr ADneA9131ebma 7-r Udd aY-10 .eb 9_R.'r ine . irTl W i51 redRfoo 14 4W = d1 P• M) Arad bled bfd a.p.d/ urn r .b9i.d bl OR M4o.r b lRddeO eMfsd rodua0 eeo.b mgry ffAl Q101tQ .Mn OR 6 Sn 0 kh btefe N ro.b Curd er areLl 110. fT-r nl tow pleb LT tictdhm ddkclbL WIV110 60U 1 m Sglimaa ftwcode SecSM1d 7) On17rt9of may M sAM&d IR to jS rebda e.1/CW.fS.d domofd3s aiel e.egr f6m IM de Ldgd 71. dR.4• ffR m7 ad b OM&& bA l..b t.em e...b be. blba 4 cdt*" Do L.fpdRdm ne4ft mewed fed deer d.q 0 d-em go 10)NA-RdWit) %VA. am . dle0 An it h be.W d w Ooe.n d O. 9etd e.d17. 1/2' C R T SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR UIJNTELS 4CAST-om SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH we -it muio-1 ant- 1 elrte-t sn-1 wn-1 w-n we-2r ano-n aura eene- m m- woo- ears -a 4'-4'. (52' PRECAST 906 166E 2312 3051 3751 4445 5140 14as ts82 306/ 3751 4445 t+ O 4'-6' (547 PRECAST OR 16a 2272 ZW 3607 4275 4943 eel 16a 2272 2939 36117 42R 490 5'-8' (6n PRECAST as 1 1797 2321 2L'A 3302 3911 67s 1269 1797 nn 2as4 3312 3911 5-10'(70) PRECAtt wa 1107 1N1 2251 2M W6 1233 1749 22% e 2799 b'-8' (80') PRECAST 70 9t9 1130 IM 33A570 toe9 Ass 19eo 9 lb97-6' 90') PRECAST 74z13e+ uN M2878twe898qN 1765 212s9 4Ham172221io3955t0 107113U6LL11f) TIRE NUNSEAS IN PARENiNESS ARE PERCENT REDUCTIONS FOR CRADE 40 FIELD ADDED REPAR SEE GENEW NOTE NO. 4 TYPE DESIGNATION Ji!!fl EE9 l3E12 EElfi r - m o, F=m aural / u . um m ll too F 8F16-lB/IT is ONN w SEE SALE LOOM LOAD U&M FOR WAD RA701C Z Fl A FORDED COON (RC" is RMAR 10 at GR60 -.Lu IK (1) 1W71 c,mut fS lrll9 AI 1101 d W Lip 4" 43) It.• A 7 ACeltl on"" MlAn L9 W14 ' E N 0'•i 0.44 rRoDucrlwvMw Daldig24d1'4.e 1riW 0., FW& r % %• • CANEIPARRINO0e er`F' Aoee9tfo4 iNa"! 02 r /6 4. RIO WORM Si..:. _. ' cc1E?.•` SITRO a s3584 f. 1:1:01a 11Q 1i 1!I 1m L1Q ti i: Y/4 YL•T' .- '. / r3CAST—CRETE 8" LINTEL FABRICATIONDETAILS L ra:rfli:i3:7u:i alyra ;nAn 1 ' ,; ".'iF•. fi:'li'iG nr:rfr ri:7.11ss•:n; f izYbTl - . , Y Fae1;t!I a•rera ririla r - a^rf i;la:A:ltiaaaam: % rwrdn MIAMI•DADE DIIAIYII-DARE COUNTY PRODUCT CONTROL SECTION DEPARTit•IENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 HOARD AND CODE AD11RMSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mvw.miemldnde.itov/economv 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 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) 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 Pan•ino, 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 Perrino, 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 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 tiny 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.. Wany 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 E4, 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. f , NOA No.14-0903.03 MIAMI•DAOECOUNTY '' "r C/''Gf " Expiration Date: 09/11/2018 l & f l2 0 ¢ Approval Date: 10/09/2014 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.R. dated iUlarch 24, 2003 and Dr enwing Alo. LT4612, titled Cast -Crete 4", 611& 12"Lhuel Safe Load Tables", sheets I tlnough 3 of'3, prepared Al, Craig Pan-hio. P.E., dated rLlarch 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Cretig Parrhro, P.E. B. TESTS 1. Test report on f exural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and U jIlled 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 Christopher A. Namon, P.E. C. CALCU.LATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrhno, P.E. 2. Calculationsfor Cast -Crete Lintels, dated 05129103, 140 pages, prepared b}, Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Qualm, System 11anual for Cart -Crete Machine rllade Precast Lintels revised on Uqv 1, 2002. 2. Cast -Crete Quality Sl)stem Manualfor Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Presn-essed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated iVfarch 24, 2003, last revision dated Aforch 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Alone. D. QUALITY ASSURANCE 1. By Miami -Dade Couu{y Building Code Compliance Once. E. MATERIAL CERTIFICATIONS 1. Alone. H ny A. Malcar, P.E., M.S. Procluct Control Unit Supervisor NOA No.14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-1 Cl,st-Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Dra ving No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets l through 3 of 3, prepared by Craig Parrino, P.E., dated 11arch 24, 2003, last revision dated Alarch 11, 2008, all signed and sealed by Craig Parrino, P.E., oil March 22, 2012. B. TESTS 1. Norte. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mewni-Dade County Departmern of Perr iming, Environment, and Regidatary Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi-onr Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florlda Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. Norte. B. TEST'S 1. None. C. CALCULATIONS 1. Nate. D. QUALITY ASSURANCE 1. By Miami -Dade Cor my Department of Regulator), turd Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notre. goilfny A. Makar, P.E., M.S. Product Cantrol Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-2 Cist-Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, AE., dated March 24, 2003 and Drawing Ago. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Strfe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dieted March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Pcv-hlo, P.E., on August 19, 2014. B. TESTS 1. Atone. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 dwough 14.236. prepared by Craig Ptorrino, P.E., signed and sealed by Craig Pen-rhio, AE. D. QUALITY ASSURANCE 1. By Mianii-Dade Coinity Department of Regulatory and Ecouowk Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi-ont 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. Hel ailar, P.E„ M.S. Product Control Unit Supervisor NOA No. 1 d-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-3 i A=iti RE.w HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS If' M CA91 Ia.IWRI tt MMU ./ f• .rerSS seal wnlln r .f1'!i I MIL a Sam Nara Aliesa IIR 'r lrmlll PER 4" SOLID LINTEL DATA TABLE mccmmf.9LE) wjjr., u n rcr.dkE) rav1,011`1 gym. 1=2AlfJl2J:l::>t tf dai 6" PRECAST U-LINTEL DATA TABLE 1"W-rawsM-W r bWIM111—" Irc-A 0f3OE=217I_L^TEMEM" 1 v r,vnoff,mr, Irmo®rt a rraarrirncamvnu r r*-nmrm• Irmvnt;tmrasa©au ravmss1.ru F2sm;7 92TWr--,2o ravrRnsartna rrmrta:! ramrzau rrav m r:a.: 1rar4 ra_:: rrav rz u rrlev r*-*>t m r t.r rta9 rn— cs v r o rr rrmr„ r,,,ITd7reu::rzevra o fr' i9CT'71 R 7[fLL"J IFL•!7 7 t ,:144!9 Ca:O mr9 r ra r r t>sr 1ri' iR r ! Q7C1i OOi o rr v rya sTera rfn moR I ^rr,i m+o I a• Mc 12' PRECAST U—LINTEL DATA TABLE rmromrfrn® v 1r r no r, dmotaF.„o,00 Vi:Rmrryvao rYrstr. RtLrt?*I uet Ve:s:: e,amva u F Imrt: ar lm'+vL"^_rL3i er/7o loc'rru R rz rrmyv a r-+ ao rz- L R.:i a r ta: r.r vm r>• t o rr rss[>,mrF„r llf7 irF1L:.7R C o, ffry r u rtu;.l mew eu_ 1T1C7 oe o a, ca®[uarr.rDAMAr RMM I,,.,16t7Rrr:rntm"Mi. ff" ocso o rrLa gn=wF rs. urt Rr a rr eryu TYPE ' r TYPE ' A 01111 6' k 12' PRECAST LINTEL REINFORCING CAGE FABRICATION MODEL 11 m 1 llrl r mIR1Arr --I" 6 rWree0 r01 M10.7 O"WA6 n 0 f101reR V Ia r111111 LAW AM eAmr a R04WWJ !0 011 DWAIS im tRle r w raw em emmn "a —Cam ok a 1. wo mo Twu flat w av MItI µrl rY is RO Mmrm mmm 0 m R O LW" . IY m MAN IS AM MU L am IW ROLL "me w O OM ROOM All mseR eMm L t0'IIR etOallm A . Re A w M< a l0 Oe tt rW Who 00 Oe IS fa mvl6us eMD re R0011 - G m RRa7f Inns, f . aq M M I O lOs t lose . Im to lusordl m! rAenm leea aee a. 1o71ta1 @R OWL R e sal m SIM 10 R R I UN OW : s t n /w tM m 1 l Ms If O Ulm am mom rm ImL VIM •: 7 r ,I .rrn -n a ter. w Rf. /:i]i:l L'L f:ll i riEIsr, rdS7rs! 7>• 1 Fr 1.,1n LaT•9 Glw'iTTt i',sli CT..9 M T•- R•E TE 11 EN'. D L PnOnuc pxuii8iurol7xWa r. 4plald„c'pp Q o c .03 AcmDm'O c 1$ F./ IA. ` l, Hceumo j4V CRMG PARRWD D R % D [.` 6M CR SM PRECAST AND PRESTRESSED LINTEL DETAILS M JIM asou-R mm R uw mw swe u srRo Rau Yr ea® rr. elan r t ou1R1 roue Sim I v 1 CEHERAL NOTES SAFE LOADS FOR 4" SOLID LINTELS 1) M*Aft 1* r 1 tr ud/b ee mmdodwW .tim 5-1 b" .okbtl .1 0a ade to to 4• wad Wd . 30) Pd re r 3 IF pm41 yde . 5ppp yd31 rdrr mrelkded robdr6d q a 13) As cdoh oft* .1 Wd/ W—b d.dr carer .4b dd law o COW" el stulm apow r =* mre 41S AM C-M rOP d rseWP 4 AZ7 R• i• GRAVITY RAr UPLIFT LATERAL- fe ql.d • 390D pt eazlmn kA epde r uNe_y1' ClpQlry M1911 Cf0dlT-mdnee at I 14) Odd. redd — 2am dp eA mial e u ad ladmlr lah w dw to o. .e rwrlq as LENGTH TMPE 4S8 LENGTH S 4S8 4S8 rwar ASIu mdis oto Pr ASM CM tm Is r S ewdd ch mM, rs A7pw wd1a1 hod AMfrd L emm bad S 10 3'-6' (42) PRECAST 1180 S-6- (421 PRECAST 687 371 2) Al at, bd Wo brd tl edohrn 4 bdl mmrod eery VA, M sore ".* d bw Ar bdaelel bd E ,bops a nd 1 0 bvi1P Ir) Eel maer0ir AdN baebb ad da.n. la/ rr bad In•1 cad low Iaidd >Deen 4'-0' (4B7 PRECAST 959 4'-0' (487 PRECAST S97 320 Oro 1 1/2 rn•1M Ih Fr odd w4m (el daq %ON de bd ben red Saw Wo darn 3) Prede. W mmw but ed heed )fid 17) Sots bob on wWd*oud d1omW bda 4'-r (541 PRECAST 789 4'-6- (541 PRECAST 529 258 4) 112 MMW In PmWM.ab Y Sae1tl1b peeW neurGa N lade 40 sae emw "'°"• le) Salo bob bred m mod dc* eo/beb Pr AO 530 ad AD 316 ' 5'-10-(701 PRECAST 460 5'-10'(701 PRECAST 407 148 L=e lr-, Ildd 12124-2e bd . Iglpa 1421Id1 19) Addsoed rural rlll ooPuHY en b ebried Dr Plerlf•q adAo•d leidred coed• beery uOe QC10Q +.1. Iho idd Sr bdrL bdos to nduebe, ptls) a lorb,.• d r = 1 elk aoba. 6'-6' (787 PRECAST 360 6'-6' (781 PRECAST 368 118 Wo Sba mufforAt SIM Raft ow"'••i- 7'-6- (901 PRECAST 260 7'-6' (9D7 PRECAST 280 87 16r041andb' 1) 9seold Orb tl legired. SEE WE LATERAL LOAD 9 -4- (1127 PRECAST 158 9'-4- (I 121 PRECAST 187 55 7) 4' rF Idc1 r b.b.1md ./ + fiarbo bodnlAd rar TABLES FOR LOAD RARNO FOR EACH ADORI M r &UNi lelksl° .2n a .'r,,, R 10'-6-(1261 PRECAST 116 10'-6'(1261 PRECAST 152 43 nud Ne o, rlerbN FULL md/ oburmd deo"" AL 9) The —Inc- OW ew rr "mubm d bob bw 40 aft bw Idb by no•Ibq avnml ed /brr rl dr,o.y la" o. 1/2- ClR 11P Y 1) 15 REBAR FOR 6' IiT M 2) 15 REMAR MR 12' llITELS 12F12 12F16 r .w CR40orGM121.16 12F8 10) ML - 1b ! bled 11) hibm rdr addd mbr r b bard d W Mere d W Ldd racy. o S . r-•"ti. 6U8 6F8 61` 12 6F16 • • :F'ry: `', 7Mr QF9QNAn0W ,~ :.:••tom.•. - `' d r.mmomorm/.-mr• :>'. ...•^,•...^. , ttti.;r, roc.•=:.: mmw 12F16— 12B/ 2T r` ( ,.:::•:;,: :,:::y; ' ti ':::r = 44MAN. HM i-/• y '.:Y thy:. `,)-.••• 4 1•\'•' Jameem•J J L.auamr ef f '. :•< titlf ':'l al• !.';,!•: :rT^rYtil rAOb la of 11 7 • : 2 -• ,H,v`.• ti.l. •• •. t.,` { !,` • 4i, eetl s '.: is .,• Y r„^••'k k r- j? ;/Ii•. C•1. 1 5,.1_'\ ,( ilirti eka 4S6 j•: 1 ):, +++ : b s 1ti.: ma 4. ;.• G ' 0 •• 12F28 12F24 121`20 e • wL V ALom® M 1f ,:•. •y :1 PROD1 a Rmnsnp m te.n. ,ms '4• :i' '' •! 'O: •: UYRd11pC1 d.iN At Fea4b5• ,101•l L rAmH • • • • • • • • : pp'. - y - C GM ARPoNp P 1`•` Iwe e e / BF32 BF28 6F24 6F20 '^',SS,/ p;VALE wG.•v+OR I'di+p FRFL335Mqe . UGNQ44756 No Sky WE AetijklICERMLAr Azillall I ,__, P —CAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 4 ,: a S•'1`" m., = c r ^ - nc wrt bulr>} u bral eb ollul AAR® 5er1e lus 1 we ym eua t0 rt: ow rt. - ae. ea u75e wAn,b Ila uau nm 1 or 3 SAFE GRAVITY LOADS FOR 6^ PRECAST U.LIMTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 6F8-1B 61`12-16 6FIO-1 U20-18 6F24-I8 928- 19F9M. 3'-6' (421 PRECAST 2332 2676 302 5050 6148 7227 SW 4'-0' (481 PRECAST 2025 2313 3892 5060 6148 7227 8297 4'-6' (541 PRECAST 1654 1867 3633 5050 6148 7227 8297 5'-10 (70j PRECAST 1067 1260 2198 3557 5734 7227 8297 B225 6'-6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-6- (901 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4' (I In PRECAST 584 660 1056 1523 2084 2795 3731 5D17 10'-6'(I26' PRECAST 503 1270 1706 2236 2898 3747 11'-4-(1361 PRECAST 457 1133 1507 1952 2492 3163 12'-O'(1441 PRECAST 425 1042 1377 1769 2238 2308 IS-4'(1601 PRECAST 373 417646 895 1485 1852 2285 14'-0'(1601 PRECAST 361 835 E 1373 1703 2097 tY-4'(2081 PRECAST N.R 620 965 1198 1437 1) THE NUMBERS IN PARENIMMS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE N0. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SM: SAFE LATERAL LOADS CAD R^ DDCPAk4r W IYrel C SAFE LOAD PLF LENGTH TYPE 6U8 61`8 RCMU 3'-6' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-6' (541 PRECAST 416 609 34-4 5'-10'(701 PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 7'-6' (90-) PRECAST 222 367 116 9'-4- (112) PRECAST 173 352 74 10'-6'(1261 PRECAST 151 276 58 1)'-4-(136-)PRECAST 139 311 49 12'-6*(144*) PRECAST 131 277 44 13'-4' (1601 PRECAST 117 223 35 14'-0'(1681 PRECAST 111 202 32 17'-4'(208) PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 RL'YCI SAFE UPLIFT LOADS FOR 6' PRECAST U-LINTELS W&** 8 SAFE LOAD- POUNDS PER LINEAR FOOT LENGTH TYPE 6FO-11 60`12-116F16-17 920-17 6F24-IT MAT AT S-6- (42) PRECASI 1412 2074 2715 3356 3997 4638 5279 4'-0' (481 PRECAST 1225 1800 2357 2913 3470 4027 45B3 4'-6' (541 PRECAST 1083 1592 2084 I577 3069 3562 4055 5'-10'(701 PRECAST 831 1222 16M 1979 2357 2736 3114 C-6' (781 PRECASI 723 1097 1437 1777 2117 2457 2797 7'-6- (907 PRECAST 648 863. In 15440 18400 2135t 2431 14 9'-4- (1121 PRECAST 575 57100 960 0, 1252 1492 1732 1172 10'-6'(1261 PRECASI 514 462" 787 1121 133J.1551 1766 11'-4'(1361 PRECAST 474 404n U5 9B5 0 1213 1442 1645 12'-O'(1441 PRECAST 454 0, 367cm 819 0 888 1093 1299 1506 13'-4'(1601 PRECAST 4102 308 516 736 206 1076 1247 14'-0-(168-) PRECAST 365 285 475 877 832 989 1145 17'-4'(208i PRECAST 253 208 338 476 585 693 803 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 G PA G •ENS ;O% 44 ODLCI 11Ly18ED c( T R gFP CRAI8PARRINO SS/• G••. 6324CR578 M1 ican C VA E••• SEPFNER.FL 33584 FL. P.E.UC. NO.44166 CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAE M MM emt,. osoa a mu MIND scut ru wo 3Ago1 tec®1rc: osse Nato t - sta ua. ws4 onumm ttnit sea SAFE GRAVITY LOADS FOR 12" PRECAST 111IUTF7 S 4mv+m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12M 12T8-3 12rt2-29 WS-28 ItrM-21 ttn4-211 t11264e ar32-20 Y-6- (421 PRECAST 3428 500D 5838 7619 9352 111060 127M 14438 4'-0' (481 PRECAST 2923 4232 5838 7619 9352 111060 12755 14438 4'-8' (541 PRECAST 2396 3464 5304 7619 9352 111060 12755 14438 5'-10-(70) PRECAST 1612 2320 3218 5234 8487 11060 127S5 t 6'-6' (781 PRECAST 13M 1986 2679 4196 6421 10032 12755 14 7'-6' (901 PRECAST 1138 1628 2131 3218 4676 6756 9763 135 9'-4- (112') PRECAST 795 1218 15B 2230 3083 4167 5593 7552 10'-S-(126-) PRECAST 614 1043 1295 I853 2516 3323 14334 5632 11'-4'(1361 PRECAST 518 945 1162 1649 2216 12893 13719 474 12'-O'(1441 PRECAST 455 878 1 1073 1513 2020 1 2617 1 3333 420 13'-4-(1607 PRECAST 359 767jWg2612941709 2188 2743 3409 14'-0*(168) PRECAST 321 7201584 2017 2451 3106 17'-4' (2081 PRECAST N R 451tIN 1428p 1750% 210 321 PRECAST N.R. 343 925 1152J 1380 1609 w • wn n+o•NI —I- nIli10FEIDAwIDMElAII3FcomMOTENa4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS Deng to 1NRF1 a SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE II296 12Ifb28118Tto- 11rE14 I2IM- In626 12R62p 4'-4- (521 PRECAST 25M 2942 5468 7584 9640 11669 13679 15M 4'-6- (541 PRECAST 2319 2740 5468 75M 9640 111669 13579 15M 5'-8' (6n PRECAST 1347 1841 3555 6395 9640 11669 13679 156 5'-10'(701 PRECAST 1259 1758 3361 5954 9358 11669 13679 15 C-8' (Sn PRECAST 924 1430 2633 4415 68&1 1 1480Q 7'-6' (90') PRECAST 703 1203 2157 3494 5259 7922 541'37, 1132 1161 PRECAST 399 843 1451 2157 3203 4427 6300 II) IM NUIR•JC n RUMMKL55 AR FUM0 MDJMV5 TOR MM 40 r111D ADDED RM SEE GENM Mt in 4 SAFE LOAD LENGTH TYPE 12U8 I 12FB RC,MU S-6' (421 PRECAST 1295 4841 393 4'-0' (4n PRECAST 1295 4841 299 4--r (547 PRECAST 1049 3922 2417 5'-10'(70") PRECAST 681 2547 155 6'-6- (781 PRECAST 579 2167 12340 Y-8' (9n PRECAST 474 1771 914 9'-4- (1121 PRECAST 355 1326 58 10'-6'(1261 PRECAST 306 1143 45 11'-4'(136) PRECAST 278 1041 3886 12'-O'(144-) PRECAST 260 971 34 IS-4-(160I PRECAST 229 857 278 14'-O'(1681 PRECAST 216 809 25 Ir-4'(208) PRESTRESSED N.R. 631. 16 19'-4'(2327 PRESTRESSED N.R. 534 130 cncNK MIL 10 SAFE LATERAL LOADS FOR 12• PRECAST wF 2' RECESS DOOR U•LWTELS SAFELOAD PLF 4'-4' (52') PRECAST 4'-6', (541 PRECAST 5'-8' (681 PRECAST T-10'(701 PRECAST 6'-8' (801 PRECAST 7'-6' (90') PRECAST 9'-8' (1161) PRECAST SEE GENERAL NOTES - SHEET I OF 3 rnr ;4vzrn TIX F,31171 . TT41I.'L7i g i' v4r 'JTdU' dKSTi t. SAFE UPLIFT LOADS FOR 12" PRECAST u uNTELs Cmm-olm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 121T1-21 1712-2112F16-21 W70-V ID74-1712128-2112c32-2T Y-6' (421 PRECAST 2752 42V 5613 6938 8264 9589 10915 4'-0' (481 PRECAST 230 3721 4872 6023 7174 8325 9477 4'-6' (54') PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10'(701 PRECAST 1623 2527 3310 4092 4975 5658 6441 6 -6' M PRECAST 1444 22 2972 3615 14378 15081 5784 7'-6' (901 PRECAST 1267 1767 25836 3194j 3806 p 4417 50 88 9'-4' (1121 PRECAST 1028 1171 04 2006 2590 7 3583 4079 10'-C(126) PRECASi 920 947 1612 2281 2764 3209 3653 11'-4'(1361 PRECAST 8S6 829 1404 1982 2441 290 3364 12'-0'(1441 PRECAST 814 753 1269 17 2201 2616 3032 IS-4-(16n PRECAST 678 633 1057 1485 1826 2169 2513 14'-O'(168y PRECAST 622 586 9741 1365 1679 1993 2309 17'-4'(2081 PRECAST 34 427 695 964 1182 1402 1623 19'-4'(2321 PRECAST 66 370 593 817 1002 1187 1372 W m N9Y•9D IN rmLNIMN5 4A R.mm RE mm TOR CRAK 0 MEAD MM KW0. SEE CEtO111L NM ML 4 SAFE U PLIFT LOADS FOR 12" PRECAST w14" RECESS DOOR U-LINTELS l=-6 Rw SAFE LOAD -POUNDS PER LINEAR FOOT 3692 25M 1 4'-4' (521 PRECAST 1626 1 2685 13746 4806 15867 16928 7989 3458 2417 4'-6- (541 PRECAST 1558 2582 3692 JIM 5643 6664 7684 2236 165 5'-8- (68r) PRECAST 1210 2042 2850 36% 4466 5273 6081 2129 155 5'-10'(701 PRECAST 1173 1954 2769 3553 4338 5123 5908 1716 117 6'-8' (SDI PRECAST 10201 153E 2426 3114 3692 4489 5177 1438 914y1 Y-6' On PRECAST 904 1226 21 2776 3390 4003 4617 cc 1011• 9;8' (1161 PRECAST 7030 771 1472 2181 2663 3145 3628 MOM MIN AW M W AK KEN WWMMs r01t G . • ENS • . 40 M9 AODED tIMM SU GEI A MM xa 4 447 IROwyonx a.0 jCDwig, aonwtAa T : QQ 1I2MIS PARRMO AewOlilmNo LAaP6uboD.r ' 9 t' A•,`.LE;;••' fFNER.Ja 33580 4•„ j4.4• FLP.EILt*b.MM CAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES nE WMe Gala-14 0?AU Rr: mw1 wow its um. V02 olmao RD GMD 2Atllla P2. - Q6 N4 4qy 1W1mM.1n U4E12 UM 3 OE J J M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11803 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2174 T (786) 315-2590 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 goveming'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 tight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel- Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control 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 1$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 doctumentation was reviewed by H Imy A. Makar, P.E., M.S. NOA No.16-0126.03 MIAMMADECOUNTY Expiration Date: 05/21/2017 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, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet I.of ],both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by ChrlstopherA. 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 11/11196,45 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 Certified Inspection Report #20-8345 dated 11113/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for 43 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Copp. 6. Mill Certified Inspection Report #58 A66332 dated 01128/96 for #4 rebar by Birmingham Steel Copp. 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 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96for #5 rebar by Birmingham Steel Corp. y A. Makar, P.E., M.S. Produc ontrol Section Supervisor NOA No.16-0126.03 Expiration Date: 05/21/2011 Approval Date: 04/28t2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #S rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manualfor Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. . • None. 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 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 42 dated January 28, 2003, and Drawing No. LTB, titled "Cast -Crete 8"Lintel Safe Load Tables", sheets 1 & 2 of2, prepared by Craig Parrino. P.E., dated June 7, 1996, revision #S dated March 24, 2003, all drawings are signed and sealed'by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by 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. w wze— It'glihi A. Maksr, 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 1 through r 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, w f 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 fi-om 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. i1 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. r fl A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05i21/2017 Approval Date: 04/28/2016 E-3 I' Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, 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. Letterfrom Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Cralg Pa vino, 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., dared 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 Control 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 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. wzz'o HqWA. 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 A=T RETV HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE AND e• 1 tEAR / 1• MMC Mm II.dmn r mtm tj. a'-'mm tT rDttt r:sm D-LtLM22 7/32'0 BA STIRRUPS tY13 A' STIRRUPS TYPE ' a" STIRRUPS a U BA "tRUPS U STIRRUP DETAILS STIRM &TAILS PRESTRESSED U-LINTEL DATA*TABLE t MA%No IM m at sr2 7 a r-e O 3'- e as 7 220 Ie- A O - 0 aide I" 11 a2 1 -2 ist-rr 3: s s2r 0 r -2 aUr 7e7 7 = ' 7/32 BAT- 21'-2- e O r-e 3/r• 10r2.rl-I 0.200 ell 32 7/32 MR I'-10• e ItY-10 3 10 02B Res sz 7/s: eRR 23•-tr e 0 'a I/l' to le 8" PRECAST W/ 2° RECESS DOOR U-LINTEL D TA TABLE rl iDTT77iuI7I L 1,D L. 77r,- t'ilS:c7.7 1,Lf:71.1 1:1 t!+Ril;e7i;4:Yr: 71/YiiTL'F 4ML.Zi-7397M 4. 4 m fFL I!!I'ii'DF' FH C L1O rcrrnm w+uarr R,v tr r3o e7nta>' e-7artr,,t[•7_! R 7Xr,rT iL IGCr•©L tf D3 . o/ 7 PRECAST- U-LINTEL DATA TAI arTa®®FZnMD7m®©aft r m a r r»vm©moo r n ra.;av omic7ao r r v m r.a o Y n lFlv:„tk]alivliil!IF7QrilJL7t1Mffpiir.7, F?.'!rZTi T iiP®rimL7awm iai7[milErbr'.L' numvillmFgaL 1 RY,TMT1MILM r TlIT/SSaE?tAo M "JIMM"rECIMrT1? Mr:1 EYi 6 r MUMMU 7 e I'Drio..lii]"Fiai Munn7rZGar m 5i F1 7IFi iFY- mC.v efL7 tt:,urFl`' F]i r MCA EYri PXD=MD W COff M UM AND CM M K K7R MX 011 Kttn/Wt0 aDmm tK 700t 111111111 COMM O CAST-=E LOA Dm. i. Kwamw'etQti 7/s am mm Astlp N. K a Rom rK tofu w m a sumum mp K {fell 0wt a ASIM AS$* 7/10 not WAUM D tmo IlIN= MIS um MOM imm tatr-enn"I" mmmm0 LLD of nu lopwo ® fae4 fot QAlsrl 9IUM AM AAN. R0. OF $JVXM . l MM MS I.comtKtE stmarm r.. CM nt In r M] IGWMa CAGE MIX $KUM t SMIN" mnTuntO %a mq P. 4000 In foe Au FM cum ` FKCAsi a p LWM. L td MMS K IOLAM• IWz rmOD IOt a Umta ffmkm ram . 0n [ (M CAM or toUnt IW K IRD m LOW K Iet ug= LDtnl tlMMMIA WO[ oDleM 41Atl M MiMMSD KIM! UnMO An MMLM ram EN8 : PAODDU aMSIO owwtqco n emuer.wa CRAIG PARRINO 19o ;; alas CR SM QSi'% V•R l G , SEFBMK R 3mSSSS/pi11A1. N..•• FL RE UC. No. 44758 a. .7 ro CAST-CRETE 8" LINTEL FABRICATION DETAILS nu KIm o2son-u am eD CUM ram M - Kt m rust mun rot m xw av o fflla amo a am rmap. re - M ML tUS I KAr3O r Ioe UO3 I Q 3 FOR SAFE GRAVITY LOADS FOR 8" PRECAST 3 PRESTRESSED U4.INTELS A• e11MARTFa oAFs1 PARMLOADS 4-W-4a9910' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6A-m 99-I11 alit-m SF12-111 uts-0e gig -IS I> " 97D-f0 sm-0 SIU-19 93a-0 IM-19 e132-m 932-19 3'-6' (4n PREW 2231 Vlt 6163 Awl Sox m I Iml 3M 46M 6113 7547 074 103M IIS09 4'-0' (48 PRECAST 1968 2551 2751 Am 4M 5961 7014 8107 2013 40055 113 7547 U74 IU94 11100 4'-6- (541 • PRECAST 1599 lase 2110 2931 3753 4570 5100 en4 2159 1 4375 113 750 9M i 1=4 IIm S'-4' (647 PRECAST 1217 1349 142 IM 25So 3123 AN 4249 INS 7N0 S]6 7x7 ixt AA3 101 5'-10'(70 PRECAST 1062 1103 1173 01 2M 250 3009 3470 1461 Mn 43So 71O 7181 a37e G-6' (787 PRECAST I_ 2177 3480 3031 3107 4383 5N1 12A 177 31w SAf atw IW9 NtS e 7'-6' (w7 PRECAST 743 1011 1729 2632 7m 2668 3121 SAS 101f 1720 26t1 Aga Nat 14q 6472 9'-4' (1127 PRECAST U1 116D IM 256E 31N 2919 3302 752 1243 fall 255E xN 4 OMD 10'-6'(126 PRECAST 475 535 M IN? 2003 1777 2163 25M N3 1052 MIS 2011 2711 3043 4754 11'-4•(1357 PRECAST 3a2 5m 96 1366 IN 2423 3t27 0N 552 145 13N 101a 2423 3127 006 1Y-0-(1441 PRECAST 337 540 073 1254 16x 2193 INS 35n 540 bn 1254 16N 2193 MS MU 13'-4'(160 PRECISE 2g6 n 7ss l9n um lel) tlfe 2e3 471 1075 142e IUe S16 283 14'-W(1681 PRECAST 279 424 709 1002 13m IM 2127 200 Na 70/ loot 13A IiB7 2127 26a 14'-8'(1761 PRESIRESSED N,p, m m m IA at la 459 7m 1370 1002 N5 2517 V12 15'-4'(184 PRESTRESSED NA la NI 1R IQ M m AA 02 710 125D 1733 2C51 tM 2613 17'-4' (208') PRESTRESSED N.R. flt MR KK RR 0 m1 NO 3So Sig 010 1,1111 Soot 1549 2047 19'-4-(2321 PRESIREZED N.R. m4 MR HIS MR Nit NR 1a 235 420 750 IOV 1282 1515 ON 21'-4'(2551 PRESTRESSED N.R. Nt1 Sot Nt Im NA lR ISO 340 Na N5 1141 list 4014N 22'-O'(2641 PRESTRE 97R n RR ASDNm11wm11071nayIM 24'-O-(2an PRESIRE! Sm In 1 0 1 111! lu I a AR Ia1n125045DU4Iam1Im1m THE HIMERS 01 PM ENTHESR AM PERCENT REDUOIIONS FOR GRADE 40 RELO ADDED REBAR SEE MUM NOTE NO. 4 ON SHEET 3 OF 3. SHEET or 1Aan. bl SAFE LOAD PLF LENGTH TYPE SU8 8F8 RCUU r-6- (421' PRECAST 1025 1024 1598 4'-0' (461 PRECAST 765 763 1309 4'-8' •(541 PRECAST 592 591 1073 5'-4- (64') PRECAST 411 411 745 5'- Sir (70") PRECAST 34D 339 616 6'-!! (781 PRECAST 507 721 490 i-6' (00) PRECAST 424 534 363 9'-4- (1121 PRECAST 326 • 512 230 10'-C(1261 PRECAST 284 401 180 I1'-4'(1361 PRECAST 260 452 154 12'-0' (1441 PRECAST 244 402 137 1)-4-(ISDI PRECAST 217 324 110 14'-0'(16II7 PRECAST 205 293 100 14'-8'(176' PRESTRESSED N.R. 2$4 91 15'-4'(1841 PRESIREID N.R. 259 83 17'-4'(208y PRESTRESSW N.R. 194 64 19'-412327 PRESTRESSED N.R. 148 52 21'-4'(2561PRESIRfM N,R. 125 42 22'-0-(2641 PRESIREM N.R. 116 40 2807 PRESIRESSTD N.R. 1 33 SAFE UPLIFT LOADS FOR 8" PRECAST B PRESTRESSED U4.INTELS 4 A17 RClY' SAFE LOAD - POUNDS PER LWEAR FOOT TYPE LENGTH A ell-21 8F1:-17 R12-71 9r16-17 816-21 6FZD-tl IM-21 ef21-Il ert+-a er2A-17 u7e-a IVE-17 ou-tr 3'-6- (12'f PRECAST Isis 26SS 4 43l4 SW 6132 7001 1569 2m 3S24 439E SM 0132 7001 4'-0' {487 PRECAST 130 IM3Ds0 381S 4510 SSA GM 13U 2305 Sow 3915 490 sm Solt 4'-6' (Sid PRECAST ow2mo 2a7 3373 4a3 4711 S379 1207 MIS 2107 3373 4041 4711 3373 5-4' (B4% PRECAST a16 171 nIt Sits 39e1 4Sn Ia0 1715 2279 2535 I 3A9 1 3961 4522 5'-10-(70' PRECAST SON SON 2S93 3107 36m 413301 921 1307 1 2030 1 M3 1 3107 1 3820 4133 6-6. M PRECAST US 1407ad Isgorm IM rA 2zftd 3251m 3712 ess 1401 I= 2m 2790 3751 Im 7'-V (201 PRECAST tv 1 24 2DU 2ffi7 321S 7t7 1224 11192E2025 1426 47e1 7/27 321S 9'- 4' {1127 PRECAST$91 705 1136 1474 1SIS 2157 D 591 N] 1 13% 1643 1960 2M 2919 10- 6'(12n PRnSI ISM 916 list IdIbj 1739a toll 53D 69S I 11w 14n Imaj IVA INS 11'- i'(1367 PRECAST474 504 US 1037 f27 1513 1753 491 607 100 I= lea ed tolso 21N t2'- O'(t44' PRiCAST 470 458 n4 9A 1 1369 IM 47D sm stoml mm I WON 21175 13'- 4'(1607 PRECAST 418 3N So7 78S 9w 1143 1371 1211. 40 1 m is& 141W mml l6vto 14'- 0'(1681 PRECAST 3x 36304 550 724 a 819 I054oA 1210ye 410 45 1 717 loub usenj IN20A leor 14'- R'(176'PRESI$$SFD 29 3x 52D 672 as 97s IU106 245 3A 1 KS 910 41D Isle 1734 IS'- 4'(1841 PRESTRESSED12t 23013 390 4N 1 116 sm 769 I 211 14W 106E 168 bd 17- 4'(20B') PRESTRESSED le7 tp 20 306 4So 1 SN 621 740 nd 6Y I 7N 12YI e73 wd 1473 1V- 4-(232) PRESTRESSED 7 229 Sls M 547 N7 to 166 263 1 429 673 Sid 41 oA IM SW 21'- 4'(2561 PREMESSED 142 204 307 30S 490 500 656 N2 232 373 SO721 ml K5 lae 22'- 0'(2641 PRESIRESSEO 1n 197 216 3n to s46 IA 223 358 S13 iN R! A 24'-0' (2687 PRESTRESSED INI70Zn 342 4i6 492 124 m2 319 176 106 n7 eA SEE GENERAL NOTE NO. IS ON SHEET 3 OF 3. U) IN w1> zer n on eEll rf HESIS ARE PERCENT REDU ORS FOR GRADE 40 GENERAL 90TE NO. 4 ON SHEET 3 OF 3. N •' : n / PRDDUC7RRV13DD l"" a a7u w61an»61exe, fEQF CRAISPARRiNO 8324CRUO M R 1'aG\, SEFFNER. R. U%4 0 FLP. ELIC.140.44758 uililt CRETE 8" LINTEL FABRICATION DETAILS 11t4n In cm ttt m u. - Im tax 4473t xtta W7 to sort um IS: cm I -=A M - SIX m 411ls I Ow A to Sim I So 3 SAFE GRAVITY LOADS FOR 8" PRECAST w12" RECESS DOCIR U-LINTELS c- w rM_ SAFE LOAD . POUNDS PER LINEAR FOOT TYPE LENGTH eRU6 ws•09 an4-w 018.48 aw 8 2ms av3o-te arfi-Is 8 8Rn4-I0 a116-1 arn- W26-19 mcw-1 4'-4" (52') PRECAST 1635 1749 0 4346 5421 6423 730 109) 5206 an 8060 9479 10893 4'-6" (S47 PRECAST 1494 tSf6 1982 R8 4 441 5924 69a 1758 5206 60 8060 479 10893 S'-0" (68' PRECAST 866 920 1718 2277 28T9 3402 1107 456711568 MM 7917 S'-10"(70' PRECAST 810 W 1600 2124 250gn3s 6701611134242dM60 E ' (80) PRECAST 797 sm rso sae n47 7360 901 3120 s048 70157'-6" 9n PIWM g 24M 3775 3743 3623SSNWWS57431 9'-0" (1167 PRECAST 411 4661568 2253 3129 3M8 526 999 1368 2233 3120 b l rPRECARTwf2 RFCE99000R IIFORLINTEL4 SAFE UPLIFT LOADS FOR 8" PRECASTw/ 2" RECESS DOOR U-LINTELS b SAFE LOAD PLF LENGTH TYPE 6RU6 8RF6 RCMU 4'-4- (521 PffXAST 758 757 1164 4'-6- (541 PRECAST 694 693 1073 5'-8' (On PRECAST 408 407 655 V-10'(701 PRECAST 382 381 616 6'-r (W) PRECAST 595 788 464 7'-6" (901 PRECAST 509 674 363 9'-8. (116, PRECAST 370 490 214 PERCENT REOUC110NS FOR CWX 40 • SEE GENERAL NOTE 181) THE NULL PARFalk K FIELDCENERAL NOTfS 11 1b1• 12) web0mlwcedim dY dmed wa! "le bV mtdw .1 to Oft IsM..&Y d a' u • pd e pedne - 01d . 4000 Od e Pd - 3000 dd adnm tch 9•b 131 lbe •ddkr •Am d Fabb feslabld Y ede I momb nb t1t06 bs• 6 ONRQ d Abm .Hid I. Ma ma d ASIY CrRi dpi - .aie eseesd• s.." eA pprr 00 .7 e.+Ym ad wa e•Iirtabs . 100D I'damwASNA613io pub (YYu 14) WW Ydd eballmsd7 .IP rriYed ( la ra110 Wye _ ubftlb *. 0 M da8d r 0e ieo •9L I6 pn0eaiep llreedp ASDI MIS Craft 270 In rtbarM rsrbr pw ASIL Q7D Ins Y w S bM Appbf said bddd4006 h b.W M do wftd load Soo •tmdld boo 1: IA2) Al ds bed IiW- bad a mrdddo 4 merle) bwV4 1-11t. S* _ &W Copt! Od YWIS N 1) fw mopeats Dld M*L mt SIM^ w ash M We tat bw WON AbM ih•l'' n 16) IN 41d k%Qo ad Onk do de bop IM sal bgsd b* fast r_*,417184c SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH WS-214-21 eAF6- ItW1746 14-1 19f18-1 19- Wn-11 MM-71 937o-1 806-21 W30-11 W3D-21 4'-4" (521 PRE= soyM 3D5S 3751 446 8I48 00523C1 3056 3751 4445 514D 4'-6" (54") PRECAST an272 49b 36D7 4275 4943 8n2D2 2830 38D7 4275 4943 5'-0' (68) PRECAST 6751797 2326 2854 3762 3911 NS1787 2329 2054 33C 3011 V-10"(70') PRECAST 655174f 2250 2n! MW 27458581174622% 2773 3= 1 2M G-B" (80') PRECAST57D 98 1S30 1480 2879 3320 510 WD I&V 1980 2429 28A JIM i-6" (YO`) PREGLST SM 7a 13N 1785 fl 2367 ass me 8" 1364 I76s 2166 2567 SO 9'-0" (1167 PRECAST 468 884 1722 1540 1859' 21® 96 SID 1072 13U 17DI 2016 2WI 1) THE NIRIBERS IN PARENNIESLS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 TYPE DESIGNATION Z Ff DLN amE01C/ U N W821E8 aw7617 a is 9n4t AIpq8Fl6—lB/IT s 3) f aft w amw w w Md pda 11) S.Y bade sn grYpad dsnbb Yns ssoft ONb ida WtM Ys pad reidlm W 18) 50% beds bad a n0 ad ddp 0ell4 w AO 9% ad AO 32 "• •: T-C Usld O<32-18 sde le•d . Hlt (d I0) Mill" bkrrd bod nP.dl/ me r AYYs1 r Ois N ew b psi6n9 aMfdw4 s/ in redsia 0 Nn M .- A501 In amwd emeY mdairy sYe QEO7t mea IM Y1A Sa eWm Wse '1'. . S) M WIN mrd w aad p dd fAlmUos febnf fdd k IT-/' sa! beg r rasbwesade1aWbcOoer6rg tCoihdSsciolo IOWa1 •W0m1•lb. floko 8i869 Aen 641 W6 a «14a 7) 0a 0 ten, mq bs mb2dd Iw bo J5 AM 411 ct / MiAd ad cater ANY A o deN 9) oTMolclt>trgdl4ewomo bredbfsp mwddarla dea bj lim0.y lead .rapwt IQ ILL . 9d W 10 900 60 edf•1 rdw to 46 bald d 0s bubo d W Add esr97. 1/2' CLR T CAM or i wa SEE SAFE LAITIGL LOAD UM FM 1040 PA7W FDR Ewi ADmwx ' ¢4 REINFORCED CW (I=" % FULL COARSE fROAI1CTRFl4S1VFD I5 REHAR BmlbseFlaidt AwOR60 o3 7t r2+oul IS F5/W AT 10R011 4. Pam a Id00. tael IN um AA MODL 7KGv w D mwmoft idw fbrldl OF 4: C DOlo; 4z 7;•- )) 40•. CRAIGPARRPoO a/6 R b GtQ 8324CR679 , e eqs Af.Asi`S/WJALE:4 SEPFNER. FLo3W or CAST—CRETE 8" LINTEL FABRICATION DETAILS 4/28/2017 Florida Building Code Online al'Nr;U•I ;rt; .: ; . • • ' • 4 . ----- • . .' - ._— % GwaW.. -- . .: KII i ^ , J=(13' Irrfob!-i4 ffL''`^ (L s b!F`;Il4Ko k3 • „ 1 '. L, ,z°' :u l:.ua: a l;euasL: aCIS Home Log In User Registration Hot Topla ( Submit SurQ,arge Stats to Falls Publlcatloro FSC Staff SCIS Site Map Unks Search Fbrill . r tl'liProductApprovalI ...s USER: Public User Product Approval Menu > Product or Application Search > Aprdlmdon Litt > Application Detail I`•'s'• it -I-- FL It FL3792-R8 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified I by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature i Technical Representative i' Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method r' Certification Agency Validated By Referenced Standard and Year (of Standard) I i fI Equivalence of Product Standards f. 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 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miaml-Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Product Approval Method Method 1 Option A Year 1995 I https:pwww.floridabuilding.org/pr/pr app dtl.aspx7param=wGEVXQwlDgsFgPhXouzz9PGbeVjdlkEk7oGQ8zyYrvnk%3d 1/3 4/28/2017 C. httpsJ/www.floridabUl 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 iary of Products - - - FL #' Model, Number or Name Description 3792.1 135 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL3792 R8 C CAC Lomanco 135 - 2000 PV - NOA L - Approved for use outside HVHZ: Yes 0602,02,odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 08/17/2016 Other: 1. Refer to applicable building codes for required Installation Instructions ventilation. 2. Model 135 Roof Vent and Model 2000 Power EL3792 R8 II Lomanco 135 - 2000 PV - NOA 11-0602.02.odf Roof Vent shall be Installed over composition shingles roofs Verified By: Miami -Dade BCCO - CER only. 3. Model 135 Roof Vent and Model 2000 Power Roof Created by Independent Third Party: Vent shall not be Installed on roof mean heights greater than Evaluation Reports 33 feet. 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 Louver Limits of Use, Certification Agency Certificate Approved for use In HVHZ: Yes FL3792 R8 C CAC Lomanco 700 Series - NOA 11- Approved for use outside HVHZ: Yes 0602.04.odf 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. shall comply with applicable building code. 3. Lomanco's FL3792 R8 II Lomanco 700 Series - NOA 11-0602.04,01' Verified By: Mlarril-Dade BCCO - CER Model 730,750,770 Roof Louvers shall not be Installed on roof Created, by Independent Third Party:. mean heights greater than 33 feet. Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11-0602.04:odf Created by Independent Third Party: Yes 3792.3 750 Roof Louver Aluminum Roof Louver — Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL3792 R8 C CAC Lomanco 700 Series - NOA 11- Approved for use outside HVHZ: Yes 0602.04.odf 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 R8 II Lomanco 700 Series - NOA 11-0602.04.odf Verified By: Mlaml-Dade BCCO - CERshallcomplywithapplicablebuildingcode. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be Installed on roof Created by Independent Third Party: mean heights greater than 33 feet. Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11-0602.04.odf Created by Independent Third Party: Yes 3792.4 770 Roof Louver Aluminum Roof Louver " . Limits of Use Certification Agency Certificate Approved for use In-HVHZ: Yes FL3792 RS C CAC Lomanco 700 Series - NOA 11- . Approved for use outside HVHZ: Yes 0602.04:odf Impact Resistant: IV/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 R8 If Lomanco 700 Series - NOA 11-0602.04.odf Verified By: Miami -Dade BCCO - CERshallcomplywithapplicablebuidingcode. 3. Lomanco's .. Model 730,750,770 Roof Louvers shall not be Installed on roof Created by Independent Third Party: mean heights greater. than 33 feet. Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11-0602.04.odf Created by Independent Third Party: Yes 3792.5 770D Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R8 C CAC NOA 15-0709.09.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/04/2020 Design Pressure: N/A Installation Instructions Other: FL3792 R8 It NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports ling.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbe\4dikEk7oGQ&yYnmk%3d 213 It 4/2812017 Florida Building Code Online Created by Independent Third Party: Yes Duc M Ma Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: BSO-487-1824 The state of Florida Is an AA/EEO employer. Cowriaht 2007-2013 State of Florida.:: Privacy Statement :: Aetessiblllty 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. U you have any questions, please contact 850.487.1395. -Pursuant to Section 4S5.275(t), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, 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 riot 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 4SS, F.S., please dldr here_. Product Approval Acceptat M3 ® rkia 0 Ciredit Card Safe Secul ityRiETRICY httpsl/www.floridabuildng.orglpr/pr app dtl.aspx?param=wGEVXQwtOgsFgPhXouzz9PGbeVdikEk7oGQ6zyYnmk%3d 3/3 MIAMI•QADE HIAMl=DADE COUNTYo PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 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.niiamidude.eoy/btiilding/ 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 BNC - 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 ANJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC 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: 135 Roof Vent, Lomancool 2000 Power Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perfonnance 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 attire 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 renews NOA# 06-0501.11 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Snecilication Description 135 Root' Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and Lomancool 2000 Power thermostat with a aluminum hood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeencv/Identifier Name Re ort Date PRI Asphalt Technologies, Inc. TAS 100(A) LOM-011-02-01 04/O5./06 NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof rafters, cut a 14" diameter hole through shingles and sheathing boards. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow facing up. Make sure the throat of the vent is centered over vent bole. Fasten the base to roof decking at corners, and approx. 4" o.c. 1" from the outside edge of the flange and 1" from stack every 45° with approved roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of/2". See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published literature LIMITATIONS: Refer to applicable buildnig codes for required ventilation. 2. 135 Roof Vent, Lomaucool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Loinanco, Inc. published instructions, and in accordance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. 135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida BuildingCode and Rule 913-72 of the Florida Administrative Code NOA No.: 11-0602.02 MIAMI-DADEcourn'Y Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART B I ITEM REO UESCHINIION MAIERIAL MAI VIT 0201-501 1 1 DOME .037.t.0025 X 2850 X 28.50 5005-0 AL 3.2501 0201-502 2 1 13ASE .0327t.0025 X 20 X 23 5005-0 AL 1840p 0201-503 3 1 RAINSHIELO .0194.0025 X 19.50 X 19.50 5005-0 AL .913# 0410-501 4 3 BRACKET 1E GA. X 1.250 X 7.580 GALV. STEEL .1951 0201-507 5 1 SCREEN .028 X 5 X 41..i75-8X8 MESH PERM-A-KOTE 1404000165 6 12 RIVE 3/160 X 7/32 OVAL HO. AL 1405000281 7 3 SCRCw 114 X 1/2 H1VUH0 TYPEM 'AB" ZINC PLT END OF THIS ACCEPTANCE MIAMI.OAOE COUNTY NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 4 of 4 MIAMI•D,ADE 0 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) I I805 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) vn"v.miamidade.eov/buildinu/ 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 BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AI1J). 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. BNC 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: 135 Roof Vent, Lomancool 2000 Power Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06-0501.11 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. e wv_ NOA No.: 11-0602.02 MIAMI.OADE COUNTY Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 1 of 4 ROOFING COMPONENT APPROVAL Category Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description 135 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and Lomancool 2000 Power thermostat with a aluminum hood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date PRI Asphalt Technologies, Inc. TAS 100(A) LOM-011-02-01 04/05/06 NOA No.: 11-6662.02 iuuMI•oaoeeouNmr M Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 2 of 4 10 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof rafters, cut a 14" diameter hole through shingles and sheathing boards. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base. of vent under shingles with arrow facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at corners, and approx. 4" o.c. I" from the outside edge of the flange and 1" from stack every 451 with approved roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of ''/2". See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published htcrature LIMITATIONS: 1. Refer to applicable building codes for required ventilation. 2. 135 Roof Vent, Lomancool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomanco, Inc. published instructions, and in accordance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. 135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the .Florida BuildingCode and Rule,9B-72 of the Florida Administrative Code NOA No.: 11-0602.02 MAMI-DADECOUNTY Expiration Date: 08/17/16 ENJURGY1101 Approval Date: 08/17/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART 9 OEM REO I)ESCRIVfIQN MAIEHIAL MAT WT 0201-501 1 1 DOME 032t.0025 X 28.50 X 28.50 5005-0 AL 32500 0201-502 2 1 BASE 0325.0025 X 20 X 23 5005-0 AL 1.840y 0201-503 3 1 RAINSHIELO 019t.0025 X 19.50 X 19.50 5005-0 AL 913y 0410-501 4 BRACKET 16 GA. X 1.250 X 7.580 GALV. STEEL 1951 0201-507 5 I SCREEN' 02h X 5 X 41.375-8.48 MESH PERM-A-KOTE 1404000165 6 12 RIVET 3/160 X 7/32 OVAL HD. AL 1405000281 7 3 SCREW 914 Y. 1/2 HWUHD TYPEM "AS' ?INC PLT END OF THIS ACCEPTANCE NOA No.:•11-6602.02 Expiration Date: 08/17/16 Approval Date: 08/IM I, Page 4 of 4 M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION'DI VISION Miami, Florida 33175-2474 T (786) 3,15-2590 F (786) 315-2599 NOTICE Or ACCEPTANCE (NOA) www.miamidade.eov/building/ 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 BNC - 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. BNC 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: 135 Roof Vent, Lomancool 2000 Power Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless. otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been riled 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 renews NOA# 06-0501.11 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. e G NOA No.: 11-0602.02 MIAMI-DADECOUNrY Expiration Date: 08/17/16 F-122R0,1481 Approval Date: 08/17/11 Page 1 of 4 ROOFING COMPONENT APPROVAL Cateaorw Roofing Sub-Cateeorv: Ventilation Material: Alwninum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description 135 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and Lomancool 2000 Power thermostat with a aluminum hood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency/Identifier Name PRI Asphalt Technologies, Inc. TAS 100(A) Report Date LOM-011-02-01 04/05/06 NOA No.: I1-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 2 of APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof ratters, cut a 14" diameter hole through shingles and sheathing boards. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at comers, and approx. 4" o.c. 1" from the outside edge of the flange and l" from stack every 45° with approved. roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of '/2". See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published literature LIMITATIONS: Refer to applicable building codes for required ventilation. 135 Roof Vent, Lomancool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomanco, hic. published instructions, and in accordance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. 135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida BuildingCode and Rule 9B-72 of the Florida Administrative Code NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART O ITEM PEO I UESCRIF-11ON MAIERIAL MAI WI 0201-501 I 1 OOME 032t.005 X 28.50 X 28.50 $005-0 Al. 3.2!0/ 0201-502 2 1 BASE OS2=.0025 X 20 X 23 5005-0 AL 1.8401 0201-503 3 I RARIS+IELO 0191.0025 X 19.50 X 19.50 5005-0' AL .913f1 0410-501 4 3 BRACKET 16 GA. X 1.250 X 7580 CALV. STEEL 195y 0201-i07 5 1 SCRECN 028 X 5 X 41.375-SX8 MESH PERM-A-KOTE 1404000165 6 12 RIVET 3/169 X 7/32 OVAL HD. AL 1405000281 J 3 CROW 14 Y. 112 HWUHO TYPEM 'A.8' 7.INC PLT END OF THIS ACCEPTANCE NOA No.: 11-6602.02 MIAMId1AOECOUNTY Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 4 of 4 m Din2 W pJr0 0 o U ooZ. z c c omat m WYNDHAM PRESERVE LOT 130 PB 81. PG 93) Building Setbacks Setbacks: Per construction plans for MDHAM PRESERVE", City of Sanford, Seminole County, Florida Front = 25' Rear = 20' Side = 10' Side Street - 25' 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. 1NYNDHAM PRESERVE - LOT 130 FORM BOARD 37O1 Saki nar $ URVEY LI1 e F000 aF opal NcE E 3/ WLU2 OU0 QQ 0 _J a.0a N Al O LOT 131 OI LOT 152 DIINIENSION NOTE: of Proposed building dimensions shown hereon are of the exterior. QCP 1`L8 29 ,L g6 N a s bLA 10.3 J045 O 5.7 j O PROPOSED O 4 1 STORY RESIDENCE 3701 SALTMARSH O ri LOOP u 41 tO 1827 FIREFLY v Z ELEVATION - U GARAGE - RIGHT FORM BOARD FFE = 30.0 Z o F top =1 0 TI C& 0 m o LOT.130 1 a AREA = .c 12,342 1 I Ii I I 14.a O 014.2 } G C I i 10.0- ^-----*----------J 95.24 LOT 153 CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 25.00' 075'20'31" 32.87' 30.56' S 77*02'23" E C2 223.65' 002'23'15" 9.32' 9.32' S 40'33'46" E C3 125.00' 041'28'26" 90.48' 1 88.52' S 21'01'10" E C4 198.65' 041*44*33" 144.73' 141.55' S 20'53'07" E C5 150.00' 041 *28*26" 108.58' 106.22' N 21'01' 10" W LB —licensed usinessLEGEND:ADUSSO—Access/Ominage/Utilities/Sidewalk BFP—Backflow Preventer Sight Distance Easement S —Survey PRM —Permanent Ref. Monument R —Reported PCP —Permanent Control Point D —Description FP&L —Florida Power & Light P —Plat FFE —Finish Floor Elevation D. . —Deed Book E —Water Meter O.R.—Official Records Book N—Water Valve P.B.—Plat Book V--Fire Hydrant Pg.—Page Rt:E-Reclaimed Water Meter Elev.—Elevation RCDG—Reclaimed Water Valve Conc. —Concrete Cable Box BP —Brick Paver m —Telephone Box SW —Sidewalk N3—Electric Box FFE—Finished Floor Elevation 0-Utility Pole Cl—Curb Inlet Guy Pole GTI—Grate Top Inlet Light Pole P.U.E.—Public Utility Easement Guy Anchor RCP —Reinforced Conc. Pipe OU--Overhead Utilities PVC —Polyvinyl Chloride Storm Sewer Manhole NCS—No Comer Set (Falls in Water) t9—Sanitary Sewer Manhole SF —Square Feet ONO —Electric Handhole D.U.E.—Drainage/Utility Easement COO —Clean Out FMGO—MAG NAIL & DISK P.K.—Parker Kolon Nail XVD4—Irrigation Control Valve a —Sign SIR —Set 1/2' Iron Rod L87768 WX—Gate Water Valve SPKD—Set P.K. & Disk L87768 Gas Meter FIR —Found 1/2' Iron Rod LB7768 11.O-Existing Grade FTP —Found 1/2" Iron Pipe LB7768 p —Blow—off Valve FPKD—Found P.K. Nail &Disk LB7768 ----Drainage Flow Direction FCM —Found 4'x4' Concrete 0 —Proposed Design Grade Monument PRM L87778 As—Built/Existing Grade Note: Some items in above leaen may not be aao ,cable L_ Description I Date I Dwn.ICk'd I P.C.IOrder No. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads. walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WNDHAM PRESERVE". City of Sanford. Seminole County. Florida. S. This Plot Plan is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE'. City of Sanford, Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) S89'40'51 LOT 154 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 Zones "X" DESCRIPTION: LOT 130, according to the plat of "WYNDHAM PRESERVE" thereof as recorded in Plat Book 81, page 93 of the Public Records of Seminole County, Florida 00. 555 Winderiey Place, Suite 109Thiscertifiesthat dtS li`tlth(r described property was made under rdy s a ppr ao 1 the Standards of Maitland, FL 32751 Practice set (prt°-0p'fil ll, 5J: gf Professional Phone: (321) 270-0440 Surveyors & Ma ef s ittcfe h 4b SJ=1; Ro' a Administmtive Fax: (813) 248-2266 r code, pursJbr Ltp cbon ;472.027,:Flenn S S. Licensed Business No. LB 7768 f ' n• GeoPoint Surveying, Inc. J es D.ILeviA b.e..,44% eLS6915 Drawn:A Checked:JDL P.C.: Data Sle:Br6sonEmt-Plat RIDA PROFESSIONAL SURVEYOR & MAPPER NO. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Date:B/02/17 Dwg:FamBoard-tott30 Order No.: ^ RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 — TWIN. 20 S. — RNG. 11 E Feld Bk: TRI-COUNTY TESTING LABORATORIES, INC. 3 V South Main SAvet • Project No: Winter Garden, Florida 34787 Order No: 407-656-9656 Report No: REPORT OF IN -PLACE DENSITY TESTS Proctor. Contractor: l fnr /i,S { ,,, f ' Speci /4fl Location: Qf(7y cr Matectel:/ jnn Date Tested: f-?-/ 7 Optimum Moisture: / 2 - -? Mmi mnn Dry Density: / 01 '/ Location Depth Inches Dry Density Max. Dry Density Percent of Max. Moisture Ibs mfL ms.mfL Density Percent N o-,z /a• /psi . y Y-A,; f — / 2 f2 % CITY OF SANFORD PQ (rh t (') I'L BUILDING & FIRE PREVENTION PERMIT APPLICATION AU 20V Application No: 1 01-5 Documented Construction Value: $ 4.704.00 Job Address: 3701 Saltmarsh Loop Historic District: Yes No Parcel ID: 17-20-31-502-0000-1300 Residential ® Commercial Type of Work: New Z Addition Alteration Repair Demo Change of Use Move Description of Work: Install new Ac with duct work and venting Plan Review Contact Person: Ania Grullon Title: Pre -Construction Coordinator Phone: 407-886-3729 Fax: Email: agrullon@energyair.com Property Owner Information Name Brinsson INV LLC Phone: Street: 27 N Summerlin Ave City, State Zip: Orlando. FL 32801 Resident of property? : NO Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 Street: 5401 EnegryAir Ct Fax: City, State Zip: Orlando FL 32810 State License No.: CAC1816317 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: 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 pen»it to do the work and installations as indicated. 1 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. 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: 5ih Edition (2014) Florida Building Code Revised: Junc 30.2015 Permit Application NNOT`ALtE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be founniir the public records of this county, and there may be additional perntits 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 :t 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 pennit fees when thc; permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with :ill applicable laws regulating construction and zoning. Signuturc of Owner/Agent .- tea Date Print Owner/Agent's Name Signature of Notary -State of Florida Date A1, / //e 8/16/17 Sig aturc u ontmctor/Agent Date Robert Kulp Print Contractor/Agent's Name 8/16/17 Date Notary Public state of Flodda Ante Grullon ac` 6 My Commission FF OWN pia ti Expires 01/31/2020 Owner/Agent is _^ Personally Known to Me or Contractor/Agent is $—V- P • tally Know o Me or Produced ID Type of IU Produced ID Type ofIU BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg:_ Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes [J No E] # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30, 2013 Permit Application 0JL Revision I/ Response to Comments Permit # , - _ 1 0 AUG 0 2017 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov 136 Submittal Date I — Project Address: ` Q,) p-A+rmR.(-s h Lc)n g Contact: Ph: l(1 Fax: — Email: . rY\S+cLr(,gh Trades encompassed in revision: 19 Building Plumbing Electrical Mechanical Life Safety Waste Water homes. ca ry,' General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water PlanningItoll-) Engineering Fire Prevention 0 Building _SF 7 RECORD COPY POINT OF WYNDHAM PRESERVE - LOT 130 COMMENCEMENT NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 17-20-31 CCR #55989 r: WESTERLY LINE OF w THE NORTHEAST 1/4 an OF SEC 17-20-31 BASIS OF BEARING) b oN N89'40'51 "E q 656_00' Building Setbacks Zi IMIM Setbacks: Per construction plans for ' WYNDHAM PRESERVE". City of Sonfon Seminole County, Florida Front = 25' Rear = 20' Side = 10' Tide Street = 25' PLOT PLAN t.00? . ARSN'"` N 651R2 51` y0 Ngle, 95 ySlP > POINT OF- IEGINNING Ok to construct single family home with setbacks and impervious area shown on plan. 24. (1 % h-qx CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 25.00' 075*20*31" 32.87' 30.56' S 77'02'23" E C2 223.65' 002*23'15" 9.32' 9.32' S 40'33'46" E C3 125.00' 041'28'26" 90.48' 88.52' S 21'01'10" E C4 198.65' 041*44*33" 144.73' 141,55' S 20'53'07" E CS 150.00' 041'28'26" 108.58' 106.22' N 21'01'10" W LEGAL DESCRIPTION DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 East, Seminole County, Florida, and being more particularly described as follows: DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE cP LOT 130 Proposed) 28 29 Z g6 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.00°1VOTE., a distance of 357.16 feet; thence N.89°40'51"E., a distance of 656.00 feet to the POINT OF BEGINNING; thence N.65°1 T21 T., a distance of 30.98 feet; thence Easterly, 32.87 feet along the arc of a tangent curve to the right having a radius of 25.00 feet and a central angle of 75°20'31" (chord bearing S.77°02'23"E., 30.56 feet); thence Southeasterly, 9.32 feet along the arc of a reverse curve to the left having a radius of 223.65 feet and a central angle of 02*23'15" (chord bearing S.40°33'46"E., 9.32 feet); thence Southerly, 90.48 feet along the arc of a reverse curve to the right having a radius of 125.00 feet and a central angle of 41 "28'26" (chord bearing S.21 °0110"E., 88.52 feet); thence S.00016'57"E., a distance of 48.34 feet; thence S.89°40'51 "W., a distance of 95.24 feet; thence N.00°19'09"W., a distance of 132.48 feet to the POINT OF BEGINNING. Containing 12,342 Square feet, more or less. r ' `Y"' "'."` LEGEND -Access Drains a Utilities SidewalkLB-Uceneed usiness 9 / / BFP-Backflow Preventer Sight Distance Easement Survey PRM-Permanent Ref. Monument R -Reported PCP -Permanent Control PointISD -Description FP&L-Florida Power & tight P -Plat FFE-Finish Floor Elevation D.B.-Deed Book Water Meter O.R. -Official Records Book 04 -Water Valve P.B. -Plat Book Z7'-Fire Hydrant Pg. -Page RiC®-Reclaimed Water Meter Elev.-Elevation RICD4-Reclaimed Water Valve Conc. -Concrete 10 -Cable Box BP -Brick Paver m-Telephone Box SW -Sidewalk M -Electric Box FFE-Finished Floor Elevation O-Utlity Pole CI -Curb Inlet Guy Pole GTi-Grate Top Inlet P.U.E.-Public 0-Ught Pole Utility Easement f--Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride O-Storm Sewer Manhole NCS-No Comer Set (Falls in Water) D-Sanitary Sewer Manhole SF -Square Feet ENHo -Electric Handhole D.U.E. -Drainage/Utility Easement COO -Clean Out FMGD-MAG NAIL & DISK X&*04-Irrigation Control Valve P.K.-Parker Kalon Nail I' -Sign SIR -Set 1/2' Iron Rod L87768 W04-Gate Water Valve SPKD-Set P.K. & Disk L87768 IR-Gas MeternR-Found 1/2' Iron Rod L87768 11. -Existing Grade FlP-Found ' Iron Pippe CIL87768 -Blow-off Valve FPKD -Found P.K1/2. Nail & Diek LB7768 -.--Drainage now Direction FCM-Found 4'x4" Concrete 10.0 Proposed Design Grade Monument PRM L87778 As-Built/Existing GradNote: Some items in above leaen may not be aoo icable@ Order No. ADDED SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for `WYNDHAM PRESERVE'. City of Sanford, Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE". City of Sanford. Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) PLOT PLAN ONLY NOT A SURVEY) For Permitting ONLY) 6 0 9n LOT AREA CALCULATIONS LOT 12.342 SQ.FT. LIVING AREA- 1.912 SQ.FT. GARAGE = 403 SQ.FT. PORCH = 70 SQ.FT. DRIVEWAY = 518 SQ.FT. PAno = 100 SQ.FT. WALKWAY = 77 SQ.FT. IMPERVIOUS= 24.9 R SOD 9.262 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 6.257 SQ.FT. APRON = 133 SQ.FT. SIDEWALK = 1085 SQ.FT. SOD = 1.232 SQ.FT. TOTAL AREA AREA _ 18.599 SQ.FT. DRIVEWAY = 651 SQ.FT. SIDEWALK = 1.162 SQ.FT. SOD = 10.494 SQ.FT. 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 Zones "X" DESCRIPTION: PROPOSED LOT 130, according to the plat of "WYNDHAM i PRESERVE", City of Sanford, Seminole County, Florida f 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 j Fax: (813) 248-2266 I ; Licensed Business No. LB 7768 G e o P oint Surveying, Inc. Im to a James D. Leviner LS691FLORIDAPROFESSIONALSURVEYOR & kWPER NO. ..............5 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Drawn: JE I Checked: JDL I P.C.: Data Rle:&bsonrmt-Plat Date: 04/17/17 Dwg: & iciffAd-01130 Order No.: - SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: - LoT l3 o Revision Ell" City of Sanford Response to Comments Building & Fire Prevention Division Ph: 407.688.SiS0 Fax: 407.688.SiS2 Email: building@sanfordfl.gov Permit # Submittal DateI- Project Address:' Contact: Ph: Fax: Email: W 'l t - Ome $ o CorY-, Trades encompassed in revision: General description of revision: 5 5 r Q, ,,r ec,4— f brti Building 0 E S . Plumbing.S-r-h pr.S Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 11 Building SG' IT,- 2—A - 1-1 8/17/2017 Florida Building Code Online Business & ( Professional ' ' ' RECORD COPY r 13CIS Home Log In I user Registration I Hot Toplc9 I Submit Surcharge I Slats 6 Facts ( Publications I FSC Staff I SCIS Site Map I Links I search b a r Product Approval IUSER: Public User Product Approval Menu > Product or Aoolication Search > Aoolication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL21842 New 2014 Approved E*4 Rhino Linings Corp 9747 Businesspark Avenue San Diego, CA 92131 479)435-0446 jschmidt@rhinolinings.com Jennifer Schmidt (Rhino) jschmidt@rhinolinings.com Jennifer Schmidt 9747 Businesspark Avenue San Diego, CA 92131 479)435-0446 jschmidt@rhinolinings.com Roofing Cements -Adhesives -Coatings 1211"ING 00 SANFog'D FPAR' Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 PRI Construction Materials Technologies, LLC 02/09/2018 John W. Knezevich, PE i Validation Checklist - Hardcopy Received jFL'f ... — I I a Standard ASTM D6694 Year 2008 https://www.floridabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDqufjjgQzTt6YQr53gSSd3h98wGyh7kWDss%2(54ByYCTpOlg%3d%3d 1/2 8/17/2017 Florida Building Code Online r Product Approval Method Method 1 Option D Date Submitted 02/10/2017 Date Validated 02/15/2017 Date Pending FBC Approval 02/18/2017 Date Approved 04/04/2017 Summary of Products 1 FL # Model, Number or Name Description 21842.1 DuraTite Roof Maintenance Coatings Silicone based roof maintenance coatings Limits of Use Installation Instructions Approved for use in HVHZ: No FL21842 RO II 2017 02 FINAL ER RHINO C-A- Approved for use outside HVHZ: Yes C FL21842.Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL21842 RO AE 2017 02 FINAL ER RHINO C-A- C FL21842.odf Created by Independent Third Party: Yes Back Next 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 mail. tf 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 4S5, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. tf 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 4SS, F.S., please click here . Product Approval Accepts: Mtl Credit Card Safe https://www.floridabuilding.org/prlpr_app_gtl.aspx?param=wGEVXQwtDqufjjgQzTt6YQr53gSSd3h98wGyh7kWDss°/*2f54ByYCTpOlg*/o3d`/o3d 2/2 RECORD COPY MiA[+4EMIAMI-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 DMSION T (786) 315-2590 F (7 Q/ 99 NOTICE OF ACCEPTANCE (NOA) www.miamid e. ov/econ Lomanco, Inc. ""+NFpRO 2101 West Main Street o Jacksonville, AR 72076 REVISION QgR1w1E SCOPE: _ 22 This NOA is being issued under the applicable rules and regulations governing the use of cons tr ti n ateri1ls.,I he 5 documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated. below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami. -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.] 5-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AY-. 4A- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 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 arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the fast nail 1'/a" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1 %4' from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the 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''/s" 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 1-12" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOWERED ROOF VENT700SERIESLOWEREDROOF VENT DETAIL B 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER MIAMNDADE COUNTY NOA No.: 16-0510.28 U4, , Expiration Date: 08/16/21 Approval Date:. 06/30/16 Page 7 of 9 j5 A 1 DETAIL C 750-S SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 6 4 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 CITY OF SANFORD BUILDING & FIRE PREVENTION D PERMIT APPLICATION Application No: —a--) a7 cj Documented Construction Value: S ` ,3 U J. Job Address: 37 d i Sc, +rngrsh C() Historic District: Yes [I No Parcel ID. Resldential, Commercial Type of Work: New 11 Addition Alteration Repair Demo Change of Use Move Description of Work: NPi . ) I r it n e-1, n '-n . , . ^ A - _ ..-L _ "')/' Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name C () m Phone: "i CO- r% dig Street: bResident of property? : bU I )tic Qr City, State Zip: Contractor Information Name rT'1P r P (-y i Phone: Street: 5 pnFax: I- pq - lcu-'7 - cl`-f5 City, State Zip: - f State License No.: E M, lak/ Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, 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 hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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: Sth 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 befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID l7 S45iature of Contractor/Agent (_ I' Date SQ'06'1a"VQc bcCo Prtn Contractor/Agent's Name Stgnature of Notary -State of Florida Date PAMELA S. TERNUS MY COMMISSION ti fF 037448 EXPIRES: August 7.2017 fFor;%.d &m:rdTkmBedganmr/Servises Contractor/Agent is —X— 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: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30. 2015 Permit Application FLORIDA ENERGY EFFICIENCY CODE `? 0 7r FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 3701 Saltmarsh Lp Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Duct Test Time: - Post Construction r)i int I aakana Tact Paci dtc CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 45 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Dud System Sum lines 1-4 45 Leakage Divide by 1909 Teal C0(61" X Fbw Area) 0.0236 (Qn,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. Oiprtalbtayy yyppne0byDaveReveOab: 101 T.10. t9 13:06 SS EDT C CN_ OevO Revelb, O=TopBudG I Hama Sarvkes. OU, EMAILAOORESS. Eave.rovelb Rater Of Record: L w eraaoM com. c-us Printed Name: Dave Revelle RESNET #: 4311088 Date: 10/19/2017 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: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 362983 Permit k: Blower Door Test Form Job Information Builder: STARLIGHT HOMES Community: WYNDHAM PRESERVE Lot #: 130 Address: 3701 Saltmarsh Lp Unit ll: City, State. Zip: Sanford, FL 32771 Air Infiltration Test Results CFM(50) = 1183 Volume = 19090 ACH(50) = CFM(50) X 60 / Volume = 3.72 aPass Fail Passing results must be 7.00 ACH(50) or less Certification of Test Results R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure or 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7),F.S. or individuals licensed as set forth in Section 489.105(3)(f), (g), or (h) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Authorized Third Party I hereby certify that the above results and that I hold the below certification: Class A or B A/C contractor or Mechanical Contractor License No. X RESNET approved HERS Rater or Residential Field Inspector Certification No. 4311088 BPI approved Building Analyst or Energy Auditor Certification No. Professional Engineer License No. Mechanical ventilation has been added: Yes No Digitally signed by Dave Revelle Date: 2017.10.19 13:07:00 EDT CN=Dave Revelle, O=TopBuild Home Services, OU, EMAILADDRESS=dave.revelle *to pbuild.com, C=US Signature: Printed Name: Dave Revelle Date: 10/19/2017 Revised 05105r1017 362983 ENVIRONMENTS FOR iv SITE V. 30 M LOT. 130 BLOCK HOUSE: 3701 STREET: SALTMARSH LP CITY: SANFORD STATE FL ZIP: ="I COUNTY- SS 040M FORA t BULOE : STARLIGHT HOMES SUBONISION: WPL YNOHAMPRESERVECOMMUNITY: WA AN: MOP IWIGQ017 PROGRAM: HERS TESTER ENVIRONMENTS PROGRAMTEST: SLOWER DOOR RESULT: PASS TESTER Dam PowaOe DATE 10111=17 TEST NAME CORRECTION NEEDED GUILDER VERIFIED RATER VERFIED WA 5. 1 Attic Access Panel(fully asketeo and insulated) X 5 2 Attic d Stair(fully skated and Insulated) X 5. 4 Recessed UWdkv fixtures (ICAT labeled and sealed to drywall) X 5. 5 Wbale-liaise Fan insulated gasketed to the opening X 7. 3 fresh air ventilation buta[W per pmgmm specs X elower Door eD r t BD Actual Roam Pleelaee Ted BUILDING ORIENTATION FRAM VOLUME CU. CODE VOLUME CU. PROGRAM SHELLS CODE SHELL N 0' NIA 19.090 0 0 PROGRAM CFM 50 CODE CFM 50 PROGRAM ACH 50 CODE ACH 50 PROGRAM x of Shed CODE lw xofS0 2,22T 7 1. 183 372 MOWIF Mil Bdrm 0 Bdtm 2 0 Bdml 3 0 Bdrm 5 0 Rm 1 0 Rm ] 0 1 Other 0 Sdmt 4 0 Rm 2 0 00Deba re EmW SOrOueGlMd 7 EfkWd UOOV Podmp'? 60 or> Of HeMwYW Lwft Mud Be CFL Or LED Law Fbw Paateb, Tobb 4W pfcom tit 7TtangeW7 X C drad Giew PI v— Laud Ro**m VbW WpeaWn Medrr14a1 symorn hem l.ocelTan Manulochuer Now Mood #1 Ma" 02 Modd 03 MOM 64 SYSTEM 1 WATER HEATER GARAGE MOOELISALES OFFICE NOT INSTALLED SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM FURNACE SYSTEM HVAC OUTDOOR UNIT OUTSIDE CARRIER CH14NS030 SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AMU (HEAT PUMP INTERIOR CARRIER FB4CNP030 SYSTEM FURNACE SYSTEM 2 NVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AMU (HEAT PUMP SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AMU (HEAT PUMP SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AMU (HEAT PUMP BUILDING CHARACTERISTICS AS DESIGN - VALUES AS BUILT- VALUES COMMMENT a OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS ( REM) NA NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS REM NA NA DUCT SUPPLY R-VALUE REM NA NA DUCT RETURN R-VALUE REM NA NA PROGRAMMABLE THERMOSTATS PRIF YES WATER HEATER TYPE PRIF TEST: SLOWER DOOR RESULT: PASS TESTER: Dare Raab DATE: 10119=17 BuILnINn BPECIFICATInNA BUILDING CHARACTERISTICS AS DESIGN - VALUES AS SULLT - VALUES COMM MENT WATER HEATER FUEL TYPE Rlf WATER HEATER SIZE. EFFICIENCY 6 LOCATION PRIF INFILTRATION HOUSE LKG ACH (REM) NA Htg, 3.72 C : 3 72 ACH 50 Pascals FRESH AIR VENTILATION TYPE PRIF VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL N REM NA NA VENTILATION FLOW REQUIRED (REM) NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION N Of FANS (REM) NA NA VENTILATION TIME - HRSIDAY SPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR PRIF FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPECS PRIF INTERIOR % OF CFL'S PRIF DISHWASHER PRIF REFRIGERATOR PRIF FOUNDATION TYPE PRIF SLAB TYPE PRIF SLAB AREA PRIF) SLAB DEPTH PRIF SLAB FULL PERIMETER(PROF) SLAB GRADE PRIF) HEATING REM NA NA COOLING REM NA NA AIR -SOURCE HP REM NA NA WATER HEATING REM NA NA TEST: OLICT BLASTER RESULT: PASS TESTER Oft* Raraft DATE: 10IIQWI7 TOTAL CONDITIONED FLOOR AREA 0 0OFASOFT) OI.K7 LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM I SO Fr. SERVED (CFA) 0 I'm POST CONSTRUCTION SYSTEM I DUCT LEAKAGE TO OUTSIDE 0 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CRM25)TARGET 0 M:My 5 (% OF CFA) ACTInfinity% 2.3ACTUAL SYSTEM I TOTAL DUCT LEAKAGE 0 0 SYSTEM I TOTAL DUCT LEAKAGE SYSTEM ITOTAL OUCTLEAKAGE(%OF NaN% 000% CFM0) TARGET (CFM25) ACTUAL CFA) ACTUAL SYSTEM 2 SO Fr. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM2S) TARGET ( CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE 0 0 SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25) TARN ( CFMM ACTUAL CFA) ACTUAL SYSTEM 3 80 FT. SERVE) (CFA) 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE 0 0 OUTSIDE SYSTEM 3DUCTLEAKAGETOSYSTEM3 DUCT LEAKAGE TO OUTSIDE OFM2) TARGET ( CFA126) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE 0 0 SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF TARGET (CFA M ACTUAL CFA) ACTUAL SYSTEM 4 80 FT. SERVE) (CFA) 0 0 SYSTEM 4 DUCT LEAKAGE TO OUTSIDE 0 0 OUTSIDE SYSTEM 4DUCTLEAKAGETOSYSTEM4 DUCT LEAKAGE TO OUTSIDE TARGET (CFM25) ACTUAL (%OFCFA)ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE 0 0 SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFM25 TARGET ( CFM25) ACTUAL CFA) ACTUAL TEST: DUCT&ASTER RESULT: PAW TESTER OomPm% DATE: 10foOM1T BUILDING SMCWICAnOMS BLIII.ONG,CFfARAGTERISTICB OUCT LEAKAGE TO OUTSIDE REM AS OESIGN - VALUE8 NA . i! ' : .` A8 81ldT -VAES LyU 0 ON &WS I CFA;! _r ig,' OOM,p, TOTAL OUCT LEAKAGE REM NA INA M II PI w rA WYNDHAM PRESERVE LOT 130 PB 81, PG 93) DIMENSION NOTE: Building dimensions shown hereon are of the exterior. 3_l UI A V M\Ck 7Bf - V-7 -12-15 FINAL BOUNDARY WYNDHAM PRESERVE I I 10 U.,ITY — v-1sRiY— LINE DATA TABLE NO. BEARING LENGTH Lt N 24'41'27" W 20.48' rLB -Licensed — roof - Licensed menc EEGEND:ADUSSD-Access/Drainage/Utilities/SidewalkLBusiness BFP-Backflow Preventer Si ht Distance Easement9 Survey PRM-Permanent Ref. Monument Reported PCP -Permanent Control Point DescriptionUR FP&L-Florida Power do Light plat FIFE -nnish Floor Elevation D-Deed Book Water Meter O.R.-Official Records Book 04-Water Valve P.B. -Plat Book I -Fire Hydrant Pg. —Page RC® —Reclaimed Water Meter Elev. —Elevation RCC4—Reclaimed Water Valve Conc. —Concrete Cable Box BP —Brick Paver m—Telephone Box SW —Sidewalk El —Electric Box FFE —Finished Floor Elevation 0—Utility Pole CI —Curb Inlet Guy Pole GTI —Grate Top Inlet Light Pole P.U.E.—Public Utility Easement Guy Anchor RCP —Reinforced Conc. Pipe —OU--Overhead Utilities PVC —Polyvinyl Chloride Storm Sewer Manhole NCS—No Comer Set (Falls In Water) G—Sanitary Sewer Manhole SF —Square Feet fHHo —Electric Handhole D.U.E.—Drainage/Utility Easement COO —Clean Out FMGD-MAG NAIL do DISK XVD4-Irrigation Control Valve P.K.-Parker Kolon Nail I' -Sign SIR -Set 1/2" Iron Rod LB7768 wC4-Gate Water Valve SPKD-Set P.K. & Disk LB7768 Gas Meter FIR -Found 1/2" Iron Rod LB7768 rr• -Existing Grade FlP -Found 1/2" Iron Pipe LB7768 a -Blow-off Valve FPKD-Found P.K. Nall do Disk LB7768 Drainage now Direction FCM —Found 4"x4" Concrete 10.0 —Proposed Design Grade Description I Date I Dwn.ICk'd I P.C.IOrder No. SURVEY LOT 130 1 I 5N g,; 292g Zg6 CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 25.00' 075'20'31" 32.87' 30.56' S 7702'23" E C2 223.65' 002*23'15" 9.32' 9.32' S 4T33'46" E C3 1 125.00' 041-28*26" 90.48' 1 88.52' S 21'01'10" E C4 198.65' 041'44'33" 144.73' 141.55' S 20'53'07" E C5 150.00' 041'28'26" 108.58' 106.22' N 21'01'10" W SURVEYOR'S NOTES: 1. Current title Information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights -of -way, set 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 are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of WYNDHAM PRESERVE City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1" 30'. 7. All boundary line dimensions are field measured unless otherwise noted. Last Date of Field Survey: 10/10/2017 This certifies that a survey of the hereon described property was made under my supervision and meets the Standards of Practice set forth by the Florida Board of Professional Surveyors do Mappers in Chapter 5J-17. Florida Administrative code, pursuant to Section 472.027, Florida Statutes. es D. Leviner 6915FLORIDAPROFESSIONALSURVEYORrkKAPPERNO. .LS.............5. 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 Zones X" DESCRIPTION: LOT 130, according to the plat of "WYNDHAM PRESERVE" thereof as recorded in Plat Book 81, page 93 of the Public Records of 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: JE I Checked: JDL I P.C.: AW I Data File:BrissonEast-Plat Date:10/11/17 Dwg:Rna5uney-Iat130 Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL o N FINAL BOUNDARY SURVEY3 . II a ti WYNDHAM PRESERVE - LOT 45N c in o- w 0T o0 o U CA N000 c Z LOT 40 LOT 41 LOT 42 o m N89040'51 "E 00 I . 60.00' WYNDHAM PRESERVE LOT 4S PB 81, PG 93) LOT 46 DEVIENSION NOTE: Building dimensions shown hereon are of the exterior. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' O 2 LOT 45 I o AREA = 6,900 S.F. t c M------------------------------- 10. 0 i 06 FPATIO]q 2.2' 11. d, 18.5 f , I 11.0' 38. 0 A/C PAD 1STORY RESIDENCE 2370 BLUE GROUSE LANE FFE= 28.3 5.7 11.0' vi N 0 FBX _[i0 o.• a . • CO R . O U i d or ' O ; a , 12. 3 FCONC 10' UTILITY EASEMENT ( P) 0 h LOT 44 SIR-" ; S89'40'5.1 "tiV .: ` 60.. 00' -_ ::.1 siR 9 7 CONC a SIDEWALK - P coNc cuR6 BLUE GROUSE LANE C4 o CENTER LINE 50' RIGHT-OF-WAY G PRIVATE ROAD) , ? d 10 2.9. PCP S ' 89'40 51 W 280.00 VpCp/- rcr - rout cqul menc , GEND:AOUSSO-Access/Drainage/Utilities/Sidewalk LB -Licensed us'inesa BFP- Backflow Preventer Si ht Distance Easement S - Survey r PRM-Permonent Ref. Monument R - Reported PCP -Permanent Control Point D - Description FP&L -Florida Power & tight P - Plat FFE -Finish Floor Elevation D. . - Deed Book Water Meter O. R.-Official Records Book DG-Water Valve P. B.-Plat Book ICf--Fire Hydrant Pg.- Page RC® -Reclaimed Water Meter Elev.- Elevation RCD4-Reclaimed Water Valve Conc. - Concrete Cable Box BP - Brick Paver m-Telephone Box SW - Sidewalk El -Electric Box FFE- Finished Floor Elevation 0-Utility Pole CI - Curb Inlet Guy Pole GTI- Grote Top Inlet tight Pole P. U.E.-Public Utility Easement Guy Anchor RCP - Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride O-Storm Sewer Manhole NCS - No Comer Set (Falls in Water) G -Sanitary Sewer Manhole SF - Square Feet EHHo -Electric Handhole D. U.E.-Drainage/Utility Easement COO -Clean Out FMGD - MAG NAIL &DISK Xv>4-Irrigation Control Valve P. K.-Parker Kolon Nail I' -Sign SIR - Set 1/2" Iron Rod L87768 WD4-Gate Water Valve SPKD- Set P.K. & Disk LB7768 Gas Meter FIR - Found 1 /2' Iron Rod LB7768 Existing Grade FlP- Found 1/2' Iron Pipe LB7768 a -Blow -off Valve FPKD- Found P.K. Nail & Disk L97768 ----Drainage Flow Direction FCM- Found 4"x4' Concrete t0.0 Proposed Design Grade Monument PRM L87778 Note: Some items in above leaena As- Built/Existing Grade maynotbeaooicable) Description I Date I Dwn.ICk'd I P.C.IOrder No. SURVEYOR' S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights - of -way, set 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 are referenced to the NATIONAL GEODEnC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1" - 20'. 7. All boundary line dimensions are field measured unless otherwise noted. 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 45, according to the plat of " WYNDHAM PRESERVE" thereof as recorded in Plat Book 81, page 93 of the Public Records of Seminole County, Florida Last Date of Field Survey: 10 10 2017 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 & Mappers in Chapter 5J-17, Florida Administrative Licensed Business NO. LB 7768 code, pursuant to Section 472.027, Florida Statutes. / GeoPoint Surveying, Inc. J es D. Levin— er L 56915 Drawn: JE Checked: JDL P.C.: AW Data FIe:BedsonEast-Plat RIDA PROFESSIONAL SURVEYOR & MAF'r'ER NO. .............. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Date:10/11/17 Dwg:fteinvey-1it45 Order No.: RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER I SEC. 17 - TWN. 20 S. - RNG. 31 E. I Feld Bk: