The URL can be used to link to this page

3938 Saltmarsh Lp 18-912s MN FlD:iLcMV L OtCCy I I III I I II III I I III I II II II i Addresslk, GRANT MALOYr SEMINOLE COUNTY Mary_ FL 227411 CLERK OF CIRCUIT COURT b COMPTROLLER BK 9070 Pe 540 (1P9s) NOTICE OF COMMENCEMENT RECOR ED°ui0106/2018011:26:40 AM State of Florida RECORDEDGBYE,ieckenro0 County of Seminole Permit Number. Parcel 1D Number. 17-20-31-502-0000- C35q The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes. the following Infamatlon Is provided in tibia Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the propeAy address If avellable) Wyndham Preserve. PB 81 Pgs 93-102. Lot V Address: Zanj rsl r-4— 3-.'113 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Persons within the State of Florida L as provided by Section 713.13(1)(b), Expiration Data of Notice of Commencement (The expiration dais b dWerent date Is specified) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER C ANA FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEM NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LE BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. OF THE NOTICE OF r 1. SECTION 713.13, YOUR PROPERTY. A IFORE THE FIRST R AN ATTORNEY Under nardes of perjury, I declare that 1 have read the foregoing and thatthe facts stated in It are true to th It owledge and belief. owns. Pw ad Hans Fbdda tlte4M 7 x i 1 : • Tiro owner mud Wpn the noeoa of wrom osmad and no ens d o may be l , Iced to dn h Ns v her shard' State of -rL County of cc L The foregoing ratrument was ovNedged beforeme this day of by l C p .who Is personally (mown to me P 0100, Hemsof pamm mddnp daldnad OR who has produced IdentRlcstion type of Identlllcation produced: Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Co rmn# GG113111 9-P. ExpimsV2112021 W- NI M • WA = tl' Book907O/ Page540 CFN#2018013840 Page 1 of 1 REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence xm•.x+ ...n.•.a;_ir."• _ ":.;k; :•oaf • .:....; '! fir. r;.. • •>:".:;•• rt-•`•_. i.:?i*l=w.:1'rr:.s: DEL_E'C*TRICA:L_•'PERNIITF r., .:: _.;;;,:,:...i- :. ,.,. s>;. t••,::,r,j.,-.•1s ,:;::,:..:'.•, Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough i 1000 Electric Final i a Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final M'Aai_CA ZVyIrI Max TrL.s,li;i'•-x'''.'^:...ya.•<.•:;;:1•,:i;4:;••Y.:',,.i.•a_l•,_x.:,?;;::;ij.r?, •s-'.•,•:r,d: .:`'•"••{:>. it•ij...y.:fy-'j,+-p`;U x',•i:'~., { i'?•.7Z:,.,$',a`ic'-:..}.a:,9:3....•.r Ju:.=1::+•i;:?:t.-..i e''1y..:S$:-a Inspection DescriptionMin 10 Mechanical Rough i 1000 Mechanical Final i I I REVISED: June 2014 FEB 16 CITY OF SANFORD BUILDING & FIRE PREVENTION ty` A PERMIT APPLICATION jApplication No: a' Documented Construction Value: S r! " ?jo2sc•° a Job Address:Historic District: Yes No Parcel ID: 17-20-31-502-0000- 0390 Wyndham Preserve Lot Residential Is Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-706-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407-647-3700 Fax: 407-647-0700 No State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem 6 Kulp Phone: Street: 20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA Bonding Company: Address: NA Fax: 215-046-8001 E-mail: sives@mulhemkulp.com Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation bas commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Sball be inscribed with the date of application and the code in effect as of that date: 56 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional. permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of 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 Signature of ontractor/Agent Date Robert Willets Print Contractor/Agent's Name gel SignetureofNotaryState 01,!,%' NOT R'PWJBLIC STATE OF FLORIDA Comm# GG113111 qyi CllExpires 6/2112021 Contractor/Agent is V 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: X'sc-L TqC Total Sq Ft of Bldg: Min. Occupancy Load: 14 # of Stories: Z New Construction: Electric - # of Amps i!p Plumbing - # of Fixtures \ Fire Sprinkler Permit: Yes No Ef # of Heads Fire Alarm Permit: Yes No 7 7 APPROVALS: ZONING: 46 g V ' UTILITIES: Z /-& WASTE WATER: ENGINEERING: t- t L s' FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 43. 8't- '`P- 2260 McLge( l an - S, Crp- BUILDING: I Revised: June 30, 2015 _ _ _ Permit Application City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 3938 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0390 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: M New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: N 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# 18-912 Reviewed by: Michael Cash, CFM Date: May 17, 2018 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 Y F-°R;D9 Landscaping in Right -of -Way N/N1Ma-rftr"n'sO1 Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or e sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right -of -Way. All requested information below as well as a current survey, site plan or plat dearly identifying the size and location of the existing right-of-way and use shall be provided or application could be delayed. callbdorepuft 1. Project Location/Address: 39,3 $ a 1 i- n a rah L-oop r-*6,el F-{— a.T1 2. Proposed Activity: Driveway D Walkway Other. 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This applicaY n is s !tied by: Signattiue: Print Name: Cr-M `klaCL 1 rp,r ke Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: 19'°r19•"'8nPd4h0`0"1° com Date: 1— 10-18 Maintenance Responsibilitieslindemniftcation 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-cf-way adjacent thereto. Requestor may, with written City authorization, remove said installationlmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stomriwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pem ittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have readrpndyAkrstand the above statement and by signing this application 1 agree to its terms. Signature: : / Date: 1 to 1 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. Pre -pour Inspection by: Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Q Engineering Date: Site Inspected by: Date: Special Permit Conditions: November 2015 ROW Use Drlveway.pdf DEM ENSION NOTE: Proposed building dimensions shown hereon are of the exterior. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' WYNDHAM PRESERVE - LOT 39 LOT 38 rrr-rvvi LEGEND.ADUSSD-Access/Droinoge/Wfiities/SidewalkLB -Licensed usiness BFP-Backflow Preventer Si 9ht Distance Easement S Survey PRM-Permonent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L -Florido Power do Light P -Plot FFE -Finish Floor Elevation D.B. Deed Book Water Meter O.R.-Officiol Records Book N -Water Volvo P.B.-Plat Book Cr-Fire Hydrant Pg. -Page RCE-Recloimed Water Meter Elev.-Elevation R01>4-Recloimed Water Valve Conc. -Concrete Cable Box BP Brick Paver M-Telephone Box SW -Sidewalk JE) -Electric Box FFE -Finished Floor Elevation O-Utillty Pole Cl -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) m-Sonitary Sewer Manhole SF -Square Feet ON* -Electric Handhole D.U.E.-Droinoge/Utility Easement COO -Clean Out FMGD-MAG NAIL da DISK GYD4-Irrigation Control Valve P.K.-Porker Kolon Nail I' -Sign SIR -Set 1/2" Iron Rod L87768 wDa Gate Water Volvo SPKD-Set P.K. da Disk L87768 9B-Gas MeterFIR -Found 1/2" Iron Rod LB7768 Existing Grade FlP -Found 1 2" Iron Pipe LB7755 FPKD-Found Cl -Blow-off Valve K. Noil do Disk L97768 Drainage Flow Direction FCM-Found 4"x4 _Concrete- 10.0-Proposed_ Design Grade Description I Date I Dwn.ICk'd I P.C.IOrder No. PLOT PLAN WYNDHAM PRESERVE LOT 39 PB 81, PG 93) SAL TMARSH LOOP 50' RIGHT—OF—WAY PRIVATE ROAD) ASPHALT PAVEMENT S 89'40'51 " W 555.98' CENTER V LINE PCP• PROPOSED 5' CONC SIDEWALK 10, UTILITY EASEMENT (P) 589'40 51-) LOT 47 ( LOT 46 SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc, at the time of this plot plan. 2. Roods, walks, and other similar items shown hereon were token from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and ore referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades do 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) asasaa:+ssaseai ONLY C.I "tea0cc Q Fir 1@1-mkJ1ttip&_QNLY) it nC es D':' L`,e'/lr1a ISuNey RIDA PROFESSIONAL• :SURYMR`& MAPPER NO. LS6915 vt_ CL Psi 0 v m va W v N M a v 00 V J a> U) m0)oo0 c Z v v yc m= 0 PSP ZONIN DATE 8 Ok to construct single family home with setbacks and impervious area shown on plan. 143. 81/0 '`"P - 2Z60 Maylko n - S, CxR- BUHMING 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. LOT AREA CALCULATIONS LOT - 4,680 SQ.FT. WING AREA= 1,002 SQ.FT. GARAGE = 411 SQ.FT. ENTRY - 48 SQ.FT. DRIVEWAY = 403 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 75 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= SOD 2,63c SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1,000 SQ.FT. APRON - 113 SQ.FT. SIDEWALK = 200 SQ.FT. SOD = 126 SQ.FT. TOTAL AREA AREA 550 SQ.Fr. DRIVEWAY = 516 SQ.FT. SIDEWALK = 275 SQ.FT. SOD = 2,758 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 Zone A" DESCRIPTION: LOT 39, according to the plat of'VWNDHAM PRESERVE" as recorded in Plat Book 81, page 93 of the Public Records, City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 f Fax: (813) 248-2266 Licensed Business No. LB 77W GeoPoint Surveying, Inc. Drawn:MTP I Checked:JDL I P.C.: JData File:8fts1nEast-Plot Date:1/22/18 Dwg:&bsonfmt-ww I Order No.: SEC. 17 — TWN. 20 S. — RNG. 31 E. I Field Bk: NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL WYNDHAM PRESERVE - LOT 39DITENSIONNOTE: Proposed building dimensions shown hereon are of the exterior. Building Setbacks Setbacks: Per construction plans for 1NYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side 5' LOT 38 rw' cyu, men% Ii.EGi1;ND:ADUSSD-Access Draino a Utiritie9 SidewolkLB-Ucensed uainess / g / / B-Backflow Preventer Sight Distance Easement S -Survey PRM-Permanent Ref. MonumentR3-Reported PCP -Permanent Control Point D -Description FP&L-Florido Power do Light P -Plat FFE -Finish Floor Elevation D.B.-Deed Book Water Meter O.R.-Official Record_ Book 04-Water Valve P.B.-Plat Book Xr--Fire Hydrant Pg.-Page RC® -Reclaimed Water Meter Oev.-Elevation RCD4-Reclaimed Water Volvo Conc.-Concrete 10-Cable Box BP -Brick Paver IM-Telephone Box SW -Sidewalk El Electric Box FFE -Finished Floor Elevation 0-Utility Pole CI -Curb Inlet Guy Pole Gn-Grate Top Inlet tight Pole P.U.E.-Public Utility Easement t--Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride O-Storm Sewer Manhole NCS-No Comer Set (Falls in Water) 0-Sanitary Sewer Manhole SF -Square Feet OINo -Electric Handhole D.U.E.-Drainage/Utility Easement Coo -Clean Out FMGD-MAG NAIL Qt DISK XW4-Irrigation Control Valve P.K.-Parker Kolon Nail I' -Sign SIR -Set 1/2" Iron Rod LB7768 WIXG-Gate Water Valve SPKD-Set P.K. do Disk LB7768 Q-Gas Meter FlR-Found 1/2" Iron Rod LB7768 1`1-Existing Grade FlP-Found 1/2' Iron Pipe L97768 a -Blow -off Valve FPKD-Found P.K. Nail do Disk LB7768 ms-Drainage Flow Direction FCM -Found 4"x4"_ Concrete 10.0 -Proposed Design Grade uescription I Dote 1 Dwn.1Ck'd 1 P.C.lOrder No. 1 PLOT PLAN WYNDHAM PRESERVE LOT 39 PB 81, PG 93) SAL TWA RSH LOOP 50' RIGHT—OF—WAY PRIVATE ROAD) ASPHALT PAVEMENT S 89'40'51 " W 555.98' VCENTER LINE PCP PROPOSED 5' CONC SIDEWALK ti 10, UTILITY EASEMENT (P) 589'40 51 ') LOT 47 I LOT 46 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. S. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) air a: o V) N 3 II vt_ oom s+ a W oM3 a V yob0 o' + z cvc "o y c 3 m 00 Sil 10- q 22 ZONIP: D.1TE 8 Ok to construct single family home with setbacks and impervious area shown on plan. q3. 8cp/-'"'P• 27-60 Mw elkO n - S. CxIZ BURMING LAYOUT NOTE: E a 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 users sole risk. LOT AREA CALCULATIONS LOT = 4,680 SQ.FT. LIVING AREA- 1,002 SQ.FT. GARAGE 411 SQ.FT. ENTRY = 48 SQ.FT. DRIVEWAY 403 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 75 SQ.Ff. A/C PAD = 9 SQ.FT. IMPERVIOUS= Xa% SOD = 2,63Y SQ.FT. OFF LOT AREA CALCULATIONS R/W 1,000 SQ.Fr. APRON 113 SQ.FT. SIDEWALK = 200 SQ.FT. SOD = 126 SQ.FT. TOTAL AREA AREA DRIVEWAY = 5,550 516 SQ.FT. SIDEWALK = 275 SQ.FT. SOD = 2,758 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 Zone "X" DESCRIPTION: LOT 39, according to the plat of WYNDHAM PRESERVE" as recorded in Plat Book 81, page 93 of the Public Records, City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 77M GeoPoint Surveying, Inc. ORIDA ilt&iS510a7SUR&YOR 1 MAPPER NO. ..._.......... NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Drown: MTP Checked: JDL P.C.: Data FIe:WwonEast-Plot Date:1/22/18 Dwg:8rissan wt- otT9 Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Sk: REOUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: a t_edProjectName:_ Wyndham Preserve -Lot 39 Project Address: 3938 Sadford FL 32771 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I . This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. S. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Print Name of Owner/Tenant NVZ1___ Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Pri t N e of Ge ontractor SigO nOZ,9gnlractor Gen. Contractor License # A Ecs{erbrcok Print Name of El. Contractor iignaI.rreyof El. Contractor 5,tom wqf D El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on _/ / Rev. 02/10/15) LEVHTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1- I S 1S I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of: Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 9 The specific permit and application for work located at: 39 3$ 1}dr grSh Lode; _Z-_),>y e-A .j 3a"1'73 treet Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC15223 7 Signature of License Holder: , STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this I aday ofjgn", L( 2001& by Robert Willets who is o personally known to me or o who has produced as identification and who did (did not) take an oath. Share Mengel itl4TARY PUBLICVSTATEOFFLORIDA Comm# GG113111 4qj?Expires 6/21/2021 Rev. 08.12) Signature Iv Print or tWe name Notary Public - State of Commission No. My Commission Expires: COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 1819: 18 DATE: February 16, 2018 U I [ BUILDING APPLICATION #: 18-10000127 / BUILDING PERMIT NUMBER: 18-10000127 UNIT ADDRESS: SALTMARSH LOOP 3938 17-20-31-502-0000-0390 TRAFFIC ZONE'022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PARCEL: PLAT BOOK: PLAT BOOK PAGE: BLOCK: TRACT: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INV LLC ADDRESS: 27 N SUMMERLIN AVE ORLANDO FL 32801 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: SPECIALSNOT SIGN WYNDHAM PRESERVE / LOT 39 SFR FEE BENEFIT RATE UNITTYPE ._-_--__..•.._.DIST.--._SCHED_.--_-RATE_---_-UNITS--_.TYPE------------------ CALL UNIT TOTAL DUE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS 1.000 dwl unit 705.00N/A Single Fa ily Housing .00FIRE 1.000 dwl unitRE 00 LIBRARY CO -WIDE ORD 00 Singgle Family Housing 54.00SCHQOLSCO -WIDE ORD 1.000 dwl unit 54.00 PASingle Family Houeiing 51000.00 1.000 dwl unit 51000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE n 5,759:00 11 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, aTOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESIMUSTBEEXERCISEDBYFILINGAWRITTENREQQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTw • CERTIFICATE OF OQCCUPANY OR OCCUPANCY. THE REQUEST FOR REVIEW COPIESEOF RULESTHE EGOVERNINGSAPPEALS NAYNBE LAND DEVELOPMENT OREREQUESTED, FROM THEBUSINESSOFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT1101EAST FIRST STREET SANFORD, FL 32771 THEMCOOUNTYOULD BE BUILDINGYPERMIT NNUMBEREATOTHERTOPNLEFTOOFDTHISESTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN60CALENDARDAYSFROMTHEDATEABOVE FAQ 16 20ia ' CITY OF SANFORD BUILDING & FIRE PREVENTION1tF,' PERMIT APPLICATION Application No: (& Q i a Documented Construction Value: S 3 , Job Address: Historic District: Yes No Parcel ID: 17-20-31-502-0000- 0390 Wyndham Preserve Lot Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo U Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mengel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fax: 407-647-0700 No State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem lli Kulp Phone: 215-646-8001 Street: .20 SoUth Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@muihemkulp.com Bonding Company: NA Mortgage Lender: Address: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR• IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation bas commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Sball 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 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.pemits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of ntractor/Agent Date Robert Willets Print Contractor/Agent's Name gel Signature of NotaryState of w NOT R*)V%J8LlC gTATE OF FLORIDA Comm# GG113111 E Expires 6/21/2021 Contractor/ Agent is t/ Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical J Plumbing[] Gas[-] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps . Plumbing - # of Fixtures. Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING:. FIRE: COMMENTS: BUILDING: RevisedJune30, 2015____ _ _ . _ _. __ ___. _— __.._.__ EermitApplication RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Flofida departineiit of Business and Professional Regulation - Residential Performance Method Project Name: Lot 39 - 2260 SR Builder Name: Starlight Homes Street: 3938 Saltmarsh Loop Permit Office: Seminole County City• State, Zip: Sanford , FL, 32773 Permit Number. 418- 9 1 2 J nSANFORDOwner: }e.), r }fYr Jurisdiction:ft1VDesignLocation: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2502.6 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1212.50 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1324.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1324.00 ft= 6. Conditioned floor area above grade (ft3) 2260 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(191.0 sqft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 452 a. U-Factor: Dbl, U=0.34 150.00 ft' SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 36.0 SEER:14.00 c. U-Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft' a. Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.258 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1324.0 sqft.) Insulation Area EF: 0,950 a. Slab -On -Grade Edge Insulation9 R=0.0 1002.00 ft' b. Conservation features b. Floor over Garage R=19.0 275.00 ft' None c. other (see details) R= 47.00 ft' 15. Credits Pstat Glass/Floor Area: 0.085 Total Proposed Modified Loads: 64.89 PASSTotalBaselineLoads: 65.79 1 hereby certify that the plans and specifications covered by Review of the plans and THE STgl, this calculation are in compliance with the Florida Energy specifications covered by this e Fps Code. calculation indicates compliance y a,,, ' _ '; r• with the Florida Energy Code. PREPAR D BY: Before construction is completed DATE:^ q- this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. iyCwiththeFloridaEnergode. O0 WE OWNER/ AGENT: Q BUILDING OFFICIAL: DATE: k 2 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (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 ANSIIRESNET/ICC 380, is not greater than 0.030 On for whole house. 1/ 19/20181:05 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Lot 39 - 2260 SR Bedrooms: 4 Address Type:- • _-Lot Information. Building Type: User Conditioned Area: 2260 Lot # 39 Owner Name: Total Stories: 2 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlalBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 3938 Saltmarsh Loop Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, Stale, Zip: Sanford , Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2260 19508.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 1002 9318.6 Yes 5 1 1 Yes Yes Yes 2 Floor 2 1258 10189.8 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Floor 1 109.3 ft 0 1002 ft' 0 0 1 2 Raised Floor Floor 2 __ _-- 47 ft' 0 0 • 0 1 3 Floor over Garage Floor 2 -_- 275 ft° 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emill Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1481 ft' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1324 ft' N N 1/19/2018 1:05 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type _ A a „„,.,,,,,, . Framing Frac Truss Type 1 Under Attic (Vented) Floor 2 30 Blown 1324 ft' 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below t TA Wall.TypP R- lahje Ft In Ft In Area Vnhle Fraction Ahenr Made% 1 W Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft' 0 0.25 0.6 0 2 W Exterior Concrete Block - Int Insul Floor 1 4.1 33 6 9 5 315.5 ft' 0 0 0.6 0 3 N Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 4 N Exterior Concrete Block - Int Insul Floor 1 4.1 7 3 9 5 68.3 ft' 0 0 0.6 0 5 E Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft' 0 0.25 0.6 0 6 E Exterior Concrete Block - Int Insul Floor 1 4.1 40 6 9 5 381.4 ft' 0 0 0.6 0 7 S Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 8 S Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft' 0 0 0.6 0 9 N Garage Frame - Wood Floor 1 13 27 9 9 5 261.3 ft' 0 0.25 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood Floor 1 None 39 3 6 10 20.5 R' 2 S Wood Floor 1 None 39 2 10 6 10 19.4 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V/ Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 2 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 11 ft 0 in None None 2 N 3 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 3 N 3 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 4 ft 0 in None None 4 S 7 None Low-E Double Yes 0.34 0.26 N 60.0 ft' 1 ft 0 in 1 ft 0 in None None 5 S 8 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 11 ft0 in None None 6 S 8 Vinyl Low-E Double Yes 0.56 0.25 N 41.0 ft' 1 ft 0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 411 ft' 411 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000384 2276 124.95 234.98 3451 7 1/ 19/2018 1:05 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype EKlieOcy Capacity Block Ducts 1 Electric Heal Pump/ Split HSPF:8.2 36 kStu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 36 kBtu/hr 1080 cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None fl' DUCTS Supply — V # Location R-Value Area Return — Air Location Area Leakage Type Handler CFM 25 TOT CFM25 OUT QN RLF HVAC # Heat Cool 1 Attic 6 452 ft' Floor 2 113 ft' Prop. Leak Free Floor 2 cfm 67.8 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Conlin Jan [ ]Feb ki Mar Jan [X] Feb MarHeatingJXJVentinJan [ j Feb Mar X) Ceiling Fans: A r I I Ma rl Jun JXJ Jul [X] Au Apr May Jun Jul [ ] Au Apr May Jun Jul [ ] Aug Sep SepriSepOct X) Nov Oct Nov Oct Nov kiDec Dec HDecThermostatSchedule: HERS 2006 Reference Schedule Type 1 2 3 Hours 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 PM 80 Cooling (WEH) AM 78 PM 78 Heating (WD) AM 66 PM 68 Heating (WEH) AM 66 PM 68 78 80 78 78 66 68 66 68 78 78 78 78 66 68 66 68 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 68 68 68 68 68 68 66 66 68 68 68 68 68 68 78 78 78 78 68 68 68 68 80 78 78 78 68 68 68 68 80 80 78 78 78 78 78 78 68 68 68 66 68 68 68 66 80 78 78 78 68 66 68 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 47 0 0 1 - Electric Heat Pump 1 - Central Unit 1/19/ 2018 1:05 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) D19PLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 3938 Saltmarsh Loop, Sanford, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1212.50 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1324.00 ft' 6. Conditioned floor area (ft') 2260 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft' a. U-Factor. Dbl, U=0.34 150.00 ft' 11. Ducts a. Sup: Attic, Rat: Floor 2, AH: Floor 2 R ft' 6 452 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor. N/A ft' a. Central Unit 36.0 SEER:14.00 SHGC: d. U-Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 1.000 ft. a. Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average SHGC: 0.258 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallonsa. Slab -On -Grade Edge Insulation R=0.0 1002.00 ft: a. Electric EF: 0.95 b. Floor over Garage R=19.0 275.00 ft' c. other (see details) R= 47.00 ft' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 1 13 1 I (1 Address of New Home: SQ.* SIQA ,a,s ,, City/FL Zip: Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.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. 1/19/2018 1:05 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR WARMER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 39 - 2260 SR Builder Name: Starlight Homes Street: 3938 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier, not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an dropped ceiling/soffitYPPn9 /soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light ratures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind nioina and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids bgWaen fire spronklgr cover plates and walls or cewlings- a. in aoomon, rnspeci on or iog wars snap be in accordance mntn the provisions or icc-avo. 1/19/2018 1:05 PM EnergyGauge® USA - FlaRes2017 FBC Gth Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 39 - 2260 SR Builder Name: Starlight Homes Street: 3938 Sallmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford, FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 2260 sq.R. Cond. Volume: 19508 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data 11 HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (9), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed: 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (9), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: HE STq F lr4gVD 1/19/2018 1:05 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 39 - 2260 SR Builder Name: Starlight Homes Street: 3938 Saltmarsh Loop Permit Office: Seminole County City. State, Zip: Sanford . FL . 32773 Permit Number: Design Location: FL. Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FOR M R405-2017 Duct Leakaae 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 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 2260 House Duct Total Conditioned Floor Area) System Leakage Qn,out)' Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /19/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, 9), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: Q D WIC 1/19/2018 1:05 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 P Job: Starlight - Wyndham wrightsofte Project Summary Date: 611612017 EntireHouse By: Energy Air, Inc Plan: 2260 S Magellan 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-8863729 Email: GRennerQenergyair cam Web: wmv.enerpyelr.com For: Lot 39 - 2260 SR, Starli ht Homes 3938 Saltmarsh Loop, Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 OF Inside db 70 OF Design TD 26 OF Heating Summary Structure 17353 Btuh Ducts 3222 Btuh Central vent (47 cfm) 1319 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 21894 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Area ( ft2) He2310 Co2310 Volume (ft3) 20003 20003 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 137 70 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO360000B AHRI ref 8068612 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 34 OF Backup: 8.2 HSPF 33800 Btuh @ 47°F OF 1105 cm 0.054 cfm/ Btuh 0.50 in H2O Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 15751 Btuh Ducts 5921 Btuh Central vent (47 cfm) 900 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 22572 Btuh Latent Cooling Equipment Load Sizing Structure 3073 Btuh Ducts 1244 Btuh Central vent (47 cfm) 1382 Btuh Outside air Equipment latent load 5699 Btuh Equipment Total Load ( Sen+Lat) 28271 Btuh Req. total capacity at 0.70 SHR 2.7 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO360000B Coil FB4CNP036L AHRI ref 8068612 Efficiency 11.7 EER, 14 SEER Sensible cooling 23100 Btuh Latent cooling 9900 Btuh Total cooling 33000 Btuh Actual air flow 1105 cfm Air flow factor 0.051 cfm/Btuh Static pressure 0. 50 in H2O Load sensible heat ratio 0.80 Input = 5 kW, Output = 16034 Btuh, 100 AFUE Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jan-19 13:02:43 wrightsoft' Right -Suite® Unhoersel 2017 17.0.28 RSU025M Page 1 ACC K .. SpecificMyndham Preserve\Lot 39 - 2260 SR.rup Cale - W8 Front Door faces: NE Manual S Compliance Report Job: Starlight -Wyndham wrightsoft' P P Date: 6/16/2017 Entire House By: Plan: 2260 S Magellan Energy Air, Inc " 5401 Energy Air, Cl, Orlando, FL 32e10 Phone: 407-NO.3729 Email: GRenner@?energyaircom Web: m w.energyakeom For: Lot 39 - 2260 SR, Starlight Homes 3938 Saltmarsh Loop, Sanford, FL 32773 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 22572 Btuh Outdoor design WB: 75.9°F Latent gain: 5699 Btuh Indoor design DB: 75.0°F Total gain: 28271 Btuh Indoor RH: 50% Estimated airflow: 1105 cfm Manufacturers Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Actual airflow: 1105 cfm Sensible capacity: 23961 Btuh Latent capacity: 6713 Btuh Total capacity: 30674 Btuh Design Conditions Outdoor design DB: 44.2OF Indoor design DB: 70.0°F Model: CH14NB0360000B+FB4CNP036L 106% of load 118% of load 109% of load SHR: 78% Heat loss: 21894 Btuh Manufacturers Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1105 cfm Output capacity: 33800 Btuh 154% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1105 cfm Output capacity: 4.7 kW 73% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. Entering coil DB: 78.3°F Entering coil WB: 64.40E- Entering coil DB: 68.2°F Capacity balance: 34 OF Economic balance:-99 OF 2016-Jan-19 13:02:43 wrightSoft• Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 ACM ... Speck\Wyndham Preserve\Lot 39 - 2260 SR.rup Cale = WS Front Door faces: NE Duct System Summary Job: Starlight - Wyndham wrightsoft' y Date: 6116/2017 Entire House By: Energy Air, Inc Plan: 2260 S Magellan 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-MG-3729 Email: GRanner®energyaireom Web: www.energyair.eom For: Lot 39 - 2260 SR, Starlight Homes 3938 Saltmarsh Loop, 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 0.136 in/100ft 1105 cfm Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.136 in/100ft 1105 cfm 206 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath 2 c 134 6 7 0.162 4.0 Ox 0 VIFx 27.8 145.0 st1 Bed 4 c 1513 75 77 0.185 6.0 Ox 0 VIFx 21.5 130.0 st2 Bed2-A h 1865 100 96 0.162 7.0 Ox0 VIFx 32.6 140.0 st1 Foyer -A h 3062 164 87 0.175 8.0 Ox 0 VIFx 19.6 140.0 st1 Laun c 838 4 43 0.268 4.0 Ox 0 VIFx 9.3 95.0 Lott c 2694 125 137 0.284 7.0 Ox 0 VIFx 3.5 95.0 bat c 211 5 11 0.186 4.0 Ox 0 VIFx 20.3 130.0 st2 W c 1513 74 77 0.183 6.0 Ox 0 VIFx 22.7 130.0 st2 kit -ram h 3684 198 195 0.136 9.0 Ox 0 VIFx 41.0 165.0 st3 kit -Tam-A h 3684 198 195 0.137 9.0 OX 0 VIFx 39.3 165.0 st3 m be c 437 20 22 0.241 4.0 Ox 0 VIFx 16.0 100.0 m br C 2115 94 108 0.245 6.0 Ox 0 VIFX 14.4 100.0 wlc C 504 22 26 0.172 4.0 Ox 0 VIFx 28.1 135.0 st2 Wc3 c 82 2 4 0.188 4.0 Ox 0 VIFx 19.3 130.0 st2 vAc4 C 399 18 20 0.179 4.0 OX 0 VIFx 26.0 130.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk SO Peak AVF 666 580 0.136 623 14.0 0 x 0 VinlFlx st2 Peak AVF 196 215 0.172 617 8.0 0 x 0 Vinift st3 Peak AVF 396 390 0.136 504 12.0 0 x 0 VinlFlx st1 Bold/italic values have been manually overridden 2018•Jan-19 13:02:43 t wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 IOr. ... Specft%Wyndham Preserve%Lot 39 - 2260 SR.rup Calc = MJ8 Front Door feces: NE Name G.rille, ,.. Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb3 Ox 0 1105 1105 0 0 0 0 Ox 0 VIFx 2018•Jan-19 13:02:43 wrightSOW Right-Sulte® Universal 2017 17.0.28 RSU025M Page 2 ACACA ... Specific\Wyndham Preserve\Lot 39 - 2260 SR.rup Calc = WO Front Door faces NE NI M0rWA Job M Starlight - Wyndham Performed for. Lot 39 - 2260 SR 3938 Sadmarsh Loop Sanford, FL 32773 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyaircom rvTw Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.28 RSU02534 20184an-19 13:02:53 am Preserve\Lot 39 - 2260 SR.rup V Ok VTR 47 CFM level 2 AHU ON METAL STAND 3.0 TON 240V 15KW HP m br Loft 10x6 ilexa 108 cfm 12x6 8x4 137 cfm 43 cfm 7" I 24x18 4" Sup Riser 1105 d 14" 'r 6" 8 x 4 22 cfm c —4" mba Laun a2 rv1R 0 P VTR O In 8 x 4 26 cfm 8x4 n \ -4" 11 cfrnl 10x6 6-16.1 77 cfm 14x6 10 x 6 14 x 6 77 dm 4' 4„ 8 x 4 wic3 4 dm ic4 br3 Bed t-8 x 4 20 d Job #: Starlight - Wyndham Energy Air, Inc Scale: 1/8" = 1'0" Performed for: Page 2 Lot 39 - 2260 SR 5401 Energy Air, Ct RightSuite® Universal 2017 3938 Saltmarsh Loop 17.0.28 RSU02534 Phone: 407886-3729Sanford, FL 32773 w. Orlando, -2018Jan-Jan13:02:54 37 wwenergyair. com GRenner@energyair.com ...am Preserve\Lot 39 - 2260 SR.rup 0 R 11 M, ZZ6o leia4e RECORD COPY PALILFArzRrW CIELECTIR119 Starlight Homes 2260 Magellon LOAD CALCULATION December 12, 2017 1. HVAC LOADS INEC2014-220.82(C)(3)-(4)1 ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.50 TON 6.30 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.97 KVA TOTAL LOAD FOR COMPRESOR @ 100% 6.30 KVA TOTAL LOAD FOR AIR HANDLER C3u 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 11.29 KVA 11. GENERAL LOADS INEC2014-220.82(B)(11-(4)) LIGHTING 2260 Sq Ft @ 3VA/Sq. Ft 6.78 KVA Qty KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUIT 1.50 KVA 1 5 DRYER CIRCUIT 5.00 KVA 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) 4.50 KVA 4.5 WATER HEATER (2) 1 1.2 DISHWASHER 1.20 KVA 1 0.8 DISPOSAL(]) 0.80 KVA 0.8 DISPOSAL(2) # g _ 9 1 2 7.2 RANGE/OVEN (1) 1 12 RANGE/OVEN (2) 12.00 KVA 7.2 COOKTOP CIRCUIT ; qV)L014f67.2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 2.50 KVA 4.8 JACUZZI TUB CIRCUIT SANFGRD 12 50AMP SAUNA/WHIRLPOOL O, OARTty*; 7.2 30AMP POOL CIRCUIT 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 37.28 KVA IST 10 KVA (GENERAL LOADS)© 100% 10.00 KVA REMAINDER (GENERAL LOADS) Q 40% 10.91 KVA SUB-TOTAL(GENERAL LOADS) INEC2014-220.82(B)1 20.91 KVA HVAC LOADS 11.29 KVA GENERAL LOADS 20.91 KVA TOTAL DEMAND LOAD INEC 2014 - 220.82(A)1 32.20 KVA MINIMUM SERVICE SIZE 134.16 AMPS RECOMMENDED SERVICE SIZE 150 AMPS Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: WP0039 - WP0039 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610 4115 Customer Info: Starlight Project Name: WP0039 Model: 2260 Lot/Block: 39 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): aDesignCode: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 21 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# Truss Name Date No. I Seal# Truss Name Date 1 I T12949805 1 Al 1/12/18 118 IT12949822JEN2 1/12/18 2 1 T12949806 1 A2 1/12/18 119 IT129498231HJ7 1/12/18 13 1 T12949807 I A3 1 1/12/18 120 I T12949824 V3 1 1/12/18 I 4 1 T12949808 1 A4 1/12/18 121 1 T12949825 1 V5 1/12/18 5 IT12949809IA5 1/12/18 1 1 1 1 1 1 1 6 IT1294981OIA6 1/12/18 7 IT12949811 A713 1/12/18 18 1T12949812I B1GE 1 1/12/18 19 I T 12949813162 1 1 /12/18 110 IT12949814 1 B3 _1 1/12/18 111 I T12949815 B4 1 1 /12/18 112 1 T 12949816 1 CA 1 1 /12/18 113 I T12949817 I CJ3 1 1 /12/18 114 1 T129498181 CJ5 1 1 /12/18 15 T12949819 EJ7 1/ 12/18 16 T12949820 EJ7G 11/ 12/18 117 IT12949821 I EN1GE 1 1/12/18 The truss drawing(s) referenced above have been prepared by t ,Ua '1 F<<c 11111 o , MiTek USA, Inc. under my direct supervision based on the parameters pP provided by Builders FirstSource - Plant City. E NS '• ? ' F . Truss Design Engineer's Name: Velez, Joaquin 8182 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 cc 9 . TAT E O F that the engineer namedislicensedinthejurisdiction(s) identified and that the 0 , 4 designs comply with ANSI/ TPI 1. These designs are based upon parameters loads, design n P . • O 1 O. shown ( e.g., supports, dimensions, shapes and codes), which were R `` s • • • • •.. \4 1 givento MiTek. AnyprojectspecificinformationincludedisforMiTek's customers O file reference purpose only, and was not taken into account in the preparation of SON A . 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 J uln Ve ez PE No.68182 should verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSl/TPI 1, Chapter 2. M USAI Inc. R Can 6W 6 Pa East Blvd. Tampa Fl. 33610 January 12,2018 Velez, Joaquin 1 of 1 Job Truss Truss Type Oty Ply WP0039 T12949805 WP0039 ' A1G Hip Girder 1 1 Job Reference (optional) oarvers nrsravulce, i ampa, nant Vily, nvnva 44vvv 500 12 M US = 2x4 11 3x8 = 4x6 = 4 18 19 5 20 21 6 22 23 7 pp" pP- 0aapd-4 1obs:, I qN- 5x9 = 17 16 24 25 15 26 14 27 13 28 20 11 3x4 = 6x8 = 4x10 MT20HS = 2x4 11 Scale = 1:48.9 9 10Ig 29 12 11 5x8 = 3x8 = 20 II LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TP12007 CSI. TC 1.00 BC 0.98 WB 0.80 Matrix-SH DEFL. Verl(LL) Ven(TL) Horz(TL) in (loc) Well Ud 0,34 13.15 >983 240 0.79 13-15 >422 180 0.22 9 n/a n/a PLATES MT20 MT20HS Weight: 141 lb GRIP 244/190 187/143 FT = 2016 LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4.7. 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 4.9.5 oc bracing. BOT CHORD 20 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2106/0.3.8, 9=2106/0-3-8 Max Horz 2=46(LC 31) Max Uplift 2=-688(LC 4), 9=-688(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-4669/1511, 3-4— 4546/1537, 4.5— 5409/1845, 5-6=-5409/1845, 6-7=-4245/1452, 7-8=-4547/1536, 8.9=-4668/1511 BOT CHORD 2-17=-1362/4227, 16.17=-1362/4227, 15.16=-1344/4207, 13.15=-1756/5409, 12.13=-1756/5409,11-12=-1344/4226,9.11— 1344/4226 WEBS 4.16_ 80/583, 4-15=-482/1464, 5-15=-526/322, 6.13=0/383, 6.12= 1432/474, 7-12=-310/1282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpI=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas whole a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 688 lb uplift at joint 2 and 688 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 211 lb down and 206 lb up at 7-0-0, 111 lb down and 110 lb up at 9-0-12, 111 lb down and 110 lb up at 11-0-12, 111 lb down and 110 lb up at 13.0.12, 111 lb down end 110 Ib up at 14-11-4, 111 Ib down and 110 Ib up at 16.11-4, and 111 lb down and 110 Ib up at 18.11.4, and 211 lb down and 2061b up at 21-0-0 on top chord, and 339 Ib down and 112 lb up at 7-0-0, 851b down et 9-0-12, 85 Ib down at 11-0.12, 85 Ib down at 13-0-12. 85 lb down at 14-11-4, 85 lb down at 16-11-4, and 85 lb down at 18-11-4, and 339 Ib down and l l2 Ib up at 20-11-4 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 lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 0 WARNINO. VarUy deOgn parameters and READ NOTES ON THIS AND 0XLUDED XMFK REFERANCE PAGE 01111,7473 rev. 1410037015 BEFORE USE Design vclkf to use only with MnoW connoclors. 116 design Is based only upon txsonelers shown. and b lot m bxJlvlcAral buldblg component, not a buss system. 90101e tae. tho br/k9ng doslgnmi mtst verify tho otxlllcob911y of doslgn paaneters and rAoWly IncorDaato M dostgn Into the overall building doslgn. Wack trxllcated Is to bucktbtg of bxlbrk7txrf bus web and/a chord members only. Ackiltiorx4 lemporary and permanerfl Macing MiTek' v prevonl Is always rogtLod for skdAlly and to prevonl cdloixe wllh posMo perwr d IWy and properly domago. For general guidance regackV the 6904 Parke East Blvd. kilrlcalbrt slofcW, delivery, oroctlon owl t)iocblg of irises and Iris syslarm soeANSI/1P11 Quality Crlteft DSB-89 and SCSI BuDding Component Torrpa. FL 33610WayinformationavcBablobornln= Pk1fe ftlitute. 218 N. too Shoot. Stile 312. Aloxarxbkt VA 22314. Job Truss Truss Type Oty Pty WP0038 T12949805IWPOD39AIGHipGirder11 Job Reference o tional utniaers Hrsibource, 1 ampe, Ylanl ally, morloa jj%loo a. we s aep to "t r m,, en muwu,na, vM. ru Vam ,c ,c.vi..v cv,v rose c ID:75SJOCOByOW21tGVr5nBLly96Pw•ruw29zRmlwcg7as81cPhVANoM91pOalKbalU Ozw5HJ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-7=-54, 7-10=-54, 2-9=-20 Concentrated Loads Ob) Vert: 4-164(F) 7-164(F) 16=-339(F) 12=-339(F) 18— 111(F) 19-111(F) 20=-111(F) 21-111(F) 22=-111(F) 23=-111(F) 24— 61(F) 25— 61(F) 26-61(F) 27= 61(F) 28=-61(F)29=-61(F) 0 WARNWO - Yetlly ddWgn pare WSW and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE pM11,7473 rev. I&MM1S BEFORE USF- Deslgn valid for tw onty vAth MlloW Connectors. Wits design Is bawd oily upon paamelers shown. oral Is to an I ndlvldu ! buldhng Component. nor o hu z syston. Before uw. Me L4Adhng designer must verity Iho aPplkobuty of design rxxarnetea and IxopodY Incorpaale this design Into rho ovoall bulding design. Bracing hWlcated Is to prevent budding of Indlvkk" truss web aW/or chord members ordy. AddtlornY lernporay and petrnalenl dosing MiTek' is always re%*od tot s1Us01ty and to prevonl callcVw with pos9110 persona! rnAaY and elope" damage. Vol general gtldance legadbng 9no talMCatbrl, storage. delivery, orecllon and Ixaci ng of trusses Ond truss syaloms 5MAN51/IPI I Quality Criteria, D5B-69 and BCSI BYUdIny Component 6904 Perks East Blvd. 5atety Information avc0cUo horn huss Mile Institute. 218 N. tee Sheol, Suite 312. PlexaxMm VA 22314. Tempe, FL 33610 Job Truss Truss Type Oty Ply WP0039 T12949806 W P0039 A2 Hip 1 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Jan 12 12:57:47 2018 Page 1 4x6 = 34x6 = x4 = 4 5 6 Scale= 1:48.9 3x6 = 3x6 = 3 = US = 3x8 = LOADING ( pst) SPACING- 2-0.0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.17 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.48 10-12 >699 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(IL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 129 lb FT = 200% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5.8 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 20SPNo.3 REACTIONS. ( lb/slze) 2=1087/0.3-8, 8=1087/0.3.8 Max Horz 2=58(LC 12) Max Uplift 2=-278(LC 8), 8=-278(LC 9) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2104/1265, 3-4=-1846/1103, 4-5= 1681/1057, 5.6— 1681/1057, 6.7=-1846/1103, 7. 8— 2104/1265 BOT CHORD 2-12=-1052/1894, 10.12=.979/1877, 8-10=-1061/1894 WEBS 3-12=-282/313,4.12= 254/508, 5-12=-342/220,5-10=-342/220,6.10_ 254/508, 7. 10=-282/313 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=4.2ps1; BCDL=3.Opsf; h=1511; Cal. 11; Exp C; Encl., GCpi= 0.18; MW FRS (envelope) and C-C Exledor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at joint 2 and 278 lb uplift at joint 8. Q WARNING - 100-1y design peremetem end READ NOTES ON THIS AND INCLUDED M MK REFERANCE PAGE M67473 mv, 109=15 BEFORE USE DeOgn vciki lop use only with Mrlek® connectors. lnls design k lased only upon poametea shown. and Is for an hdlviclual IAAdb-Q component. not a In= sWlem. Before use, the I AMV designee must ve4ty the glplk:atAly of MOW poainelon and property Incapaote Ihb dentin Into the overall Beachg bWlcated h to bucUbV IrKJMUtxl tnm web and/or Chad mombers only. AWIllon al temporary and pe mKmnf Mating Welk' buticitgdedgn. pneveni of Is dwari pecitbod foi skdAly and to prevenl coHcgm with possible poesonal Infury and piopeAy damage. fop general geldo cO 10Wd1 g B'1e Parke East Blvd.calfabricationstorage. delNery. eiectlon and txcx fg of Inisses and fit= systems. seeANSVM I Quality Craedo, OSB-89 and SCSI Building Component Tango. FL 336ta safetyINamollonovallatfthom1nA3Rateinstitute. 218 N. lee Sheol. Stile 312. Alexarxfna. VA 22314. Job Truss Truss Type Ory Ply WP0039 T12949807 WP0039 A3 Hip 2 1 Job Reference (optional) Builders FirslSource, Tampa. Plant City, Florida 33566 Sx8 = 8.130 S Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:48 2018 ID:75SJeCOByOW2itGVr5nBLly96Pw-nG2oafS1 gXsONIOXG1 S9abSGhyYOUaCd2uMb3 0.0 1 22.9.13 1 28.0.0 29 4x6 = Scale = 1:48.9 3x6 = 14 1Z nv a 3x6 = 2x4 II 30 = 30 axe = 2x4 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No-2 WEBS 20 SP No.3 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 REACTIONS. (lb/size) 2=1087/0.3-8, 7=1087/0-3.8 Max Herz 2=-70(LC 13) Max Uplift 2=-273(LC 12), 7=-273(LC 13) CSI. DEFL. in loc) Well Ud PLATES GRIP TC 0.50 Vert(LL) -0.11 12 >999 240 MT20 244/190 BC 0.55 Vert(TL) -0.28 12-13 >999 180 WB 0.42 Horz(TL) 0.10 7 n/a n1a Malrix-SH Weight: 136lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-6-10 oc bracing. FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2213/1314, 3-4=-1669/1033, 4.5=-1492/1016, 5.6— 1670/1033, 6-7=-2213/1314 BOT CHORD 2-13=-1105/1986, 12-13=-1105/1986, 10.12=-718/1492, 9-10=-1118/1985, 7.9=-1118/1985 WEBS 3.12=-542/429,4-12=-115/372, 5-10=-114/372,6.10=-541/429 NOTES- 1) Unbalanced roof live loads Have been considered lot this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 273 lb uplift at joint 2 and 273lb uplift at joint 7. 0 WARNING - VM/y dralyn perenWm Wd READ NOTES ON THIS AND INCLUDED WrEK REFERANCE PAGE I1111-7473 rov. 16041015 BEFORE USF— Design valid lot use only with Mllek® conneclom Wits design Is based only upon pmamelers shown, and Is lot an hdMdal building component, not a firm systein. Before use, the building designer must verily the apllkx blilty of design paranolan and property heorpaate mts design bile the overall building design. Bracing indicated Is to prevent bureldbng of Wividtxl truss web axl/a chord numbers only. Addlikxxi temporary and permanent btacbKi M iTek' Is always ie"ed lot stability and to pevent cellar vAm Ix1s1 Mo lwisgld kdUy and luope" danage ron genotaignldalco rogadi ng the tabrlcatkln storage, doMeq. erection and btocbng of busses and hum syste ns seeMSVM I Dually Criteria. D311-4119 and BCSI 9u9ding Component 6904 Perks East Blvd. wily Information oveLable from truss Rate Institute. 218 N. Lee Street. Site 312. Alexanditx VA 22314. Torrpo, FL 33610 Job Truss Truss Type Oty Ply WP0039 T12949808 W P0039 A4 Hip 2 1 Job Reference (optional) Builders FerstSouice, Tampe, Plant city, Flonaa 33566 a.tJV s Sep to zet f mi i eR mousutes, inc. rrr dan rz icovqu zvto rage i ID:75SJeCOByOW2itGVi5nBLly96Pw-FTcBn?Ttbr F_1bjzkz07o?OZMF8D?omHY58bLzwSHG 1.0.0 7.7.12 13.0.0 /5.0-0 20.4.4 28.0.0 29 OA1.0 01 7-7.12 5.4.4 1 2.0.0 { 5-4-4 1 7.7.12 '1-0.0 20 11 06 = 06 = 3x4 = 30 = 30 = 20 II Scale a 1:48.9 7.7.12 13.0.0 15 0.0 20.4.4 28.0.0 7.7.17 i s.4.a 1 2.0.0 5.4.4 + 7.7.12 ' Plate 011sets (X Y)-- 12:0-3.0 Edgel I7:0-3-0 Edge) 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 Verl(LL) 0.13 7-9 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0,75 Vert(TL) 0.34 2-13 990 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.10 7 nfa We BCDL 10.0 Code FBC2014fTP12007 Matrix-SH Weight: 132 lb FT = 209,6 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD WEBS 20 SP No.3 REACTIONS. (Ib/siZe) 2=108710-3.8, 7=1087/0.3.8 Max Horz 2=81(LC 12) Max Uplift 2=-286(LC 12), 7_ 286(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 2075/1243,3.4=-1466/971,4-5=-1297/945,5.6=-1466 971, 6-7=-2075/1243 BOT CHORD 2-13=-1011/1840, 12-13=-1011/1840, 10.12=•598/1297, 9-10=-1018/1840, 7.9=-1018/1840 WEBS 3.13=0/300, 3-12=-678/494, 4.12=-223/378, 5-10=-223/378, 6.10=-678/494, 6-9--0/300 Structural wood sheathing directly applied or 2.9.12 oc puffins. Rigid ceiling directly applied or 5.5.13 oc bracing. 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=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MIN FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical tell and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will lit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286lb uplift at joint 2 and 286 lb uplift at joint 7. Q WARNING • VaIfy deNen parameter and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M67473 mv. 10,01915 BEFORE USE. Design valid la use only vnth Mnek1S connectors. Ihb doslgn b based orgy upon patanelea shown. and Is lot an 6tdlNdual bu c11rV ComPononl. not a buss rplorn. Belore usu. the btAOng deslgnat must verity 1he applkpal 41ty of dcOM peraneten and poperly bcogwtate Ids design Into tho overall btidbg design. Racing bdlcatod Is to budding of kWlNdu it mils web and/or chord mcanbors only. Ac"lloncd IerriMmy and ponna rent brackv WOWprevent Is always ro"ed for stability and to pevenl collapse wllh poulbie porsonal Mary aril poporly damage. For general guidance regadlng One 6904 Parks East Blvd, hAnlmlkpn storage. delNoty, erection and bradng of Kam and Infra systorm soeANWM 1 Quality Criteria. DSB-B9 and BCS1 Building Component Tangs. FL 33610SaletyInformationavallablefromIn= Rate bstik4e. 218 N. Lee %beef. Suite 312. AlesoncfrkL VA 22314 Job Truss Truss Type Oty Ply WP0039 T12949809 W P0039 A5 Common 10 1 Job Reference (optional) Builders Fir61S0urCe. Tampa, Plant City, Florida 33566 8.130 S 5ep 15 2017 MITOK Industries, Inc. Fri Jan 12 1Z:57:49 ZOIa Page 1 ID:75SJeCO8yOW2itGVr5nBLly96Pw-FTcBnTTfbr F_lbjzkzO7o1OSMo8D2lmHY58bLzw5HG 1.0" 6.9.3 14-0.0 f 21.2.13 1 28.0.0 I29.0.0. 1.0.0 6.9.3 7.2.13 7-2-13 6.9.3 1.0.Or Scale: 114'a V 5.00j12 4x6- 17 US = 30 = Us = 30 = 3x6 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2OO7 CSI. TC 0.65 BC 0.94 WB 0.33 Matrix-SH DEFL. in Ven(LL) -0.22 Vert(TL) -0.61 Horz(TL) 0.09 loc) Well Ud 2-12 >999 240 2-12 >543 180 8 n/a We PLATES GRIP MT20 244/190 Weight: 123 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc puriins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0.3.8, 8=1087/0-3-8 Max Horz 2=87(LC 16) Max Uplift 2=-292(LC 12), 8=-292(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or lass except when shown. TOP CHORD 2.3- 2078/1321, 3.5=-1777/1148, 5-7=-1777/1147, 7.8=-2078/1321 BOT CHORD 2.12=-1102/1873, 10.12=-570/1221, 8-10=-1109/1873 WEBS 5.10=-327/598, 7-10=-435/466, 5.12=-327/598, 3.12=-435/466 i NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511, Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterlor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 III between the bottom chord and any other members, wish BCDL = 10.Opst. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 2 and 292 lb uplift at joint 8. Q WARNING • Vally dodyn PWWWttaa and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE U54073 my 10931015 BEFORE USE Design valkl fa use only vAth Welt* com-actors. 81b cosign b bowd only upon pcaamelon shown, and b for an Individual building component, not o huss syslern. 1leloie use. Iho lxAdfrng cleOgner must verity the opplkabNty of cosign lxaanolon cmyJ piopedy hcorpaalo Fhb design Into Iho over,, btidbt0 design. Brac tixlicalad Is to bucldbV of Incilvicl xl in=wob and/a chord mernbors only Addtloncl temporary and paimcsnenl Mocing MiTek' V rxovenl Is always iecl bed Ioi stabllfy and to proven) collapse with rxmble Personri Inkay and property damage. ror generes gtlrsance regad rip One Ic"Wtlon staago, clollvory, eiec,oin anti bresdng of IRises and IRns SWIM& seOANSI/IPI I OtsaOty Cdterb. DSB-89 and BCSI BUOdfrng Component 6904 Parka East Blvd. Tarrps. FL 33610SafetyInformationavdlablofrombusPlatefrns,tute. 218 H. lee Sheol. Stile 312. Alescaxhks. VA 22314. Job Truss Truss Type Oty Ply WP0039 T12949810 WP0039 AS Roof Special 1 1 Job Reference (optional) Builders FirsfSource. Tamna. Plant Citv. Florida 33566 8.130 s Sao 15 2017 MiTek Industries. Inc. Fri Jan 12 12.57.50 2018 Page 1 ID:75SJeCO8yOW 2i1GVr5nBLly96Pw-if9Z?LUHM866CBAvXSUdfOXVnmSsyTWwVCri7nzw5H F 1.0 0 5.5.14 7.1.15 10 4.0 , 11.8.0 19.0.0 22.3.5 28.0.0 9-0- r1.0.01 5 5-14 1.8.1 1 3.2.1 1-4-0 { 7.40 I 3-3-5SB•11 1-0 0' 4x6 = 54x6 = 4x6 = Scale a 1:49.7 lal 3x6 = " rd - 3x6 = 2x4 II axe = ax6 — 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.91 BC 0.91 WB 0.49 Matrix-SH DEFL. in Vert(LL) -0.16 Vert(TL) -0.45 HOrz(TL) 0.10 loc) Well Ud 8-10 >999 240 8.10 >744 180 8 r1/a Na PLATES GRIP MT20 244/190 Weight: 134 lb FT = 201e LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-8 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at micipl 5-10 REACTIONS. (Ib/slze) 2=1087/0-3-8, 8=1087/0.3.8 Max Horz 2=66(LC 12) Max Uplift 2=-268(LC 12), 8=-318(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3= 2091/1233, 3-4=•1711/1086, 4.5— 1700/1114, 5.6=-1699/1085, 6-7=-1858/1127, 7-8=-2097/1271 BOT CHORD 2-13=-1004/1857, 12.13=-1004/1857, 10-12=-957/1837, 8.10_ 1066/1887 WEBS 6.10=-172/461, 7.10=-249/282, 4-12=-855/1293, 5-12= 932/679, 3-12=-466/385 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=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterfor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 268 lb uplift at Joint 2 and 318 lb uplift at joint S. 0 WARNING . Verify dadyn panmeren and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MIF7473 rev. 1011312015 BEFORE USE Design voBd for use only vAlh M"ok® connectors. R* design Is Ixaod only Won paameters shown, and Is fa a16blvlWxd Ixddfrlg component. not a huss system. Serge use. the building designer r nusl ve4fy the arAftolA1ty of design paamotcn and txoperN Incorporato 01b design h1c, the overall b/drtg design. Bachg Indicated Is to buctdtrrg of Individual truss web anal/or chord mombors only. Ac"Ilonal ferntxxay aid permanent bating M iTek' prevent Is always regtLed for stabliny anal to prevent collapse vAM r osWo pasald Infuy and property damage. for general Arldaico togadng the 6904 Parks East BlvdIablrwstla storage, deRvory, eroetlon and brockV of musses and huss systems seeANSI/rPl1 Quality CrI1Mo, DSB-49 and 6CS1 Ifutldng Component Taupe. FL 33610SafetyInformationavcBablofromlnrssRateIrssdhle. 218 N. lee Sheol. SIUe 312. Alexanctrim VA 22314. Job Truss Truss Type Oty Ply IWPO039 T12949811 WPOQ39 A7G Roof Special Girder 1 1 1Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 muu s aep 1b Zu1 N Mi iex mausiries, inc. Fro Jan 1Z 12".57;51 20i6 rage i Scale. 1.50.E 06 = 3x6 = 1p 10 , ` I 1 3x12 MT20HS 2x0 11 5xa = 4xt0 MT20HS = US _ 7x10 = 20 11 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.26 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) 0.59 13.15 >561 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.10 9 Na n1a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight: 161 lb FT = 200,L LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.0-10 oc pudins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7.11.15 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/slze) 2=1554/0.3-8, 9=2469/0-3.8 Max Horz 2=66(LC 12) Max Upiilt 2- 425(LC 8), 9=-770(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3312/875, 3-4=-2948/863, 4-5= 2932/849, 5.6=-5068/1562, 6.7=-5069/1562, 7.8=-5548/1744, 8-9=-5623/1734 BOT CHORD 2-16=-783/2987, 15.16_ 783/2987, 13.15=-1275/4610, 12.13=-1535/5202, 11-12=-1544/5140,9-11- 1544/5140 WEBS 3-15=-422MI8, 4-15=-585/2068, 5.15- 2551/851, 5-13- 285/710, 7-13=-484/610, 7.12=-602/1986 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=3.Ops1; h=15ft; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (envelope); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 6) ' 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 tit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 425 lb uplift at joint 2 and 770 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 97 lb up at 21-0-0 on top chord, and 1518 lb down and 476 lb up at 20-9.8, and 278 lb down and 114 lb up at 21-0.0 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 lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pill Vert: 1.4=.54, 4-5=-54, 5.7=-54, 7-10=-54, 2-9=-20 Concentrated Loads Qb) Van: 7=-53(B) 12=-1796(B) 0 WARNING. Va/y deelyn peremstew and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE A07473 rev. Ia1MMIS BEFORE USE Design valkf for use only vAth Mnol0 connectors. R* design Is based only upon paamefem Yawn, and b poi an Individual buldtrng eomponenl, not a buss system Before use. $he "dhg deslgrar must verily the applkalsllly of design paamefefs and proMity, i ncorpoiale this design Into the ovoid" If to bucidliv Individual truss aril/a chord members only. Additional lernpaay and Permanent brac*v WOWbuildingdesign. Bracing bWleated prevent of web Is always iegt*ed foi Yal701fy and to Prevent coaarm w1Rn possible personal k*jry and piopeM damage• roi general grldcme iogading the 69W Poike East Blvd. sfoialle. delivery. wection add bracing of hunes and truss s IMS. $WAN$lfM I Quality Criteria, OSS49 and BCS1 Building Component Tarrpo. FL 33610SafetyI=11on available from truss Rate tristr ufo. 218 N. lee Street, stile 312. Alexandria, VA 22314. Safety Job Truss Truss Type I Oty Ply WP0039 T12949812 WP0039 B1GE Common Supported Gable 1 1 Job Reference o Ronal Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries. Inc. Fri Jan 12 12:57:52 2018 Page 1 ID:75SJeCO8yOW2itGVr5nBLIy96Pw-g2HJPOVXumMgsVKIfIW 51Rd21Z2gOU2DzW KpCgzw5HD 1 •a0 10.4.0 20-8-01.0.0 1 1a4.0 i 10.4.0 Scale = 1:36.1 4x6 = g 30 = 22 21 20 19 18 17 16 15 14 13 3x4 — 30 = LOADING (psf) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014lrP12007 CSI. DEFL. In loc) Udell Ud TC 0.08 Vert(LL) 0.00 1 rVr 120 BC 0.04 Vert(rl) 0.00 1 ntr 120 WB 0.04 Horz(TL) 0.00 12 n/a Na Matrix-SH LUMBER- BRACING - TOP CHORD 20 SP No-2 TOP CHORD BOT CHORD 20 SP NO.2 BOT CHORD OTHERS 20 SP No.3 REACTIONS. All bearings 20-8-0. lb) - Max Horz 2=72(LC 12) Max Uplift All uplift 100 lbor less al joints) 12, 2, 19, 20, 21, 22, 16, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 12, 2, 18, 19, 20, 21, 22, 16, 15, 14, 13 FORCES. ( Ib) . Max. CompJMax. Ten.. All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 96 lb FT = 20°fi Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. 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=3.Opsi; h=1511; Cat. II; Exp C; Encl., GCpl= 0.18; MW FRS (envelope) and C-C Exlerlor(2) zone, cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 20 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 nonconcurreni 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 lit between the bottom chord and any other members 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplill at joint(s) 12, 2, 19, 20, 21, 22, 16, 15, 14, 13. 10) Beveled plate or shim required to provide lull bearing surface with truss chord at joint(s) 12, 2. 0 WARNING- Verify daslen panmatom and READ NOTES ON TKIS AND INCLUDED NREK REFERANCE PAGE 1107473 my 100MMIS BEFORE USE WOW vdld fa use only veth Wlek®connoctom mll cresign If based only upon paanoters shown. and b la an IndlvIdual buk* D comtwnenl. not a truss system. Before use, the b uliding designer muff verity the apiAlcabllty of c$wkj n paanoten and properly Incorpowto Mb design into the overall bt/ dng design. Bracing IxAcaled b to pevonl buckllrp of IxlrokaxA trim web axf/a chord members only AWIlonab lornwary and perrna font Mating Is dwoys io%ked for sldlBlly and to prevent coact w18n posd)le peaorxA Injury and polwriy damage. For gonoral guidance rogoirBing the M iTek' fabrication, storage, delivery, erection axf MackV of tnrAm and hues systems seeANSIMI I Quality Crlteft DSB-69 and SCSI &sOd4sg Component 6904 Parke East Blvd. Tarrpo. FL 33610 SafetyInformollonavdloblefromtrussPlateInsIth4e, 218 N. lee Sheet. Solo 312. AlexaxMo. VA 22314. Job Truss Truss Type Oty Ply IWPO039 T12949813 WP0039 82 Common 1 1 Job Reference (optional) Builders FuslSource, Tampa, Plant City, Florida 33555 v.13v s cep la Zvi i mi r ex muubmes, ns. re; van rc ic;uf.w ev io raga 1 ID:75SJeCO8yOW 2ilGVr5nBLly96Pw-BErhdMW 9f3VhTevUCa 1 KHe98BzFr9vNMCA3Mk6zw5HC 1.0.0 + 5.1.9 10.4-0 15-6-7 20.8.0 1-0-0 5.1-9 52-7 5.2.7 5.1.9 Scale-1:34.9 4x6 = fg 3x6 = 30 = 30 = 30 = dxo — LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.39 BC 0.57 WB 0.17 Malrix-SH DEFL. in Vert(LL) -0.08 Vert(TL) -0.24 Horz(TL) 0.05 loc) Vdefl Ud 6-7 >999 240 6-7 >999 180 6 We We PLATES GRIP MT20 244/190 Weight: 90 lb FT = 209% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.5-8 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.4.11 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 6=755/Mechanical, 2=821/0-3-8 Max Horz 2=72(LC 12) Max Uplift 6=-197(LC 13), 2=-223(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-1501/956, 3-4=-1282/832, 4.5= 1296M42, 5-6=-1525/974 BOT CHORD 2.9=-811/1347, 7-9= 4351901, 6-7=-830/1374 WEBS 4.7_ 242/435, 5.7=-326(347, 4-9=-225/415, 3-9— 309/333 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=3.Opsf; h=1511-, Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip OOL=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 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=197, 2=223. Q WARNING. Vedly desdpn penmetae and READ NOTES ON TKIS AND INCLUDED NREK REFERANCE PAGE N67473 rev. 1091MIS BEFORE USE Design valid for use only with MlleM connoctom n* deslgn b basod only upon paanoters shown. and Is for an Individual bxAding component. not a truss system. Belao use. the building deslUnar must verify Iho agrrrlicabllfy of design Iraaneters and popedy Incorporate 0ds design into the ovofall txldbV design. RackV IrxAcaled b to povont bucgtrnU of WjMduat inns web and/or chord member only. Addiflorrrl lei npouay and permanent txcrjr U M iTek' Is always rognLod for stability and to povenl conapse with poas9110 personal Inli>ry and poprly domckW. for general gr/danco mquidi ng the fabrication storage. delNerv. erection cowl bocln0 of trusses and Inns $menu seoANSIRR I Quality Crilerb, DSB49 and BCsl BUNN Component 6904 Parke East Blvd, Safety Information avwalc"a from lnas Rate IuBhde. 218 N. lee Sheet, state, 312. MexarKlila. VA 22114. Tampa. FL 33610 Job Truss Truss Type Oty Ply W P0039 T12949814IWP003903Common11 Job Reference (optional) BailderS FirS150111Ce, Tampa. Plant uny, monae 33556 a.13v s aep sa zvi i m t ex mum mes, mc. rn -ion rz rz;ovo" zvio raye i ID:75SJeCO8yOW 2itGVr5nBLly96PwcOP4giXoONdY5oUhmHZZgsiJxNb4uMdW OgpvGYzw5HB 1.0.0 5.1-8 10.4.0 15.6.8 20.8.0 1.0-0 i 5.1-8 5.2.8 { 5-2.8 5.1.8 Scala = 1:34.9 4x6 = Ig 3x6 = 30 = 30 = 30 = 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014lrP12007 CSI. TC 0.39 BC 0.57 WB 0.17 Matrix-SH DEFL. in Ven(LL) -0.08 Vert(TL) -0.24 Horz(TL) 0.05 loc) 11deil Ud 6-7 >999 240 6-7 >999 180 6 We rVa PLATES GRIP MT20 244/190 Weight: 90 lb FT = 200,L LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5.8 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4.11 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 6=755/Mechanical, 2=821/0-3-6 Max Horz 2=72(LC 16) Max Uplift 6=-197(LC 13), 2=-223(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1502/957, 3.4_ 1282/831, 4-5=-1296/842, 5-6=-1525/974 BOT CHORD 2.9- 811/1348, 7-9=-435/901, 6.7- 831/1374 WEBS 4-7_ 242/435, 5-7=-326/348, 4.9=-224/415, 3-9=-309/334 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=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 6=197, 2=223. 0 WARNING - Ver0y deagn peramstm and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE MF7473 rev. IRMWIS BEFORE USE DoOM vvlkf lot use ottly vAm Mltck® connectors. llth design is based orgy upon lxsanoters shown. axt Is for an individual b ildlrrg component, not a huss systorn. Bolore use. the bt kan9 designer roust verity the ap ftalAlN of du*p paanetors aril rxopotly Incorporale this design Into the overdl building drnlgn. Bracing Ind1cated Is to braid ng or IrxfMdsxsl tntss web o"oe chard members oNy. Additional Ianporay and permanent btact,g M iTek' prevent Is always tegtLed fa stability and to fxevent co9apse vAlh possible peisonal Initay and ixoporly danago. ra goneraiguidance iegadng the 6904 Parke Cost Blvd. falxtcatlun, staago. delivery. aoollon awl bochng of tFtmes and Mrs syslerm WeANSIMI I Guallty Criteria, DSB-89 and BCSI Building Component Tonga, FL 33610 SafetyIrdorm . avdWe tom lass Rate Imrikrio. 218 N. Lee Slreot, ,Wle 312. Alexaxftts. VA 22314. Job Truss Truss Type City Ply WP0039 T12949815 W P0039 . B4 Common 1 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITex Industries, Inc. Fri Jan 12 12:57:55 2013 page 1 ID:75SJeCO8yOW 2i1GVr5nBLly96Pw-4dzS22YOAhIPjy21K?4oM3FUhrlxJdpsltUZTp?zw5HA 1.0-0 , 5.1-e 10.4.0 1"-6 20.8-0 1.0.0 5.1.8 5.2.8 5.2.8 ' 5.1.8 Scale - 1:34.9 496 = fg 3x6 = 3x4 = 30 = 30 = 34 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014lrP12007 CSI. TC 0.39 BC 0.57 WB 0.17 Matrix-SH DEFL. in Ven(LL) -0.08 Vert(TL) -0.24 Horz(TL) 0.05 loc) Well Ud 6.7 >999 240 6-7 >999 180 6 n/a rlla PLATES GRIP MT20 244/190 Weight: 90 lb FT = 2006 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/slze) 6=755/Mechanical, 2=821/0.3.8 Max Horz 2=72(LC 16) Max Uplift 6=-197(LC 13), 2— 223(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (ib) or less except when shown. TOP CHORD 2-3=-1502/957, 3.4=-1282/831, 4.5— 1296/842, 5.6= 1525/974 BOT CHORD 2-9=-811/1348, 7.9=-435/901, 6-7=-831/1374 WEBS 4.7_ 242/435, 5.7=-326/348, 4-9=-224/415, 3-9=-3D9/334 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=3.Opsf; h=1511; Cal, 11; Exp C; Encl., GCpI=0.18; MW FRS (envelope) and C-C Exlerior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except tp=1b) 6=197, 2=223. Q wARNING - Verily dowyn pw motws and READ N07E3 ON rHa ANDWCLUDED ADrEK REFERANCE PAGE A07473 rov. 100111S IS BEFORE USE Design vdkl for use only wllh MlleW connoc". Ihh doslgn Is based only upon paiameters shown. and Is top an YxavldixA LAAdi ng component. not o hiss rMetn. Before uso. the building designer must verity it* appilcatAlty of design pasan totem and poperiy Incorporate 06 dosfgn into the oveiall WdIrg design. Rocling Irxllcated Is to pevenf buc bV of Individual hue web and/or chord members only. Addtlorx4 tomporay and pennanernl bac V MiTek' Is dways regaled lop stablity and to pevenf cdlape wllh poss"o personal Idray and poorly damage. For general guidance rdsgading 9no IcitxIcallon. storage. delivery, erection ax1 bracing of tmtoes and Into systems, sooANSInPI t Quality Criteria. DS11-69 and SCSI BuOdlmg Component 6904 Perin East Blvd. Solely Information cr"able horn Into Rate MUltdo. 218 N. Lee Sheet. Sullo 312. Alexdaxtnts, VA 2231a. Tortgo. FL 33610 Job Truss Truss Type Oty Ply IWP0039 T12949816 WP0039, CJ1 Jack -Open 6 1 Job Reference (optional) Builders FirslSOUrCe, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Jan 12 12:57*55 2018 Page 1 ID:75SJeCO8yOW 2itGVr5nBLIy96Pw-4dzS22YOAhIPjy2iK?4oM3FZUn32drRff UZTp?zw5HA 1.0.0 1.0.0 1.0.0 1.0.0 Scale. 1:6.5 r. LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 2 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Verl(fL) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 We We BCDL 10.0 Code FBC2014fTP12007 Matrix-P Weight: 5 lb FT = 20% LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=-4/Mechanical, 2=121/0-3-8, 4=10/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-4(LC 13), 2=-66(LC 6) Max Grav 3=12(LC 8), 2=121(LC 1), 4=19(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 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind- ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Ops1; h=151t; Cal. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exledor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 09%. 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 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Q WARNING - Verily desgn pamnW re and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE I149,7473 rev. TOOV302015 BEFORE USE. Design vclkl for use only wtm Milett® connectors. 1nls doftn 6 based only upon paameters shown. and Is for an hdNkW IxAM g compononf. nor a hum system. below use. the Wiling closljm must verily the applicability of desIM paarroton orW preperiy inconpoiato Ihls dosllrn Into the overall btAc*V design. Bracing Irxllcoted h to prevent buckling of lnrlNklu cA trim web and/a chord numbers only. Additional lermpacay a cl permanent txoc*V MiTek' Is clwcrp regaled for sktAty and to prevent collarm With pom0.4e persomill Infuy and property cksnago. For genentl guidance rogac9ng the labrlcatbn stoiage. clellvery, election a W bracfrnp of husm OW IRm systems. seeANsl/iPl1 Quality Criteria, DSB-69 and SCSI BuOding Component 6904 Perks East Blvd. Satsty Wormollon avalldlle from In= Plate frnstihrio. 218 N. Lee Street. Su/le 312. AlexarKWL VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T12949817 WP0039 • CJ3 Jack -Open 6 1I IWP0039JobReference (optional) Builders FirSlSource, Tampa, Plant City, Florida 33566 3.130 s Sep 15 2017 MITex Industries, Inc. Fn Jan 12 12:57:55 2018 Page 1 ID:75SJeCOByOW2itGVr5nBLly96Pw-YpXgFOY2x_iFK6d3uibl vHnkkBO2MIhou810LRzw5H9 1.0-0 3-0.0 1 1.0.0 f " 0 0 N 20 = Scale = 1:10.0 LOADING (psi) SPACING- 2-0.0 CS1. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert( L) -0.01 2.4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a rVa BCDL 10.0 Code FBC2014fTP12007 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=63/Mechanical, 2=178/0.3.8, 4=28/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-46(LC 12), 2=-63(LC 6) Max Grav 3=63(LC 1), 2=178(LC 1), 4=56(LC 3) FORCES. (lb) -Max. Comp./Max. Ten.. All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exlerior(2) zone; cantilever tell and right exposed; end vertical left and right exposed;C-C for members and lorces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 00,19 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 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 3, 2. 0 WARNWG - varlry dedyn pawnetws and READ NorES oN THIS AND WCLUDED NREK REFERANCE PAGE MIF7473 rev. 1093 IS BEFORE USE Design vtlid for use only vAlh Mllok® comnoctom This dosign Is bred only upon paometen shown, and h for an lr dhAducsl Widing component. not a huss tryston r. Before uso. Iho lxllcing dosignor must verity the appllCabllty of design lxawnolon turd properly kn oeporato this design Into tho ovordl building duslgn. Ikochg hWicolod Is to buckling of frxlivkdurl truss web and/or Chord Members only. Addllor" lernporay and penntunoru bacing MOWprevent Is clways ieci liod for sidAlty and to prevent collgxe vAth p osS71e personal Injury and property damage. For gerlcrcl gldcinco rogcsdng Ow 6904 Parka East Blvd. k0icallon. storclgo. delivery. woction cmd bacing of comes and trim systems, swANSIMI l Quality CAtMo, DSB-09 and SCSI building ComporraM Tempo. Fl. 33610SaretyInformalloncnTflk"o from In= Plato bns6h4o. 218 N. foe Street. Sr/to 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0039 T12949818 WP0039 •' CJS Jack -Open 6 1 Job Reference (optional) Builders FirslSource, Tampa, Plant Grty, Florida 33555 a.13u s Sep 15 eV I MI I UK m0osures, IM. rr JIM I K:OV56 cv ra rage r I D:75SJeCOSyOW2itGVr5nBL1y96Pw-YpXgFOY2x_iFK6d3uib 1 vHnidBL7MlhouBIOLRzw5H9 1 a0 5.0-0 1•a0 5-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.03 2.4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0,28 Verl(Q 0.08 2-4 727 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 r1/a n/a BCDL 10.0 Code FBC20141rPI2007 Matrix-P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=122/Mechanical, 2=247/0-3-8, 4=48/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-84(LC 12), 2=-67(LC 8) Max Grav 3=122(LC 1), 2=247(LC 1), 4=96(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale a 1:14.9 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opst; h=1511; Cat. II; Exp C; Encl., GCpi=O 18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 09,16 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 0 WARMING- VaUy design pwanwrom and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE W 7473 rev. 11119=15 BEFORE USE Design valid for use only vA6n Mllek®conneclois. this design Is lased only upon pmameters srwwn. and is for an hdlvldual buldln0 component. not u truss system. Bofoie use. the Wldhg designer must verify the aW. Ical)llty of design paaneters and poperfy kncoruoiato this design Into the overall Bracing Indicated Is to buckling of kndlvkfual miss web and/or chord members only. Additional ternpotary and pernwnent brackV MiTek' building design. prevent Is always uegtired lop slabllty, and to pevenl collq)so vAm possible personal Injury and popeM damage. For general gukk nce iegading tine 6904 Parke East Blvd. kAxIcaflm storage, delivery, erectlon and bracing of trusses aril Miss systems, seeANsl/1W I Quality Criteria. DSB-69 and SCSI Building Component Tarrpo. FL 33610SafetyInformationavallalxefrombussRatetrrsltute. 216 N. lee Street. &Ate 312. Alexandria. VA 22314. 1 Job Truss Truss Type Oty Ply 0039T12949819 WP0039• EJ7 Jack -Open 8 1 Jopb Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8,130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:57 2018 Page 1 ID:75SJeC08yOW 2i1GVr5nBLIy86Pw.075CTkZgil76yGCFR06GSUKmJadl5lxy6o2atlzw5H8 1-a0 _ 7-0-0 1.0.0 7•0-0 3x6 = LOADING (pst) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 TCDL 7.0 Lumber DOL 1.25 BC 0.51 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014lTP12007 Matrix-SH LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/slze) 3=165/Mechanical, 2=318/0.3-8. 4=81/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-104(LC 12), 2— 83(LC 12) Max Grav 3=165(LC 1), 2=318(LC 1), 4=125(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:18.8 DEFL. In (loc) Well Ud PLATES GRIP Vert(LL) 0.12 2-4 >688 240 MT20 2441190 Vert(fL) -0.26 2.4 >308 180 Horz(TL) -0.00 3 Na rVa Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opst; h=15ft; Cat. It; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical tell and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed 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 20.0psl 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) 2 except 01=lb) 3=104. 0 WARNING . VerU7 desgn pwarrietwe and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M67473 rev. 1060=15 BEFORE USE. Design wild for use only vAth MlloW connoolors. W& design Is based only upon paaneters Oxwx. and Is la onIndlVldxA building compononl, not a buss system. Beloro taw. the building designer must verity ttw ardiccuity of down n Vvameters and proptnly I corporate this design Into Ina ovelCl bult&ng design. Racing Indicated Is to buckling of IndNIdual truss web and/or chord members only. Additional ternMory and Mirri nenl bracing WOWproveni Is always roquIlied fa staU611y and to provonl collapse with possible personal it#" and propedy damage. roi geneid guidance rogad I ng 0w 6904 Parke East Blvd. kilbilcalbn sloiago, delivery, aectlon and bracing of Irissm and truss syslams soeANSU1Pl1 Quality Criteria. DS11-69 and 6CSI Building Component Tosspa. FL 33610SafetyInformationavllabletramtrussPistetrslifule. 218 N. Lae Street. Suite 312. Alexandria, VA 22314. Job Truss Truss Type I Ory Ply T12949820 W P0039 EJ7G Jack -Open Girder 1 2 Job Reference o taonal Lwooers t-1rst50urce, I ampa, clam Gary, monoa u4obb a.1Jv 5 aep 16 zv1 r mi t un muusures, rr1u. rm dart rc rc:or:oo cv io rays r I D:75SJeCO8yO W 2itGV rSnBL"6Pw-UCeag4alTc7zaOnS?7dV_is_Z_YgBw5LSn7PKzw5H7 3-8.2 7-0.0 342 3.3.14 2x4 11 20 11 Scale = 1.21.1 7-Po Plate Offsets MY)-- 11:0-3.1 0-1-81 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Verl(LL) -0.11 1-3 >716 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.26 1.3 >315 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 n/a nla BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 63 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc puffins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 1=1167/0.3.8, 3=1538/Mechanical Max Horz 1=106(LC 23) Max Uplift 1=-31O(LC 8), 3-456(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows. Top chords connected as follows: 20 - 1 row at 0-9.0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered 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 (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7.10; Vult=140mph1(3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsl; h=1511; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and nght exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) The Fabrication Tolerance at joint 1 = 016, joint 2 = 0%, joint 3 = 0°6 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 Wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except QI=lb) 1=310, 3=456. 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 735 lb down and 217 lb up at 2-0-12, and 735 lb down and 217 lb up at 4-0-12, and 737 lb down and 215 lb up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Root Live (balanced): Lumber Increase--1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2-54, 1-3- 20 Concentrated Loads (Ib) Vert: 4-735(F) 5-735(F) 6- 737(F) 0 WARNING - 110107 dedpn pararrWen and READ NOTES ON THIS AND INCLUDED MREIC REFERANCE PAGE M67473 rev. IM302016 BEFORE USE. Design valid for use only with MI leW connoctors. this duslgn b based only upon paameters shown. andis lot an IndlvIdual bul ling component, not a huss systrnn. Bolero use. the IxAdng designer must verity Ih0 cWIcoblity of design pmomoters and Ixopefly bncotporolo this design Into Ito overall t- AAdrtgdesign. DocIng bldlcalod Is to bucatltng of InfdNkhx4 truss web anWot chord members orgy. AddIWO temporary and pormanent Ixocing M iTek' pxoventIs always tecalrod lot stotAly and to Ixovent collg7ao vAlh possIlAo personal bury and rxoperly dmago. For general gkdo nco togadng to 6904 Parke East Blvd, laixkatlon, slcrago, delivery. otecllon once bracing of Inmm and trams sysletna, seeAN51/IPI I Quality Crlteslo• DSa-e9 and 6CSI Building Component Tampa. FL 33610 WWInformationavc0c3NefrombussHalefrntih4e. 218 N. Leo %heel. Salta 312. AlexcxxWs. VA 22314. Job Truss Truss Type Oty Ply IWPO039 T12949821 WP0039 EN1GE GABLE 2 t Job Reference o tional Builders FuslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:58 2018 Page 1 ID:dZ1YOHLaatAtc 8cUS?Fa5z4Sa9-UCeag4a1Tc7zaOnS?7dV_is4s_53gSJ5LSn7PKzw5H7 1.0-0 2.10.0 4.10.0 6-10.0 1-0.0 { 2.10.0 { 2-0.0 ' 2.0.0 Scale = 1:15.6 20 II 5 2x4 = 20 II 20 II 20 II LOADING (pst) SPACING- 2-0.0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.07 Verl(LL) 0.00 1 rVr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 1 rVr 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a rVa BCDL 10.0 Code FBC2014lrP12007 Matrix-P Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 20 SP No.2 WEBS 20 SP No.3 'Except' BOT CHORD 5.6: 2x4 SP No.2 REACTIONS. All bearings 6-10.0. lb) - Max Horz 2=92(LC 9) Max Uplill All uplift 100 lb or less at joints) 6, 2, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7, 8 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purfins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cal. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2.0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 6, 2, 7, B. 0 WARNWO. yogy design p*r~om and READ NOTES ON TN15 AND MCLUDED M MK REFERANCE PAGE No-7473 rev. 1003MIS BEFORE USE Design valkt for use only vAlh KleW connector. fhb dash Is based only upon paameters shown, fact Is lop an hdMdrd "dig component. not a hues system. Below use. Itw tad V drnlgnei must verify the ar.T111cabilly of design pfaanetors and popedy hcotpoeatu Ihb design Into the overall design. Brachg Incilcated Is to bucldhng ins hIclual hrrss web and/or chord members only. Addtional temporary aril Mims and bnocing WOWNidngppoventof Is always uo"od fa stability and to ppevent collgxe v4m possible, personal 1MW and pot)" damage. fop ganoial gUdalco iegadrlg Dw 6904 Pork* Ems Blvdfobdcalk-^ storage. Wivory. erection and bpoeing of mores a,4 Inns wpleirm SMANSI/MI OuaBly Criteria, DSB-89 and SCSI Building Component Tempo, FL 33610SalelyInformationavallakAebornWasRateklstlkde. 216 N. toe Sheel. SuAte 312. Alexactrim VA 77314. Job Truss Truss Type Oty Ply T12949822 WP0039 - EN2 Monopitch 10 1 JoPbOR093fie'rence optional) Builders FirslSource, Tampa, Plant City. Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12;57:59 2018 Page 1 ID:dZIYOHLeatAtc_BcUS7Fa5z4Ss9•zOCzlObwEvFgBZMeZrBkXvPSaOlyZeRFa6Xgymzw5H6 i 6.6.8 6.10 0 1.0.0 6-6-8 '0-3.8 20 II 3 20 = ° 20 11 LOADING (pst) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 TCDL 7.0 Lumber DOL 1.25 BC 0.52 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 Matrix-P DEFL. In (loc) Well Ud Vert(LL) -0.10 2-4 >780 240 Veff(fL) -0.24 2-4 >312 180 Horz(TL) 0.00 4 n/a n/a LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP N0.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb(size) 4=228/Mechanical, 2=315/0-8-0 Max Horz 2=92(LC 9) Max Uplift 4=•76(LC 12), 2=-140(LC 8) FORCES. (lb) . Max. CompJMax. Ten. • All forces 250 (lb) or less except when shown. Scale = 1:16.3 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 2080 Structural wood sheathing directly applied or 6-0.0 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opst; h=1511; Cal II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical tell and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live toad 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 tit 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) 4 except Qt=lb) 2=140. Q WARNING . VmIr7 deden pwwnWw* and READ NOTES ON THIS AND INCLUDED WWK REFERANCE PAGE M67473 re1•. 18=11015 BEFORE USE. Design valld for use only vAlh hVoM connaclas. 0* design Is basod only upon paramoters 910W 1. and Is for on Individual building component, not o buss system. Before use. the Wiling doslarm must vodty Iho a:0icalAtV of postal yararnelers and peopwly tncapoeato Ids design Into Ow overall building design. 9achg Imitated Is to povenl budding of Indivkk¢9 truss web aril/a Chord members only. Additional temporary and permanent brockv Welk' Is always ro%*ed for slabllty and to pevont Collgxe wllh posd3le personal b*ry and popody damage. roe general guldaseo regarding the IabrlcolbrL slorago, delivery. moctim and bracbig of frusm and teas syslems. soeANSI/1P11 Quality Criterlo. DSB•09 and BCSI Bulding Component 6e04 Parka Ems Blvd. Safety Iroormalon ovalWo from truss Rate bulkde. 218 N. toe Skool. Sullo 312. Alexandit VA 22314. Tanpo. FL 33610 Job Truss Truss Type Oty Ply WP0039 TIM9823 W P9039 ' HJ7 Diagonal Hip Girder 3 1 Job Reference (optional) tivlloers i-IIsibource, I ampa, Mani k;ny, mortOa 33ba6 a.rJv 5 oep ra zvr r mi i etc rnuu5me5, mu. nr ddn rc rcao:vv cv ro rave i I D:75SJeCOByOW2itGVr5nBL Iy96Pw-RamL51bY7DNhpjxg7Yfz37yM8oeLt 1 dOpmGE UCzw5H5 1.5.0 5-6.13 _ _ 9.10.1 1.5.0i S-5.13 4.4-3 Scale = 1:20.6 5.5.13 4-3.10 049 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. to loc) Vdetl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,34 Vert(LL) 0.03 6-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) 0.10 6-7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 5 n/a n1a BCDL 10.0 Code FBC20141TP12007 Matrix-SH Weight: 40 lb FT = 200,6 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD WEBS 20 SP No.3 REACTIONS. (Ib/slze) 4=117/Mechanical, 2=449/0-4-9, 5=318/Mechanical Max Horz 2=131(LC 4) Max Uplill 4=-81(LC 4), 2=-144(LC 4), 5=-93(LC 8) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-784/231 BOT CHORD 2-7=-275l720, 6-7=-275/720 WEBS 3-7=0/312, 3.6=-784/299 Structural wood sheathing directly applied or 6.0.0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 100 lb uplift at joint(s) 4, 5 except Qt=lb) 2=144. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 80 lb up at 1.4.15, 64 lb down and 80 lb up at 1-4-15, 29 lb down and 44 lb up at 4-2-15, 29 lb down and 44 lb up at 4-2-15, and 53 lb down and 92 Ib up at 7-0.14, and 531b down and 92 Ib up at 7.0.14 on top chord, and 2 lbdown at 1-4-15, 2 lb down at 1-4-15, 191b down at 4-2-15, 19 lb down at 4-2-15, and 39 Ib down at 7-0-14, and 391b down at 7-0.14 on bottom chord. The deslgn/selection of such connection device(s) is the responsibility of others. 7) 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 + Root Uve (balanced). Lumber Increase=1.25, Plate Increase=/.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads 9b) Vert: 8=42(F=21, B=21) 10=-91(F— 46, B=-46) 13=-39(F=-20, B=-20) 0 WARNING - Verity design paramatenr and READ NOTES ON THIS AND INCLUDED MlrEK REFERANCE PAGE NI.7R3 rev. I&MMI6 BEFORE USE DWW vdid for use only vAth KlekV connoclons. ars design h based only upon paameters shown. and h la an i cifyid ci buldfrlg component, not a truss system c Beforeuse. the IxdlcftQ designer must verity the xxkal llly of desgln paanoters axi IAoperly Incorpaato this dosngn Into the overall briding design. Braohg IrWlcaled b to txteldtng of lndWual trua web and/a chord members only Addtlond tempera" aril penixmnt bracing WOW preventh always regrhed for stability and to Ixeveni concise vAth possible ly-morxd hhay and property damage. For general Dukkilce tegadbsg me 6904 Parke East Blvd. tatxlcatiomslaago. delivery. erection and brackV of Intssas and trim syslerlls uMAN51/iP1I Quality Criteria. DS11-89 and BCSI Bul ding Component Tanya. FL 33610 safetyInformationavcitoblefromIrtmPlatetnsliktlo. 218 N. lee Sheet. SUle 312. AlexaxMa, VA 22314. Job Truss Truss Type Oty Ply IWPO039 T12949824 WP0039' V3 Valley 1 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City. Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:58:00 2018 Page 1 ID:75SJeCOByOW 2itGVr5nBLly96Pw-RamL51bYTDNhpjxg7Yfz37yO3omXI5hOpmGEUCzw5H5 3-1.8 3.1.8 2x4 r- 2x4 II Scale = 1 9.3 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-P Weight: 9 lb FT = 20°b LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP N0.3 BOT CHORD REACTIONS. (Ib/size) 1=82/3-0-14, 3=82/3-0.14 Max Horz 1=42(LC 9) Max Uplift 1=•23(LC 12), 3=-29(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3.1-8 oc puffins, except end verlicals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsl; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterfor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 0%. joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 0 WARNING. Ved y deefgn parameters and READ NOTES ON THIS AND MLUDED MREK REFERANCE PAGE A07473 for. IO'S WIS BEFORE USE Design valid lot use only with Nlllet0 connectors. miss design Isb3sod only upon paamotors shown. and Is lot an hdlvkAal building component. not a buss systorn. Bolote use. the building design; must verity the appllcabllty of tkaa nlgnpnolonand properly Incorpaato Ihh doslgn Into Iho overall btAdtrng doslgn. ®ackV trxllcdrted Is to Irrcldtng of IrxrNkludl truss web aril/a chord manntors only. Additional lempotdey and porrnanent biuclrV MiTek• preventIs always recl trod for slalbllty and to prevent cdkrse with possible swtson l Infury and property dlanago. For general guidance regadftng the fabricatbn storage, dollvery, dnectlon and tracing of Irussos tail truss systems, seoANsiMi I Qualify Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. safety Information available from Ines Rate I ns9hute. 218 N. too strool. GAB 312. Alexa Grin. VA 22314. Torrpa. FL 33610 Job Truss Truss Type Oty Ply JWP0039 T12949825 WP0039% V5 Valley 1 1 Job Reference (optional) Builders FirslSource. Tampa, Plant City, Florida 33566 8.130 s bep 15 2017 MiTex Industries. Inc. Fri dan 1z 1z.58.01 zulu rage 1 ID:75SJeCOByOW2itGVrSnBLlyg6Pw-vnKjl5cBmXVYRIW 1gGBCcKUWbC3DIYxX100nOezw5H4 5.1.8 r 5.1.8 2x4 11 2x4 i Scale = 1:14.3 LOADING (psf) SPACING- 2-0.0 CSI. OEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) rVa rVa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(TL) rVa n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a Na BCDL 10.0 Code FBC2014lrP12007 Matrix-P Weight: 17lb FT = 2056 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=156/5-0-14, 3=156/5.0.14 Max Horz 1=79(LC 9) Max Uplift 1=-43(LC 12), 3_ 56(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5.1-8 oc purtins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=1511; Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever tell and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 00,6, joint 2 = 09,6, joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 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.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 0 WARNING- Verlry design persnWwo and READ NOTES ON THIS AND INCLUDED WWK REFERANCE PAGE M67473 rov. ta=W IS BEFORE USE Dwigrn valk3 la use oroy vAlh Mllek®connoclon. Bnis doOgn Is tamed only upon parameters shown, and b for an h ciNklualtxddkng componenl. not 0 hua syslern. Beloie use. Iho b ulit p doOgrnoi must verity the aWIcatAlty of design Mainetersand property kncoilxnate thisdoslgn Into Iho ove", IxAdlrng doslgn. Biackng hndicalod h to bucldhrg of kxJWuol truce web axUa chord members only. Additional tempoiay axl permanent Mocha M!Tek• prevent Is alwaysieclulned la s4ab611y and to Ixevenl edlaixte vAlh poa671e personal trtfuy and property dandge. Fop genera quit nee soWdng 1111e 6004 Parka East Blvd tcdAcalton, sloioge. ckAwny. moctiopn and txachng of tnm3os axt in= syslena seeANSI/IPI I Quality Criteria, D311-89 and SCSI Bunng Component Torrpo. FL 33610 Salety, Information cmftiolehornhuePlatehtfluto. 218 N. lee Sheet. Sulte 312. AlexarKW& VA 22314. Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0'1/ ldr For 4 x 2 orientation, locate plates 0-'46' 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 Ono (supports) occur. Icons vory 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. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS 0 c O M U a- O 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, ESR1988 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 W1 6 MiTek' MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system. e.g. diagonal or X-bracing. 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 stock materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and or other Interested parties. 5. Cut members to bear tightly against 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 shop not exceed 19`%+ at time of fabrication. 9. Unless expressly noted, this design B not applicable for use with fire retardant, preservative heated. or green lumber. 10. Comber is a non-structurol consideration and Is the responsibility of truss fabricator. General practice Is to comber for dead load deflection. 11. Plate type, sae, orientation and location dimensions indicated ore minimum plating requirements. 12. Lumber used sholl be of the species and size. and in all respects. equal to or better than that specified. 13. Top chords must be sheathed or purtins 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. 15. Connections not shown ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on 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 will) project engineer before use. 19. Review oil portions of this design (front. bock words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSIAPI 1 Quality Criteria. l CW'ganford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address, J\ 1-D1/Vd SANFORD FpAR" l As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.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 Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Descrition Florida Approval # including decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E. P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E. P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-RlO Other June 2014 A Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 EASTERN SPECIFIER GUIDE for products manufactured in Alexandria [Lena], Louisiana N. I ]"' .., z .. e W4 It's the SIMPLE FRAMING SYSTEM'. featuring beams, joists and rim boards that work together as a system, so you spend less time cutting and fitting. In fact, the SIMPLE FRAMING SYSTEM® uses fewer pieces and longer lengths than conventional framing, so you'll complete jobs in less time. You'll Build Better Homes with the SIMPLE FRAMING SYSTEM° Now it's easier than ever to design and build better floor systems. When you specify the SIMPLE FRAMING SYSTEM®, your clients will have fewer problems with squeaky floors and ceiling gypsum board cracks. The SIMPLE FRAMING SYSTEM® also means overall better floor and roof framing than dimension lumber allows. Better Framing Doesn't Have to Cost More Boise Cascade Engineered Wood Products' SIMPLE FRAMING SYSTEM® often costs less than conventional framing methods when the resulting reduced labor and materials waste are considered. There's less sorting and cost associated with disposing of waste because you order only what you need. Although our longer lengths help your clients get the job done faster, they cost no more. Environmentally Sound As an added bonus, floor and roof systems built with BCI® Joists require about half the number of trees as those built with dimension lumber. This helps you design a home both you and future generations will be proud to own. What Makes the SIMPLE FRAMING SYSTEM" So Simple? 0 Floor and Roof Framing with BCI" Joists Light in weight, but heavy-duty, BCI® Joists have a better strength / weight ratio than dimension lumber. Knockouts can be removed for cross -ventilation and wiring. Product Profiles, BCI® Architectural Specifications ......... 3 About Floor Performance, BCI® Residential Floor Span Tables, One Hour Floor/Ceiling Assembly ........................ 4 BCI® Floor Framing Details .......................... 5-6 BCI® Joist Hole Location & Sizing, Large Rectangular Holes ... 7 BCI1 Cantilever Details, Web Stiffener Requirements ..... 8-9 BCI® Floor Load Tables ........................... 10 - 12 BCI® Roof Framing Details ........................ 13 - 14 BCI® Roof Span Tables ........................... 15 - 18 BCI® Roof Load Tables ........................... 19 - 23 BCI° Design Properties, BCI1Allowable Nail Spacing ....... 24 Boise Cascade Rimboard Products/Properties ............ 25 0 Ceilings Framed with BCI" Joists The consistent size of BCI® Joists helps keep gypsum board flat and free of unsightly nail pops and ugly shadows, while keeping finish work to a minimum. VERSA -LAM" Beams for Floor and Roof Framing These highly -stable beams are free of the large-scale defects that plague dimension beams. The result is quieter, flatter floors (no camber) and no shrinkage -related call-backs. Boise Cascade Rimboard Boise Cascade Engineered Wood Products offer several engineered rimboard products regionally, including BC RIM BOARD® OSB, BC RIM BOARD® and VERSA -RIM® (check supplier or Boise Cascade EWP representative for availability). These products work with BCI® Joists to provide a solid connection at the critical floor/wall intersection. VERSA -LAM® Products, Specifications, Allowable Holes..... 26 VERSA -LAW Details, Multiple Member Connectors ........ 27 VERSA -LAM® Floor Load Tables (100% Load Duration) ......... 28 VERSA -LAM® Snow Roof Load Tables (115% Load Duration) ..... 29 VERSA -LAW Non -Snow Roof Load Tables (125% Load Duration). 30 VERSA -LAW Closest Allowable Nail Spacing ............. 31 VERSA -LAM® Design Values ........................... 31 VERSA -LAM® 1.8 2750 Columns, VERSA -STUD® 1.7 2550 .. 32 Computer Software: BC FRAMER-, BC CA LC® ............ 33 Framing Connectors: Simpson, USP ................ 34 - 35 Lifetime Guarantee ........................... Back Cover Eastern Product Profiles BCI° Joists VERSA -LAM° VERSA -LAM" VERSA -LAM" BCI® 4500s 1.8 BCI® 5000s 1.8 BCI® 6000s 1.8 BCI® 6500s 1.8 BCI® 60s 2.0 BCI® 90s 2.0 1.7 2650 1.8 2750 2.0 3100 1'/2' T 1'/V T f f I t 9'/2' I 9'/2' 91/z" 11'/" 11'/e' I 3'/=" 14'/ e" / 9/i 11'/e" 11'/a" '/e 14" '/a 14" 3'/z" 3'/z" to 14"% / e 14" / 16" to 16" to 7'/:' 24 i J6 4I fl 1 / 2" 25/16" 29/1a" 25/16" 3Yz" 11/", 13/4", 3'/2' 3'/2' to 5%" 1'/z" 1'/" Some products may not be available in all markets. Contact your Boise Cascade EWP representative for availability. 3'/2', 5'/:' BCII and VERSA -LAMS' products shall be installed in dry -use applications only, per their respective ICC ESR evaluation reports. BCI° Joist Architectural Specifications Scope: This work includes the complete furnishing and installation of all BCI® Joists as shown on the drawings, herein specified and necessary to complete the work. Materials: BCI® Joists shall be manu- factured by Boise Cascade Engineered Wood Products with oriented strand board webs, VERSA -LAM® laminated veneer lumber flanges and waterproof, structural adhesives. Joist webs shall be graded Structural I Exposure 1 by an agency listed by a model code evaluation service. Strands on the face layers of the web panels shall be oriented vertically in the joist. The web panels shall be glued together to form a continuous web member. The web panels shall be machined to fit into a groove in the center of the wide face of the flange members so as to form a pressed glue joint at that junction. Design: The BCI® Joists shall be sized and detailed to fit the dimensions and loads indicated on the plans. All designs shall be in accordance with allowable values and section properties developed in accordance with ASTM D5055 and listed in the governing code evaluation service's report. Drawing: Additional drawings showing layout and detail necessary for determining fit and placement in the building are (are not) to be provided by the supplier. Fabrication: The BCI® Joists and section properties shall be manufactured in a plant evaluated for fabrication by the governing code evaluation service and under the supervision of a third -party inspection agency listed by the corresponding evaluation service. Storage and Installation: The BCI® Joists, if stored prior to erection, shall be stored in a vertical and level position and protected from the weather. They shall be handled with care so they are not damaged. The BCI® Joists are to be installed in accordance with the plans and the Boise Cascade Engineered Wood Products Installation Guide. Temporary construction loads which cause stresses beyond design limits are not permitted. Erection bracing shall be provided to keep the BCI® Joists straight and plumb as required and to assure adequate lateral support for the individual BCI® Joists and the entire system until the sheathing material has been applied. Codes: The BCI® Joists shall be evalu- ated by a model code evaluation service. Residential Floor Span Tables About Floor Performance Homeowner's expectations and opinions vary greatly due to the increase the joist depth, limit joist deflections, glue and screw a subjective nature of rating a new floor. Communication with the thicker, tongue -and -groove subfloor, install the joists vertically ultimate end user to determine their expectation is critical. Vibration plumb with level -bearing supports, and install a direct -attached is usually the cause of most complaints. Installing lateral bridging may ceiling to the bottom flanges of the joists. help; however, squeaks may occur if not installed properly. Spacing the joists closer together does little to affect the perception of the The floor span tables listed below offer three very different floor's performance. The most common methods used to increase performance options, based on performance requirements of the the performance and reduce vibration of wood floor systems is to homeowner. THREE STAR * * * FOUR STAR * * * * CAUTION MINIMUM STIFFNESS ALLOWED BY CODE CAUTION BCI® Live Load deflection limited to LI480: The common industry and design community standard for residential floorjoists, 33% stiffer than L/360 code minimum. However, floor performance may still be an issue in certain applications, especially with 91/F and 11%" deep joists without a direct -attached ceiling. Live Load deflection limited to L/960+: In addition to providing a floor that is 100% stiffer than the three star floor, field experience has been incorporated into the values to provide a floor with a premium performance level for the more discriminating homeowner. Live Load deflection limited to L/360: Floors that meet the minimum building code L/360 criteria are structurally sound to carry the specified loads: however, there is a much higher risk of floor performance issues. This table should only be used for applications where floor performance is not a concern. Joist Depth Joist Series 12" O.C. 1 16" o.c. 19.2" o.c. 24" O.C. 32" O.C. 12"7 O.C. 16" 11 O.C. 19.2" 1 o.c. 24" O.C. 32" O.C. 12" O.C. 16" O.C. 19.2" O.C. 24" O.C. 32' O.C. 4500s 1.8 16'-11" 15'-6" 14'-8" 13'-7" 11'-91. 11'-6" 11'-6" 10'-0" 10'-0" 9'-7" 18,-9" 16'-8" 15'-3" 13'-7" 11'-9„ S000s 1.8 17'-0" 16'-0" 15-2" 14'-1" 12'-0" 11'-0" 11'-6" 10'-o" 10'--0" 9,-11" 19'-4" 17,-9" 16,-4" 14,-7" 12'-5" 9Y:" 6000s 1.8 18'-2" 168" 15'-0" 14'-6" 13'-4" 11'-6" 11'-6" 10'-0" 0 10'" 10'-0" 20'-2" 16-5" 17'-5" 16-9" 1Y-8" 6500s 1.8 18'-8" 1T-1" 16'-l" 160" 13'-8" 11, 6" 11 -6„ 10,-011 101-011 101-0„ 20,-8„ 16-11„ 1T-10„ 16-7„ 14,_3„ 4500s 1. 8 20'-0" 18.41. 17'-3" 15'-5" 13,4" 15'-6" 14'4' 13'-5" 12'-6" 114" 21'-10" 18'-11" 17'-3" 15'-5" IT-4" 5000s l. 8 29-9" 191-o" 17'-11" 16'-7" 13'-4" 16-6" 14'-Y' 13'-11" 12,-11" 11'-9" 23'-0" 20'-4" 18'-0" 16-7" 1S-4" 6000s 1. 8 21'-7" 191-8" 16-7" 1T-4" 14'-10" 15'-0" 16-4" 14,-5" 13'-5" 12'-l" 23'-10" 21'-10" 20'-0" 1T-11" 14'-10" 11 %" 6500s 1. 8 22'-2" 20'-3" 19'-2" 1T-10" 14'-10" 16-0" 16-10" 14'-11" 13'-10" 12'-7" 24'-0" 22'-5" 21'-l" 16-10" 14'-10" 60s2.0 23'-T' 21'-0" 20'-4" 16-11" 16-4" 181-0" 16-9" 151-91, 14'-8" 13'-3" 26'-l" 23'-10" 22-6„ 21'-0" 16'-4" 90s 2. 0 26-7" 24'.3" 22'-10" 21'-0" 19'-4" 19'-0" 18'-10" 17'-8" 16'-5" 14'-10" 29'-5" 26-10" 1 25'-0" 23'-0" 19'-4" 4500s 1. 8 22'-9" 20'-7" 18'-9" 16'-9" 1IT-11" 17'-10" 16,4„ 15,4" 14,4„ 13'-0" 23'-10" 20'-7" 18'-9" 16'_9" 13'-11" 5000s 1. 8 2T-7" 21'-7" 20'-2" 18'-0" 13'-11" 18'-0" 16-10" 16-11" 14'-9" 13'-5" 26-7" 22'-l" 20'-2" 18'-0" 13'-11" 6000s 1. 8 24'-0" 22'-5" 21'-Z' 19'-6" 16-5" 19'-2" 17'-0" 16'-6" 15'-4" 13'-11" 27-1" 23'-11" 21'-10" 19'-0" 16-5" 14" 6500s 1. 8 26-2" 23'-0" 21'-0" 20'-2" 16-5" 19'-8" 17-11" 16-11" 16-8" 14'-3" 27-9" 25-2" 22'-11" 20'-0" 15'-5" 60s 2. 0 26,,-9„ 245„ 23-0" 21,-0„ 16-4„ 20'-11„ 19'-0„ 17,-11" 16-7, 15-1" 29,-7, 27,-0" 25-0„ 21'-10„ 16,-4„ 90s 2.0 30'-1" 2T-5" 26-10" 24'-0" 19-0" 23'-0" 21'-4" 20'-0" 18'-0" 16-9" 33'-3" 30'-4" 28'-7" 260" 19'-0" 4500s 1.8 25'- 2" 22'-0" 20'-l" 17'-11" 14,-l" 19'-9" 18'4" 17'-0" 15-10" 14,-l" 25-5" 22'-0" 20,-l" 17'-11" 14'-l" 6000s 1.8 2T- 0" 24-9, 23'-4„ 20'-10" 16-9" 21'-Z' 19'-4" 16-2" 16-11" 16-4" 29'-6" 25'-0" 23-4„ 20'-10" 16-9" 16" 6500s 1.8 2T-9" 26-4" 2X-11" 21'-1" 15'-9" 21'-9" 19'-9.. 18%4' 17'-4" 151-8" 30'-0" 26-11" 24'-6" 21'-1" 15'-9" 60s 2.0 29'- 7" 27'-0" 25-0" 21'-10" 16'-4" 23'-2" 21'-l" 19'-10" 18'-5" 16-4" 32'-0" 29'-10" 27'-4" 21'-10" 16-4" 90s 2.0 33'- A" 30'-4" 28-7" 26-2" 19'-7" 260" 23,-7" 22,-2" 20,-0" 18'-7" 36-10" 3T-7" 31'-8" 26-2" 19'-7" Span table is based on a residential floor load of 40 psf live load and 10 psf dead load (12 psf dead load for 90s 2.0 joists). Span values assume 23/32' minimum plywood/OSB rated sheathing is glued and nailed to joists for composite action (joists spaced at 32" o.c. require sheathing rated for such spacing -'/8" plywood/OSB). Span values represent the most restrictive of simple or multiple span appli- cations. Analyze multiple span joists with BC CALC® sizing software if the length of any span is less than half the length of an adjacent span. Span values are the maximum allowable clear distance between supports. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16" inches and less. Floor tile will increase dead load and may require specific deflection limits, contact Boise Cascade EWP Engineering for further information. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® sizing software. Shaded values do not satisfy the requirements of the North Carolina State Building Code. Refer to the THREE STAR table when spans exceed 20 feet.) One -Hour Fire Resistive Assembly 1 2 3 See the US version of the Boise Cascade Fire Design & Installation Guide for specific specific assembly information and other fire resistive options or contact your local Boise Cascade representative. ICC ESR 1336 FIRE ASSEMBLY COMPONENTS 1. Min. 23/32" thick tongue and groove sheathing (exterior glue), installed with long edge perpendicular to joist length, staggered one joist spacing with adjacent sheets, and glued to joists with construction adhesive. 2. BCI® Joists at 24" o.c. or less. 3. Two layers %" Type X or two layers '/2' Type C gypsum board, installed per Figures 2 or 3 of ICC ESR 1336. SOUND ASSEMBLY COMPONENTS When constructed with resilient channels Add carpet & pad to fire assembly: STC=54 IIC=68 or Add 3'/," glass fiber insulation to fire assembly: STC=55 IIC=46 or Add an additional layer of minimum %" sheathing STC=61 IIC=50 and 9'%" glass fiber insulation to fire assembly: Floor Framing NOTE The illustration below is showing several suggested applications for the Boise Cascade EWP products. It is not intended to show an actual house under construction. NO MIDSPAN BRIDGING IS REQUIRED FOR BCIK JOISTS FOR INSTALLATION STABILITY, Temporary strut lines (1x4 min.) 8' on center max. Fasten at each joist with 2-8d nails minimum. Dimension lumber is not suitable for use as a rim board in BCI'r floor systems. f 400 BCI® rim joist. - See page 6. 0 BOISE CASCADE® Rii See pages 6 and 25. For load bearing cantilever details, see page 4040 BCI® blocking or 2x4 "squash" block on each side required when supporting a load -bearing wall above. BCI$ Joists, VERSA -LAM' and ALLJOIST4 must be stored, installed and used in accordance with the Boise Cascade EWP Installation Guide, building codes, and to the extent not inconsistent with the Boise Cascade EWP Installation Guide, usual and customary building practices and standards. VERSA -LAM', ALLJOIST". and BW Joists must be wrapped covered, and stored off of the ground on stickers at all times prior to installation. VERSA -LAM'". ALLJOIST" and BCI° Joists are intended only for applications SAFETY WARNING DO NOT ALLOW WORKERS ON BCI" JOISTS UNTIL ALL HANGERS, BCI"' RIM JOISTS, RIM BOARDS, BCI`"' BLOCKING PANELS, X-BRACING AND TEMPORARY 1x4 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO PROPER BRACING DURING CONSTRUCTION. ACCIDENTS CAN BE AVOIDED UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: Build a braced end wall at the end of the bay, or permanently install the first eight feet of BCI® Joists and the first course of sheathing. As an alternate, temporary sheathing may be nailed to the first four feet of BCI® Joists at the end of the bay. All hangers, BCI® rim joists, rim boards, BCI® blocking panels, and x-bracing must be completely installed and properly nailed as each BCI® Joist is set. Install temporary 1x4 strut lines at no more than eight feet on center as additional BCI® Joists are set. Nail the strut lines to the sheathed area, or braced end wall, and to each BCI® Joist with two 8d nails. The ends of cantilevers must be temporarily secured by strut lines on both the top and bottom flanges. Straighten the BCI® Joists to within % inch of true alignment before attaching strut lines and sheathing. Remove the temporary strut lines only as required to install the permanent sheathing. Failure to install temporary bracing may result in sideways buckling or roll-over under light construction loads. Do not stack construction materials (sheathing, drywall, etc) in the middle of BCI® Joist spans, contact Boise Cascade EWP Engineering for proper storage and shoring information. When installing Boise Cascade EWP products with treated wood, use only connectors/fasteners that are approved for use with the corresponding wood treatment. VERSA -LAM' header or an BCIdD header. 11h" knockout holes at approximately 12" o.c. are pre -punched. See page 7 for allowable hole sizes and location. VERSA -LAM* LVL beam. Endwall blocking as required per governing building code. BCII Blocking is required when joists are cantilevered. that assure no exposure to weather or the elements and an environment that is free from moisture from any source. or any pest, organism or substance which degrades or damages wood or glue bonds. Failure to correctly store, use or install VERSA -LAW. ALLJOIST", and BCI" Joist in accordance with the Boise Cascade EWP Installation Guide will void the limited warranty. PRODUCT HANDLING TO AND AT JOB SITES There are some differences between engineered wood products and traditional lumber products in terms of product handling: Avoid handling and storing BCI"- joists in the flat direction. VERSA -LAM' is denser and due to the coating applied to the surface, can be more apt to sliding. Please consider these differences when transporting and handling engineered wood products. Floor Framing Details Additional floor framing details available with BC FRAMER° software END BEARING DETAILS B0C". BCI® Joist rim joist. blocking. Dimension lumber is not suitable far Na4to use as rimboard Cawith BCI"Joists. RiBCDimensionlumberisnot Blocking may be required 8dsuitable for use as nm perpendicular to wall, consult design professional eachflange. board with BCIIJoists. of record and/or local building official. Use of BCI® rimjoist requires 2x6 wall for minimum joist bearing. BOISE SCADE® Top Flange or Face ® One 8d nail Riimboa d Mount Joist Hanger / each side at 1 bearing Solid block Note: BCI®floor all posts joist must be I from above designed to carry F 1%" minimum bearing to bearingot wall above when II length (13/4" required for below. not stacked over 18" and deeperjoists) wall below. VERSA - LAM® To limit splitting flange, start nails at least 11h" Blocking required underneath braced wall from end. Nails may need to be driven at an panels and shear walls, consult design angle to limit splitting of bearing plate. professional of record. INTERMEDIATE BEARING DETAILS BCI® Joist Slope Cut Reinforcement n> Ilo hulas"„n t—.. —idi—I 1 . For load bearing wall above Blocking may be required at intermediate beanngsfor stacked over wall below). floordiaphragm per IRC in high seismic areas, consult local building official. Load bearing Double Squash Block Vertical Load blft shear/ reaction value to cut end of BCI°joist. BCI• Joist shall not be used as a collar or rafter tension tie. 2 x 6 min. rafter. Rafter shall be supported by ridge beam or other upper bearing support Aqft 6 12 loistSpacing[ In] Size12 , 16 1 19.2 24 2x4 14463 1 3347 2789 1 2231 2x6 1 7013 1 5259 14383 1 3506 wall above f' nun max. stacked over 1. Squash blocks are to be in full contact _ BCII BCI® f wall below) with upperfloor and lowerwall plate. Heel depth Joist 2. Capacities shown are for a double blocking. squash blocks at each joist, SPFor table 2xblock. better. below, I 4" 2x blocking required at bearing (not shown for clarity). j Backer block Double BCI® Joist "/, "min. plywood/OSB rated sheathing as reinforcement minimum 12" Connection Sheathing or Install reinforcement with face grain horizontal. Install on wide). Nall with rimboard both sides of the joist, tight to bottom flange. Leave Joist 10-10d nails. Filler Block closure minimum 1/4" gap between reinforcement and bottom of Hanger ' ( see chart below) ® top flange. Apply construction adhesive to contact r BCI Joist surfaces and fasten with 3 rows of min. 10d box nails at blocking 6"o.c. Alternate nailing from each side and clinch. required for Filler block. Nail with 10- 10d nails. Backer block required wheretop flange joist hanger load exceeds 250 Ids. Install tigltttotooflange. Web - Filler • r Nailing 12" on - center Connection valid for all applications. Contact Boise Cascade EWP Engineering for specific conditions. cantilever. For load bearing cantilever, see pages 8 and 9. Uplift on backspan shall be considered in all cantilever designs. End Wall Bearin Minimum Heel Depth Roof Pitch 6/ 12 7/12 8/12 9112 10/12 12/12 2 x 4 4%a" 4'/,s" 41/." 4'/." 41/." 41/." 2 x 6 3'/e" 3'/,e" 2g/,e" 2'/." 2B/,"" 2'/." LATERAL SUPPORT BCI® Joists shall be laterally supported at the ends with handers, rimboard, BCI® rim joist or blocking panels. BCI blocking panels or rim board are required at cantilever supports. Blocking may be required at intermediate bearings for floor diaphragm per IRC in high seismic areas, consult local buildingofficial. MINIMUM BEARING LENGTH FOR BCIH JOISTS Minimum end bearing: 11h" for all BCI®Joists. 3W is required at cantilever and intermediate supports. Longer bearing lengths allow higher reaction values. Refer to the building code evaluation report or the BC CALCI software. NAILING REQUIREMENTS BCII rim joist, rim board or closure panel to BCI®joist: Rims or closure panel 11/4 inches thick and less: 2- 8d nails, one each in the top and bottom flange. BCII 4500s/5000s rim joist: 2-10d box nails, one each in the top and bottom flange. BCII 6000s/60s rim joist: 2-16d box nails, one each in the top and bottom flange. BCII 6500s/90s rim joist: Toe -nail top flan to rim oist with 2-10d box nails, one each side of ffange. BCI rim joist, rim board or BCII blocking panel to support: MIn. 8dnails@6"o.c.perlRC. Connection per design professional of record's specification for shear transfer. BCI oisttosupport: 2- d nails, one on each side of the web, placed 11h inches minimum from the end of the BCII Joist to limit splitting. Sheathing toBClljoist: Prescriptive residential floor sheathing nailing requires 8d common nails @ 6" o.c. on edges and @ 12' o.c. in the field (IRC Table R602.3(1)). See closest allowable nail spacing limits on page 24forfloordiapphragmnailingspecifiedatcloserspacing than IRC. Maximum bracing spacinggforfull lateral stability: 18" for BCI® 4500s & 50DOs, 24" for larger BCI® joist series. 14 gauge staples may be substituted for 8d nails if the staples penetrate at least 1 inch into the joist. Wood screws may be acceptable, contact local building official and/or Boise Cascade EWP Engineering for further information. BACKER AND FILLER BLOCK DIMENSIONS Series Backer Block Thickness Filler Block Thickness 4500s Ma" or 3/4" Two 5/a" wood panels or 1. 8 wood panels 2 x 5000S 3/4" or 7/a" Two'/4" wood panels or 1. 8 wood panels 2 x 6000s Ills" ortwo Ih" 2 x +'/,6" or 1. 8 wood panels Ih" wood panel 6500s 11/s" or two 5%" 2 x + s/a" or 1. 8 wood panels 3/4" wood panel 60s 2.0 11/a" or two Ih" 2x _ +'/16" Or wood panels 1 hwoodpanel 900. 0 2x_lumber Double2x_lumber Cut backer and filler blocks to a maximum depth equal to the web depth minus 1/4" to avoid a forced fit. WEB STIFFENER REQUIREMENTS See Web Stiffener Requirements on page 9. PROTECT BCI' JOISTS FROM THE WEATHER BCII Joists are intended only for applications that provide permanent protection from the weather. Bundles of product should he covered and stored off of the ground on stickers. BCI`, RIM JOISTS AND BLOCKING Vertical aCapacity pill) Depth Pill Series No W.S.itt W.S.m 91h" 4500s 1.8, 5000s 1.8, 2300 N/A 6000s1.8 6500s 1.8 4500s 1.8, 5000s 1.8, 2150 N/A 111/ e" 6000s 1.8 6500s 1.8 60s 2.0, 90s 2.0 2500 N/A 4500s 1.8, 5000s 1.8, 2000 N/A 14" 6000s 1.8 6500s 1.8 60s 2.0, 90s 2.0 2400 N/A 4500s 1.8, 6000s 1.8, 1900 2500 16" 6500s 1.8 60s 2.0, 90s 2.0 2300 2700 1) No web stiffeners required. 2) Web stiffeners required at each end of blocking, values not applicable for rim joists. N/ A: Not applicable BCI° Joist Hole Location & Sizing BCI® Joists are manufactured with 1%" round perforated knockouts in the web at approximately 12" on center Minimum spacing a 2x greatest dimension p of largest hole (knockouts exempt) D DO NOT see table below) I I I (see table below) n cut or notch W flange N No holes (except knockouts) allowed in bearing zones IN A 11/2" round hole may be I cut anywhere In the web. Do not cut holes Provide at least 3" of larger than 11/2" clearance from other holes. round in cantilevers. Ivunlmum alsTance Trom support, iistea In table below, Is requlrea Tor all noses qreater tnan i v2 Round Hole Diameter [in] Rectangular Hole Side 2 3 4 5 6 6%2 7 8 8'/a 9 10 11 12 13 3 5 6 7_1 8 1'-0" 1'-1" 1'-5" 2'-1" 2'-9" 3'-1" 3'-5" Any 9A" s[ftjn 12 1'-0" 1'-2" 2'-2" 3'-2" 4'-2" 4'-8" 5'-2" r Joist 16 1'-0" 1'-7" 2'-11" 4'-3" 5'-7" 6'-3" 6'-11" Round Hole Diameter [in] 2 3 4 5 6 6'/2 7 8 8% 9 10 11 12 13 Rectangular Hole Side 2 3 4 5 7 8in] 8 1'-0" 1'-1" 1'-5" 1'-10" 2'-4" 2'-7" 2'-10" 3'-4" 3'-9" Any 12 Span 1'-0" 1'-4" 2'-1" 2'-10" 3'-7" 3'-11" 4'-3" 5'-0" 5'-8" 11%" Ift] Joist 16 1'-0" 1'-10" 2'-10" 3'-9" 4'_9" 5-3" 5'-9" 6'-9" 7'_7" 20 1'-1" 2'-3" 3'-6" 4'-9" 5'-11" 6-7" 7'-2" 8'-5" 9'-6" Round Hole Diameter [in] 2 3 4 5 6 6'/2 7 8 87/a 9 10 11 12 13 Rectangular Hole Side 2 3 3 5 6 6 8 9in] 8 1'-0" 1'-1" 1'-2" 1'-3" 1'-8" 1'-10" 2'-1" 2'-6" 2'-10" 2'-11" 3'-4" 3'-8" 12 1'-0" 1'-1" 1'-3" 1'-10" 2'-6" 2'-10" 3'-1" 3'-9" 4'-3" 4'-4" 5'-0" 5'-7" Any 1 s S[ it] n 16 1'-0" 1'-1" 1'-8" 2'-6" 3'-4" 3'-9" 4'-2" 5'-0" 5'-8" 5'-10" 6'-8" 7'-5" Joist 20 1'-0" 1'-1" 2'-1" 3'-2" 4'-2" 4'-8" 5'-2" 6'-3" 7'-2" 7'-3" 8'-4" 9'-4" 24 1'-0" 1'-4" 2'-6" 3'-9" 5'-0" 5'-8" 6'-3" 7'-6" 8'-7" 8'-9" 10'-0" 11'-2" Round Hole Diameter [in] 2 3 4 5 6 6'/2 7 8 83/8 9 10 11 12 13 Rectangular Hole Side 2 3 5 5 6 8 9 10in] 8 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-3" 1'-7" 1'-11" 2'-0" 2'-5" 21_9" 31_2" 3,_7" 12 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-6" 1'-10" 2'-5" 2'-11" 3'-0" 3'-7" 4'-2" 4'-9" 5'-4" Any 16" Span 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-8" 2'-1" 2'-6" 3'-3" 3'-11" 4'-0" 4'-10" 5'-7" 6'-4" 7'-2" Joist 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-1" 2'-7" 3'-1" 4'-1" 4'-11" 5'-1" 6'-0" 7'-0" 8'-0" 8'11" 24 1'-0" 1'-1" 1'-2" 1'-4" 2'-6" 3'-1" 3'-9" 4'-11" 5'-11" 6'-1" 7'-3" 8'-5" 9'-7" 10'-9"l DO cut in web area as specified 0 0 Select a table row based on joist depth and the actual joist span rounded up to the nearest table span. Scan across the row to the column headed by the appropriate round hole diameter or rectangular hole side. Use the longest side of a rectangular hole. The table value is the closest that the centerline of the hole may be to the centerline of the nearest support. The entire web may be cut out. DO NOT cut the flanges. Holes apply to either single or multiple joists in repetitive member conditions. For multiple holes, the amount of uncut web between holes must equal at least twice the diameter (or longest side) of the largest hole. 1%" round knockouts in the web may be removed by using a short piece of metal pipe and hammer. Holes may be positioned verti- cally anywhere in the web. The joist may be set with the 11/T knockout holes turned either up ordown. This table was designed to apply to the design conditions covered by tables elsewhere in this publication (maximum uniform PLF load). Use the BC CALC® software to check other hole sizes or holes under other design conditions. It may be possible to exceed the limita- tions of this table by analyzing a specific application with the BC CALC® software. Large Rectangular Holes in BCI° Joists Hole size table based on maximum uniform load of 40 psf live load and 10 psf dead load, at maximum spacing of 24" on -center. Single Span Joist Multiple Span Joist See Max Hole Size on Q hole Chart for Joist Depth ih Joist Span ----- - Minimum 2x diameter/ width of largest hole Simple Span Joist 6'-0' Min Notes: Additional holes may be cut in the web provided they meet the specifications as shown in the hole distance chart shown above or as allowed usino BC CALC® sizino software. Q hole _See Max Hole Size on q hole hJoist - -• Chart for Joist Depth I %Joist Span San l r 77 --Multiple Span Joist 1TV Min --- Multiple Span Joist 1TV Min Larger holes may be possible for either Single or Multiple span joists; use BC CALC° sizing software for specific analysis. Reinforced Load Bearing Cantilever Table BCI° Joists N _ Roof Total Load sf 35 45 55o = itc Joist S acin in69 16 19.2 24 16 19.2 24 16 119.21 24 24 0 0 0 0 0 X 0 X X 26 0 0 0 0 0 X 0 X X 28 0 0 X 0 X X X X X m 30 0 0 X 0 X X X X X y 32 0 0 X 0 X X X X X 34 0 0 X 0 X X X X X v 36 0 X X X X X X X X 38 0 X X X XIX X X X 40 0 X X X X X X X X 42 0 X X X X X X X X 24 0 0 0 0 0 X 0 X X 26 0 0 0 0 0 x 0 x x m 28 0 0 1 0 X X X X X 30 0 0 1 0 X X X X X a 32 0 0 X 0 X X X X X 34 0 0 X X X X X X X 36 0 0 X X X X X X X 38 0 X. X X X X X X X 40 0 X' X X X X X X X 24 0 0 0 0 0 0 0 X X 26 0 0 0 0 0 X 0 X X m 28 0 0 0 0 0 X X X X 30 0 0 0 0 0 X X X X 6 32 0 0 0 0 X X X X X 0 34 0 0 X 0 X X X X X ID 36 0 0 X 0 X X X X X 38 0 0 X X X X X X X 1401 0 0 X X X X X X X 24 0 0 0 0 0 0 0 0 X 26 0 0 0 0 0 0 0 X X m 28 0 0 0 0 0 0 0 X X 30 0 0 0 0 0 X 0 X X 0 32 0 0 0 0 0 X 0 X X 34 0 0 0 0 X X X X X 36 0 0 X 0 X X X X X 38 0 0 X 0 X X X X X ao 1 0 0 x o x x x x x 24 0 0 0 0 0 WS 0 0 X 26 0 0 0 0 0 WS 0 0 X 28 0 0 0 0 0 X 0 WS X o? 30 0 0 0 0 0 X 0 WS X H 32 0 0 WS 0 0 X 0 X X 0 34 0 0 WS 0 0 X 0 X X v 36 0 0 WS 0 WS X 0 X X 38 0 0 X 0 X X X X X 40 0 0 X 0 X X X X X 42 0 0 X 0 X X X X X 24 0 0 0 0 0 WS 0 0 1 26 0 0 0 0 0 WS 0 0 1 26 0 0 0 0 0 WS 0 0 X m 30 0 0 WS 0 0 1 0 0 X 0 32 0 0 WS 0 0 1 0 1 X 0 34 0 0 WS 0 WS X 0 X X 36 0 0 WS 0 WS X 0 X X 38 0 0 WS 0 WS X X X X 40 0 0 1 0 1 X X X X 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 1 28 0 0 0 0 0 WS 0 0 1 30 0 0 0 0 0 WS 0 0 X 0 32 0 0 0 0 0 1 0 WS X 0 34 0 0 WS 0 0 1 0 1 X co 36 0 0 WS 0 0 1 0 X X 311 0 0 WS 0 0 X 0 X X 40 0 0 1 0 WS X X X X t Roof Total Load sf c 45 55 0 O 19. 241 S acin in r rn 16 19.2 24 16 119.2124 24 0 0 0 0 0 0 0 0 1 26 0 0 0 0 0 0 0 0 X m 28 0 0 0 Oil) 0_ 0 0 X 30 0 0 0 0 0 1 0 i 0! X 0 32 0 0 0 0 0 1 1 0 1 0 1 X 34 0 0 0 0 0 X 0 1 X 36 0 0 0 0 0 X 0 1 X 38 0 0 0 0 0 X 0 1 X 40 0 0 1 0 0 X 0 X X 24 0 0 0 0 0 0 0 0 1 26 0 0 0 0 0 0 0 0 1 28 0 0 0 0 0 WS 0 0 X 30 0 0 0 0 0 1 0 0 X m 32 0 0 0 0 0 1 0 1 X oo 34 0 0 0 0 0 X 0 1 X 36 0 0 WS 0 0 X 0 1 X 38 0 0 1 0 0 X 0 1 X 40 0 0 1 0 1 X 1 X X 24 0 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 a 32 0 0 0 0 0 0 0 0 0 rn 34 0 0 0 0 0 0 0 0 1 36 0 0 0 0 0 0 0 0 1 36 0 0 0 0 0 0 0 0 1 40 0 0 0 0 0 0 0 0 2 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 WS 0 0 WS 28 0 0 0 0 0 WS 0 0 1 co 30 0 0 0 0 0 WS 0 WS X H 32 0 0 0 0 0 WS 0 WS X 6 34 0 0 WS 0 0 1 0 WS X v 36 0 0 WS 0 0 X 0 WS X 38 0 0 WS 0 WS X 0 X X 40 0 0 WS 0 WS X WS X X 42 0 0 WS 0 WS X WS X X 24 0 0 0 0 0 WS 0 0 WS 26 0 0 0 0 0 WS 0 0 WS 28 0 0 0 0 0 WS 0 WS 1 30 0 0 WS 0 0 WS 0 WS 1oN o m 32 0 0 WS 0 0 WS 0 WS 2 LO 34 0 0 WS 0 WS 1 0 WS X 36 0 0 WS 0 WS 1 0 WS X 38 0 0 WS 0 WS 1 WS 1 X 40 0 0 WS 0 WS 2 WS 1 X 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS Co 26 0 0 0 0 0 WS 0 0 WS 30 0 0 0 0 0 WS 0 0 1 0 32 0 0 0 0 0 WS 0 WS 1 0 34 0 0 0 0 0 WS 0 WS 1 36 0 0 WS 0 0 WS 0 WS 1 38 0 0 WS 0 0 1 0 1 2 1401 0 0 WS 0 WS 1 0 1 2 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 WS 0 0 WS 00 30 0 0 0 0 0 WS 0 0 1 0 32 0 0 0 0 0 WS 0 WS 1 34 0 0 0 0 0 WS 0 WS 2 m 36 0 0 WS 0 0 WS 0 WS 2 38 0 0 WS 0 0 1 0 1 2 40 0 0 WS 0 WS 1 0 1 2 1. Cut 48" long reinforcers to match the joist depth. Use min. 23/32" plywood/OSB-rated sheathing, exposure 1, 48/24 span rated. The face grain must be horizontal (measure the 48" dimension along the long edge of the panel). 2. Fasten the reinforcer to the joist flanges with 8d nails at 6" o.c. When reinforcing both sides, stagger the nails to limit splitting the joist flanges. 3. Attach web stiffeners per intermediate Web Stiffener Nailing Schedule on page 9. 4. Use the BC CALC® software to analyze conditions that are not covered by this table. It may be possible to exceed the limitations of this table by analyzing a specific application with BC CALC® software. N N otal Loadc45M92 55 S acin in 0 19.2 24 16 119.21 24 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 0 0 0 WS R 30 0 0 0 0 0 WS 0 0 1 rVN 32 0 0 0 0 0 WS 0 0 1 m 34 0 0 0 0 0 WS 0 0 1 36 0 0 0 0 0 WS 0 WS 2 38 0 0 0 0 0 1 0 WS X 40 0 0 WS 0 0 1 0 1 X 24 0 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 w 32 0 0 0 0 0 0 0 0 0 rn 34 0 0 0 0 0 0 0 0 WS 36 0 0 0 0 0 0 0 0 1 38 0 0 0 0 0 0 0 0 1 40 0 0 0 0 0 0 0 0 1 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 WS 0 0 WS 28 0 0 0 0 0 WS 0 0 WS Go 30 0 0 0 0 0 WS 0 WS WS w 32 0 0 0 0 0 WS 0 WS 1 0 34 0 0 WS 0 0 WS 0 WS X v 36 0 0 WS 0 0 WS 0 WS X 38 0 0 WS 0 WS 1 0 WS X 40 0 0 WS 0 WS 1 WS WS X 42 0 0 WS 0 WS X WS 1 X 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS m 28 0 0 0 0 0 WS 0 0 WS 30 0 0 0 0 0 WS 0 0 WS 0 32 0 0 0 0 0 WS 0 WS WS 34 0 0 0 0 0 WS 0 WS 1 to 36 0 0 WS 0 0 WS 0 WS 1 38 0 0 WS 0 0 WS 0 WS 2 40 0 0 WS 0 WS WS 0 WS 2 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS m 28 0 0 0 0 0 WS 0 0 WS 30 0 0 0 0 0 WS 0 0 WS 0 32 0 0 0 0 0 WS 0 WS 1 Ln 34 0 0 0 0 0 WS 0 WS 1 36 i 0 0 WS 0 0 WS 0 WS 2 38 0 0 WS 0 0 WS 0 WS 2 401 0 0 WS 0 WS WS 0 WS 2 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 0 0 0 WS 0 30 0 0 0 0 0 WS 0 0 WS w 32 0 0 0 0 0 WS 0 0 WS m 34 0 0 0 0 0 WS 0 WS WS 36 0 0 0 0 0 WS 0 WS 1 38 0 0 0 0 0 WS 0 WS 1 40 0 0 WS 0 0 WS 0 WS 1 24 0 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 c 30 0 0 0 0 0 0 0 0 0 Nm 32 0 0 0 0 0 0 0 0 0 rn 34 0 0 0 0 0 0 0 0 WS 36 0 0 0 0 0 0 0 0 WS 38 0 0 0 0 0 0 0 0 1 40 0 0 0 0 0 0 0 0 1 KEY TO TABLE 0 .... No Reinforcement Required WS .... Web Stiffeners at Support 1 .... Web Stiffeners Plus One Reinforcer 2 .... Web Stiffeners Plus Two Reinforcers X .... Use Deeper Joists or Closer Spacing Reinforced Load Bearing Cantilever Detail 2'-0„ 2'-0" The tables and details on pages 8 and 9 indicate the type of reinforcements, if any, that are required for load - bearing cantilevers up to a maximum length of 2'-0". Cantilevers longer than 2'-0" cannot be reinforced. However, longer cantilevers with lower loads may be allowable without reinforcement. Analyze specific applications with the BC CALCI software. PLYWOOD / OSB REINFORCEMENT if Required per Table on page 8) 23/32" Min. x 48" long plywood / OSB rated sheathing must match the full depth of the BCI® Joist. Nail to the BCI® Joist with 8d nails at 6" o.c. and nail with 4-8d nails into backer block. When reinforcing both sides, stagger nails to limit splitting. Install with horizontal face grain. The tables on page 8 assume a wall weight of 100 plf, in addition to the roof loading shown. Applications with loading that exceeds the loads shown shall be analyzed with BC CALC® software. These requirements assume a 100 PLF wall load. Additional support may be required for other loadings, see BC CALC® software. 13/32" min. plywood/OSB or rimboard closure. Nail with 8d nail into each flange. \ Structural Panel reinforcement BCI* Joist blocking required for cantilever block Uplift on back span shall be considered In all cantilever designs Non -Load Bearing Wall Cantilever Details B00' Joists are intended only for applications that Fasten the 2x8 minimum to the BCI® Joist by nailing through the backer block and provide permanent protection from the weather. joist web with 2 rows of 10d nails at 6" on center. Use 16d nails with BCI1190s 2.0 joists. Clinch all nails. 0 BCI0Jolst blocking \ Z Wood backer blockWoodStructural 2x Closure Panel Closure See page 6 of Eastern 2x8 minimum Specifier Guide BCI Joist blocking 1 `Drywall Ceiling or Back Span Maximum Wood Structural Panel Soffit a Back Span Not to exceed 4'-0" 3%" min. These details apply to cantilevers with uniform loads only. bearing It may be possible to exceed the limitations of these details by analyzing a specific application with the BC CALCe software. Minimum V/2 Times • Cantilever Length Back Span Maximum a Back Span not to exceed 4,-0„ Web Stiffener Requirements See WebStiffener Small Gap: Nailing W, min., Schedule 2" max.-L chart Web 2" min. Stiffener Width 4" max. ClinchNails min. 4" max.L Tight Fit Web Stiffener required when concentrated load exceeds 1000lbs Web stiffeners applied to both sides of theJoist web Gap Stiffener Specifications For Structural Lateral BCI Joist Capacity Restraint Minimum Series Min. Thick) in Hanger Width 4500s 1.8 3/e" s" 2'/16" 5000s 1.8 W" i' 21/is" 6000s 1.8 2s/16" 6500s 1.8 W. 1" or 1'/V 0/16" 60S 2.0 W. W. 2s/16" 90s 2.0 2x4 lumber (vertical) NOTES Web stiffeners are optional except as noted below. Web stiffeners are always required in hangers that do not extend up to support the top flange of the BCI® Joist. Web stiffeners may be required with certain sloped or skewed hangers or to achieve uplift values. Refer to the hanger manufacturer's installation requirements. Web stiffeners are always required in certain roof applications. See Roof Framing Details on page 14. Web stiffeners are always required under concentrated loads that exceed 1000 pounds. Install the web stiffeners snug to the top flange in this situation. Follow the nailing schedule for intermediate bearings. Web stiffeners may be cut from structural rated wood panels, engineered rimboard or 2x lumber BCI® 90s only). For Structural Capacity: Web stiffeners needed to increase the BCI® Joist's reaction capacity at a specific bearing location. Lateral Restraint in Hanger: Web stiffeners required when hanger does not laterally support the top flange (e.g., adjustable height hangers). Web stiffeners may be of multiple thickness e.g., BCI® 6500s, double %" panel OK). Web stiffeners may be used to increase allowable reaction values. See BCI® Design Properties on page 24 or the BC CALC° software. Stiffener Nailing Schedule BCI11 Joist Bearing Location Joist Series Depth End Intermediate 9'/z' 2-8d 2-8d 11'/8' 2-8d 3-8d 4500s 1.8 14" 2-8d 5-8d 16" 2-8d 6-8d 9'/z' 2-8d 2-8d 5000s 1.8 11'/a 2-8d 3-8d 14" 2-8d 5-8d 9'/2' 2-8d 2-8d 11'/8' 2-8d 3-8d 6000s 1.8 14" 2-8d 5-8d 16" 2-8d 6-8d 9'/z' 2-8d 2-8d 11'/8' 2-8d 3-8d 6500s 1.8 14" 2-8d 5-8d 16" 2-8d 6-8d 11'/8' 2-8d 3-8d 60s 2.0 14" 2-8d 5-8d 16" 2-8d 6-8d 117/8' 3-16d 3-16d 90s 2.0 14" 5-16d 5-16d 16" 6-16d 6-16d Floor Load Tables Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 11', Load Duration BCI® 4500s 1.8 Series 1%" Flange Width BCI® 5000s 1.8 Series 2" Flange Width 91/" BCI® 4500s 1.8 11'/8' BCI® 4500s 1.8 14" BCI® 4500s 1.8 16" BCI® 4500s 1.8 9'/" BCI® 5000s 1.8 11 %" BCI® 5000s 1.8 14" BCI® 5000s 1.8 Span Length Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load 6 280 300 313 316 280 300 313 7 240 257 268 271 240 257 268 8 210 225 235 237 210 225 235 9 186 200 208 211 186 200 208 10 147 168 180 188 190 163 168 180 188 11 113 152 163 170 172 126 152 163 170 12 89 131 144 150 156 158 99 140 150 156 13 71 111 115 138 144 146 79 128 129 138 144 14 57 96 94 123 134 135 64 111 105 128 134 15 47 83 77 107 112 125 126 53 96 86 120 125 16 64 94 93 112 118 44 85 72 108 104 117 17 54 83 79 99 105 111 61 96 88 110 18 46 74 67 88 89 100 51 86 75 101 19 57 79 76 90 44 77 64 91 20 49 71 66 81 55 82 21 43 65 57 74 48 74 22 50 67 42 68 23 44 61 24 25 Total Load values are limited by shear, moment, or deflection equal to L/240. Live Load values are limited by deflection equal to L/480. For deflection limits of L/360 and L/960, multiply the Live Load values by 1.33 and 0.50 respectively. Both the Total Load and Live Load columns must be checked. Where a Live Load value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Table values do not consider composite action from gluing and nailing floor sheathing (composite action is considered in floor span tables on page 4). Total Load values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. For assistance with floor design, consult the section About Floor Performance on page 4. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. Floor Load Tables Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 11', Load Duration BCI® 6000s 1.8 Series BCI® 6500s 1.8 Series 25/16" Flange Width 29/16" Flange Width 9'/" BCI® 6000s 1.8 117/s" BCI® 6000s 1.8 14" BCI® 6000s 1.8 16" BCI® 6000s 1.8 9'/" BCI® 6500s 1.8 11%11 BCI® 6500s 1.8 14" BCI® 6500s 1.8 16" BCI® 6500s 1.8 Span Length Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Total Load Load Live Total Load Load Live Load Total Load Live Total Load Load 6 320 333 346 353 320 274 240 213 192 174 160 147 137 124 109 92 333 - 346 285 27979 250 - 260 222 - 231 200 - 208 181 - 189 166 - 173 153 - 160 129 142 - 148 106 133 - 138 89 125 127 130 75 117 107 122 64 110 91 115 54 99 78 109 47 89 68 104 41 81 59 96 11 51 88 45 80 40 74 353 302 265 235 212 192 176 163 151 141 132 124 117 104 111 90 106 78 100 69 96 60 92 53 84 47 77 7 274 285 297 302 8 240 250 260 265 9 213 222 231 235 10 183 192 200 208 212 11 141 174 181 189 192 153 12 112 160 166 173 176 121 97 79 65 54 46 13 89 147 144 153 160 163 14 73 129 117 142 148 151 15 60 112 97r89 138 141 16 50 98 81 117 130 132 17 42 84 68 99 122 124 18 58 84 115 112 117 19 50 72 106 96 111 20 43 81 62 96 83 106 21 54 87 72 99 22 47 79 63 90 23 42 72 56 83 24 49 76 25 44 70 26 1 42 72 27 28 29 30 V', Floor Load Tables Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 1 1 ' % Load BCI® 60s 2.0 Series BCI° 90s 2.0 Series 25/16" Flange Width 3'/2" Flange Width Span Length 11'/" BCI® 60s 2.0 Live Total Load Load 14" BCI® 60s 2.0 Live Total Load Load 16" BCI® 60s 2.0 Live Total Load Load 11 Ya" BCI® 90s 2.0 14" BCI® 90s 2.0 16" BCI® 90s 2.0 Live Total Load Load Live Total Load Load Live Total Load Load 6 155 128 107 90 77 66 57 50 43 366 314 275 244 220 200 183 169 157 146 137 129 122 115 110 100 87 366 314 275 244 220 200 183 169 157 146 137 129 110 122 95 115 82 110 72 104 63 100 55 95 49 91 43 87 366 314 275 244 220 200 183 169 157 146 137 129 122 115 109 110 95 104 84 100 74 95 65 91 58 88 52 84 47 81 42 78 450 385 337 300 270 245 225 207 192 180 152 168 129 158 110 150 95 142 83 135 72 128 63 122 56 112 49 99 44 88 453 388 340 302 272 247 226 209 194 181 170 160 151 134 143 117 136 102 129 90 123 79 118 70 113 63 108 56 104 50 100 45 91 41 82 456 391 342 304 274 249 228 210 195 182 171 161 152 144 137 130 119 124 105 119 94 114 83 109 75 105 67 101 61 97 55 94 50 91 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total Load values are limited by shear, moment, or deflection equal to Table values do not consider composite action from gluing and nailing L/240. floor sheathing (composite action is considered in floor span tables on page 4). Live Load values are limited by deflection equal to L/480. For deflection limits of 1-/360 and L/960, multiply the Live Load values by 1.33 and 0.50 Total Load values assume minimum bearing lengths without web respectively. stiffeners for joist depths of 16 inches and less. Both the Total Load and Live Load columns must be checked. Where a For assistance with floor design, consult the section About Floor Live Load value is not shown, the Total Load value will control. Performance on page 4. Table values apply to either simple or multiple span joists. Span is This table was designed to apply to a broad range of applications. It measured center to center of the minimum required bearing length. may be possible to exceed the limitations of this table by analyzing a Analyze multiple span joists with the BC CALC® software if the length of specific application with the BC CALC software. any span is less than half the length of an adjacent span. Roof Framing BCI° Rafters Structural ridge VERSA -LAM® or FOR INSTALLATION STABILITY, load -bearing wall required. Temporary strut lines - (1x4 min.) 8 ft. on center maximum. Fasten Blocking or other lateralateachjoistwithtwo8dnailssupportrequiredatend minimum. I supports. R05 1 / When installing Boise Cascade EWP products with treated wood. use only connectors/ fasteners that arenovapprovedforewiththecorresponding Blocking not shown 1 for clarity. wood treatment. BCI® Rafter Header V- U '— Multiple BCI' Rafters may be required. SAFETY WARNING DO NOT ALLOW WORKERS ON BCI JOISTS UNTIL ALL HANGERS, BCI SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO RIM JOISTS, RIM BOARDS, BCI'`BLOCKING PANELS, X-BRACING AND PROPER BRACING DURING CONSTRUCTION. ACCIDENTS CAN BE AVOIDED TEMPORARY 1x4 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: Build a braced end wall at the end of the bay, or permanently install the first eight feet of BCI® Joists and the first course of sheathing. As an alternate, temporary sheathing may be nailed to the first four feet of BCI® Joists at the end of the bay. All hangers, BCI® rim joists, rim boards, BC III blocking panels, and x-bracing must be completely installed and properly nailed as each BCI® Joist is set. Install temporary 1x4 strut lines at no more than eight feet on center as additional BCI® Joists are set. Nail the strut lines to the sheathed area, or braced end wall, and to each BCI® Joist with two 8d nails. The ends of cantilevers must be temporarily secured by strut lines on both the top and bottom flanges. Straighten the BCI® Joists to within % inch of true alignment before attaching strut lines and sheathing. Remove the temporary strut lines only as required to install the permanent sheathing. Failure to install temporary bracing may result in sideways buckling or roll-over under light construction loads. BCI` Ceiling Joist with Bevel End Cut (For Limited -Access Attics Only) BCI" Joist shall not be used as collar/tension tie. Roof rafter shall be supported by ridge beam or other upper bearing support. Continuous floor sheathing or 1x4 Nailer ® Max. 4'-0" o.c. 2'{" o.c. or BCI° 4500s) 3'-0" o.c. or BCI- 5000s) Fr Minimum Heel Depth See table at right) 12 G Min. Rafter Strut I 91h", 117/a" or 14" Web BCI- 4500s/5000s/6000s/6500s Filler Ceiling Joist @ 24" o.c. Maximum 3% Minimum Bearing 2x4 Wall) Each End Roof Rafter Ceiling Loads: Live Load = 10 psf Dead Load = 7 psf 2X Blocking Maximum Span Lengths Without Roof Loads 91/2' BCr 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 20'-0" 11%a" BCI® 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 22'-6" 14" BCI® 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 24'-6" If roof loads present, see Notes 2 & 3 at right) Minimum Heel Depths Joist Depth End Wall 2 x 4 2 x 6 siz' 21/2' 1%,I 11%;' 31V 21/V 14" 41/i' TV' Notes: 1) Detail is to be used only for ceiling joists with no access to attic space. 2) Ceiling joist must be designed to carry all roof load transferred through rafter struts as shown. 3) BCI® ceiling joist end reaction may not exceed 550 pounds. 4) Minimum roof slope is 6/12. 5) Nail roof rafter to BCIa top Flange With 1 -10d (3" long) box or larger nail. 6) 1x4 nailers must be continuous and nailed to a braced end wall. 7) Install a web filler on each side of BCI° Joist at beveled ends. Nail roof rafter to BCI® Joist per building code requirements for ceiling joist to roof rafter connection. Roof Framing Details Additional roof framing details available with BC FRAMER® software 2x beveled plate for slope 1 Rimboard / VERSA -LAM® blocking. V" greater than'/4/12. Ventilation cut: 3 of length, '/ of depth Rimboard /VERSA -LAM® blocking. Ventilation "V cut: 3 of length, '/z of depth 2x4 blocking Tight fit Flange of BCI® Joists may for soffit for lateral be birdsmouth cut only at support. 2'-6" max stability. the low end of the joist. Birdsmouth cut BCI° Joist Simpson VPA or USP TMP connectors or equal can Flange of BCI® Joists may be birdsmouth cut only at flange must bear fully on Plate, web stiffenerbeusedinlieuofbeveledplateforslopesfromthelowendofthejoist. Birdsmouth cut BCI• Joist 2'-6" max 3/12 to 12/12. flange must bear fully on plate, web stiffener required required each side. each side. Bottom flange shall be fully supported. r s10! 4'-0" r Simpson or USP LSTA24 strap, nailing per r , Simpson or USP LSTA24 strap where slope 2x4 one side for PLF max, at governing building code. exceeds 7/12 (straps maybe required for lower 2402x6onesidefor240 PLF max. BCI blockingg ighslopesInhigh -wind areas). Nailing per governing VERSA -LAM® LVL Holes cut building code. support beam. for ventilation. VERSA -LAM* LVL support beam. Backer bl o Thickness correspon BCI® serie2x block BCI® blocking Hales cut ouble-beveled Beveled web stiffener horiz. for ventilation, wood plate. on each side. Blocking on both sides of ridge may be required for 2'- 6" hori shear transfer per design professional of record. Simpson L' or USP TMU hanger. 1, L Double joist may be Backer block L required when L exceeds i minimum 12" wide). 2'-0" rafter spacing. i Joist Nail with 10-10d nails. max i Hanger Blocking as required. Nail i outrigger i through BCI® web. DO NOT bevel -cut joist filler block. Nail beyond inside face of wall, except with 10 - 10d nails. for specific conditions in details 2" x outrigger shown on pages 6 and 13 of the Backer block required where top flange notched around BCI® Eastern Specifier Guide. joist hanger load exceeds 250 lbs. top flange. Outrigger Install tight to top flange. spacing no greater End Wall. than 24" on -center. LATERAL SUPPORT BCI® Joists must be laterally supported at end supports including supports adjacent to overhangs) with hangers, rimboard, or blocking (VERSA -LAM®, BOISE CASCADE® Rimboard or BCI® Joist). Metal cross bracing or other x-bracing provides adequate lateral support for BCI® Joists, consult governing building code for roof diaphragm connection provisions. MINIMUM BEARING LENGTH FOR BCI` JOISTS Minimum end bearing: 1%" for all BCI® Joists. 31h" is required at cantilever and intermediate supports. Longer bearing lengths allow higher reaction values. Referto the building code evaluation report orthe BC CALC® software. NAILING REQUIREMENTS BCI® rimjoist, rim board or closure panel to BCI®joist: Rims or closure panel 1'/4 inches thick and less: 2- 8d nails, one each in the top and bottom flange. BCI® 4500s/5000s rim joist: 2-10d box nails, one each in the top and bottom flange. BCI® 6000s/60s rim joist: 2-16d box nails, one each in the top and bottom flange. BCI® 6500s/90s rim joist: Toe -nail top flange to rim joist with 2-10d box nails, one each side of flange. BCI® rim joist, rim board or BCI® blocking panel to support: Min. 8d nails @ 6" a.c. per IRC. Connection per design professional of record's specification for shear transfer. BCI® joist to support: 2- 8d nails, one on each side of the web, placed 1% inches minimum from the end of the BCI'Joistto limit splitting. Sheathing to BCI®joist: Prescriptive residential floor sheathing nailing requires 8d common nails @ 6" o.c. on edges and @ 12" o.c. in the field (IRC Table R602.3(1)). See closest allowable nail spacing limits on page 24 for floor diaphragm nailing specified at closer spacing than IRC. Maximum nail spacing for minimum lateral stability: 18" for BCI® 4500s and 5000s, 24" for larger BCI® joist series. 14 gauge staples may be substituted for 8d nails if the staples penetrate at least 1 inch into the joist. Wood screws may be acceptable, contact local building official and/or Boise Cascade EWP Engineering for further information. BACKER AND FILLER BLOCK DIMENSIONS SeriesRinck ac TIliernegsFiller Block Thickness 4500s 1.8 5,," or 3/4" wood aneIs Two W wood panels or 2 x _ 5000s 1.8 wooo`odor'anels 4" Two'" woodpanels or 2 x 6000s 1. 8 1'/a" or two'16" wood anesC2x +'/ 16^ or w wood panel 6500s 1. 8 11A" or two 5A"" wood anels2x + ^ or Ye wood panel 60s 2. 0 IA" ortwo %" wood panels2, +'/„" or %" wood panel 90s 2. O 2 x lumber Double 2 x lumber Cut backer and filler blocks to a maximum depth equal to the web depth minus'/4" to avoid a forced fit. WEB STIFFENER REQUIREMENTS See Web Stiffener Requirements on page 9. PROTECT BCI'` JOISTS FROM THE WEATHER BCIaJoistsare intended only for applications that provide permanent protection from the weather. Bundles of BCII Joists should be covered and stored off of the ground on stickers. MAXIMUM SLOPE Unless otherwise noted, all roof details are valid for slopes of 12 in 12 or less. VENTILATION The 1% inch, pre -stamped knock -out holes spaced at 12 inches on center along the BCI® Joist may all be knocked out and used for cross ventilation. Deeperjoists that what is structurally needed may be advantageous in ventilation design. Consult local building official and/or ventilation specialistfor specific ventilation requirements. BIRDSMOUTH CUTS BCI® Joists may be birdsmouth cut only atthe low end support. BCI® Joists with birdsmouth cuts may cantilever up to 2'-6" past the low end support. The bottom flange must sit fully on the support and may not overhang the inside face of the support. High end supports and intermediate supports may not be birdsmouth cut. Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. and 125% Load Duration BCI® 4500s 1.8 Series BCI® 5000s 1.8 Series 1%" Flange Width 2" Flange Width 9'/z' 11'/d' 14" 16" 9'/2' 117/e' 14" BCI94500s 1.8 BCI04500s 1.8 BCI®4500s 1.8 BCI94500s 1.8 BCI®5000s 1.8 BCI05000s 1.8 BCI115000s 1.8 Live Dead 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 Load Load or to to or to to or to to or to to or to to or to to or to to psf] [psf] Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Non- i24'4' 31'-9" 29'-5" 1221T 2 3" 19'-T' 30-T' i 28'-9" 26'-0" 33'-6" 31'-10" 29'-4" 23'-6" 22'-1" 28'-0' 264' 24'- 0" 1'-- 8" 2 2T-T' Snow 20 15 20=5" 125% 20 20 29'-2" 27' 4" 2; -1' 1'-4" 30'-3" 26'-9" 25'-0" 23'-0" 30' F" 28'-5" 26'-2" 0'-E," 8'-521'-7" 20' 2" 16-T' 25'$" 24'-0" 22'-1" 2T-10" 22'-5" 21'-0" 19'1" 25 10 22'-8" 21'-5" 19'-11" 26'-11" 25'f"' 23' 8" 30'-2" 29' 0" 26-11" 32'-3" 31'-T' 29'-10" 23'-7" 22'4" 20'-9" 28'-1" 26'-7" 24'-9" 31AV 30'-2" 28'-1" 25 15 21' 7" 20'4" 18A0" 26-9" 24'-2" 22'-5" 28'-2" 27-5" 26-6" 30'-1" 29'4" 28'-3" 22'-6" 21'-2'' 19'-7" 6-10" 25'-3" 234' 30'-3" 28'-8" 26'-7" 30 10 21'-8" 20'-0" 19'-1" 26-9" 24'-5" 22'-9" 28'-3" 27-9" 26-11" 30'-2" 29'-8" 26-8" 22'-7"' 21'-4" 19'-11' 6'-10" 25'-5" 23'-9" 30'4' 28'-11" 27'-0" O.C. c. Snow 30 15 20'-9" 19'-7" 18'-2" 24'-5" 234" 21'-8" 26-7" 26-11" 24'-T 28'-5" 2T-9" 26-10" 21'-7" 20'-5" 18'-11' 25'-9" 24'4" 22'-7" 28'-6" 27-8" 25'-8" 115% _ 40 10 19'-8" 18'-11" 17-10" 23-2" 22-0" 21'-3" 26-3" 24'-11" 24'-2" 27-0" 26-8" 26-1" 20'-6" 19'-8" 18'-7" 24'-5" 23-5" 22'-2" 2T-2" 26'-8" 25'-2" 40 15 19'-5" 18'-4" 17-1" 22'-1" 21'-8" 20'4" 24'-1" 23-7 22'-11" 25-9' 25-2" 24'6 20'-2" 19'-1" 17'-10' 23'-8" 22'4" 21'-3" 5'-10" 25'4" 24'-1" 50 10 18'-0" 17-0" 16-7" 21'-2" 20'-10" 19'-9" 23-1" 22'-10" 22'-5" 24-8" 24'-4" 24'-0" 19'4" 18'-3" 17'-3" 22'-8" 21'-9" 20'-7" 4'-10" 24'-6" 23'-5" 50 15 17'-11" 174" 16-3" 20'4" 20'-0" 1 19'4" 22'-2" 21'-9" 21'-3" 23-8" 23-3" 22'-9" 19'-0" 18'-1"'16-11' 21'-10" 21'-5" 20'-2" 23'-9" 23'4" 22'-10' Non- 20 10 21'-7" 20'S" 18'-11" 26-9" 24'-3" 22'-0" r - 29' " i" 25' „' 31' S" 10'--" 8'4" 22'-6" 21'-3" 19'-8" 6'-10", 25' 4" 23'-6" 30'-6" 28'-9" 26'-8" 1T-9" 23-4" 21-11" 20'-1" Snow 20 15 20'f" 19'-3" 2T-2" 26'-0" 24'-0" 29'-0" 28'-2"26'-7" 21' 4" 20'-0" 18' 6" 25' 5" 3'-10" 22'-0" 8'-11" 2T-1" 25'-0" 125w 20 20 19'-0" 18'-3" 16'-10" 23'-3" 21'-9" 20'-0" 25' 4"' 24' g 22'-9" 27 -1" 26-2" 24A1" 20'-4" 19'-0" 17'-6" 24'-3" 22'-8" 20'-10' 27'-2" 25'-10' 23'-9" 25 10 20'-6" 19'-5" 18'-1" 24'-0" 23-1" 21'-0" 26-1" 25'-T' 24'-5" 27-11" 274" 26'-7" 21'4" 20'-2" 18'-10' 25'-6" 24'-1" 22'-5" 28'-1" 27, 4" 25'-6" 15 19'-7" 18'-5" 1T-1" 224' 21'-9" 20'4" 24'-4" 23'-9" 22'-11" 26'-0" 25' 4' 24'-5" 20'-5"' 19'4' 17'-9" 24'-0" 22'-10" 21'-2" 26'-2" 25'-6" 24'-1" 16" 3010 19'-7" 16-7" 1T4" 22'-5" 22'-0" 20'-7" 24'-5" 24'-0" 23'-5" 26'-1" 26-8" 25'-0" 20'-5"j19'-4":18'-1" 24'-1" 2T-1" 21'-6" 26'-3" 25'-9" 24'-5" o.c. 30 15Snow 25 18'-7" 17-9" 16f" 21'-1" 20'-7" 19'-7" 23'-0" 22'-5" 21'-9" 24'-7' 24.0 23'-3" 19'-7"',18'-6" 17'-2" 22'-8" 22'-0" 20'-5" 24'-B" 24'-1" 23'-3" 115%' 40 10 17-8" 17-1" 16-2" 20'-1" 19'-9" 19'-3" 21'-10" 21'-T' 21'-1" 234" 23-0" 22'-7" 18'-7"'1T-10"16'-10' 21'-7" 21'-3" 20%1" 23'-6" 23'-2" 22'-8" 40 15 16-10" 16'-0" 15-6" 19'-1" 18'-8" 18'-2" 20'-10" 20'-5" 19'-10" 22' 3" 21'-10" 21'-3" 18'-1" 17'4" 16'-1" 20'-6" 20'-1" 19'-3" 22'4" 21'-11" 21'4" 50 10 16-2" 15A0" 16-0" 194" 19-1" 17-9" 19'-11" 19-9' 19-5" 21'4" 21'-1" 20%9" 17'-2" 16'-0"116-8" 19'-8" 19'-5" 18'-8" 21'-5" 21'-2"20'-10' 50 15 15'-6" 16-3" 14-8" 1T-T' 17-3" 16-10" 19-2" 18'-10" 19-5" 29-5" 29-1" 19-8" 16-8" 16'4" 15'4" 18'-10" 18'-6" 18'-1" 20'-7" 20'-2" 19'-9" Non- 20 10 20419-2' 17-9" 24 2 22'-10 21 2' 26-10 25'-11 24 1" 28 3 28'-0 26-8' 21-2 19-11 18-6 25-2 23' 9 22'-1" 28'-8 27-0 25-1' Snow 20 15 19-3 18'-1' 116-8" 22 9 21'-61 19 10" 24-9 24--0 22 T' 26 5' 25'-8' 24 8' 20'-0' 16-10" 17'4' 3-10" 22'-5' 20'-8" 26'-7" 25-6 t23'4 125% 20 20 18 4 17-2' 15-9" 21-2 20'-5' 23-1 22'4" 24-8" i23-10' 22-9" 19'-1' ',17-10" 16-5' 22' 9' 21'-4 19'-7' 4'-10"23-11 222'-3" 18.9" 21'-3" 25 10 19'-3" 18'-3" 1T-0" 2T-10" 21'-5" 20'-2" 23'-10" 23'4" 22'-B" 26-6- 24'-11", 24'-3" 20'-1" 19'-0" 1T-8" 23'-6" 22'-7" 21'-1" 25'-7" 25'-1" 23'-11' 25 15 18'-0" 174" 16-0" 20'-5" 19'-10" 19'-1" 22'-3" 21'-8" 20'-10" 23-9" 231' 22' 4' 19'-2" 18'-0" 16'-8" 21'-11" 21'4" 19'-11' 3-10" 23-3" 22'-5" 19.2" 30 10 18'-0" 17-5" 16-3" 20'-5" 20A" 19'-5" 22'-3" 21'-11" 21' 4' 23'-10" 23'-5" 22'-10" 19'-2" 18'-2" 16-11' 22'-0" 21'-7" 20'-2" 3'-11" 23'-6" 22'-11' O.C. Snow 30 15 16-11" 16-7" 16-T 19'-3" 1B'-9" 18'-2" 20'-11" 20'-5" 19'-10" 22'-5" 21' 10" 21' 2" 18'-3" 17'4" 16-1" 20'-8" 20'-2" 19'-2" 22'-6" 22.4, 21'-3" 115% 40 10 16'-2" 15'-11" 15-2" 18'-3" 19-0" 1T-8" 19'-11" 19'-8" 19%3" 21'4" 21'-0" 20'-7" 17'-4" 16'-9" 15'-10' 19'-8" 19'4" 18'-10' 21'-5" 21'-1" 20'-8" 40 15 16 4" 15'-0" 14'-0" 17-5" 17-1" 16'-7" 18'-11" 18'-7" 18'-1" 20'-3" 19'-10" 19'4" 16-6" 16-2" 15'-2" 18'-8" 18'4" 17'-10' 20'4" 20'-0" 19'-5" 50 10 14'-9" 14'-6" 14A" 16'-8" 16'-0" 16-2" 18'-2" 19-0" 17-8" 19'-5" 19'-3" 19-11" 15'-10" 15'-6" 14'-8" 1T-11" 17'-9" 1T-5" 19'-7" 19'-4" 19'-0" 50 15 14'-1" 13'-10" 13-7" 16'-0" 15'-9" 164" 17-5" 1T-2" 16-9" 18'-B" 194".17-11" 16-2".14%11" 14'4" 17-2" 16-11" 16'-6" 18'-9" 18'-5" 18'4. 20 10 18'-10" 1T-9" 16'-0" 4--- 22'-0" 21'-1" 19'-7" 24'-0" 23' S' 22'4" 25' 7" 25'-0" 24'-3" 19'-T' 18' 6" 1T-2" 23' 4" 22'-0" 9, 2„ 3„ 25'-Non23, 9, 20 15Snow1169.. 23' 10 21'-9" 125% 20 20 6110" 14-7" 20' 19' 81-- 18'-2" 22'-2" 21'-5" 20'-5" 18-1T' 16-3 1T 5" 20' 8" 9'-11" 19'-0' 27$1° 2' 3' 20'" 1T 8 16' T' 15'_3" 25 10 17-3" 16-10" 16-9" 19'-0" 19'-2"' 18'-7" 21'-3" 20A0" 20'-3" 22'-9" 22'-3"21'-8" 18'-6"' IT 164" 21'-0" 20'-7" 19'-6" 2'-10" 22'-5" 21'4" 25 15 16-1" 15' 7" 14'-10" 18'-2" 17-9" 17-1" 19'-10" 19'4" 18'-B" 21'-3" 20'-8" 19'-11" 17'-3" 16'-8" 15'-5" 19'-7" 19'-1" 18'-4" 21'4" 20'-9" 20'-0" 24" 30 10 16-1" 16-10" 15-1" 18'-3" 17-11" 17-0" 19'-11" 19'-7" 19'-1" 21'-3" 20'-11" 20'-5" 17'4" 16-10" 15'-8" 19'-7" 19'-3" 18'-9" 21'-5" 21'-0" 20'-6" O.C. Snow 30 15 15'-2" 14'-9" 144" 1T-2" 16-9" 16-3" 18'4' 18'-3" 17-8" 20'-0" 19'-0" 18'-11" 16'-3" 16-11"14'-11' 18'-5" 18'-0" 17'-5" 20'-1" 19'-8" 19,4. 115% 40 10 14'-5" 14' 2" 13-11" 164" 16-1" 16-9" 17-10" 17-T 1T-2" 19'-0" 18' 9" 18'-5" 16-6" 15'-3" 14'-7" 17'-7" 17'4" 16-11' 19'-2" 18'-10" 18'-6" 40 15 13-8" 13'-5" 13'-1" 15'-0" 16-3" 14'-10" 16-11" 16'-7' 16-T 18'-1" 17-9" 17'-3" 14'-9" 14'-5" 14'-0" 16'-8" 16'4" 15'-11' 18'-2" 17-10" 17'4" 50 10 13'-2" 13'-0" 12'-9" 14'-11" 14-9" 14'-0" 16'-3" 16'-1" 15'-9" 174" 17-2" 16'-10" 14'-2" 13'-11" 13'-7" 16'-0" 15'-10" 15'-7" 17'-5" 17'-2" 16'-7" 50 15 12' 7" 12'4" 12' 1" 14-3" 14'-0" 13-9" 16-7" 15'4" 14'.11" 16'-6" 16-0" 16-3" 13'-6" 13'4" 13'-0" 164" 14'-11" 14'-3" 16'-2" 15'-8" 14'-11' Table values are limited by shear, moment, total load deflection equal to L/180 and live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Table values represent the most restrictive of simple or multiple span applications. Analyze multiple span joists with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applica- tions. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. Slope roof joists at least 'A" over 12" to minimize ponding. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. and 125% Load Duration BCI® 6000s 1.8 Series 25/16" Flange Width BCI® 6000s 1.8 e BCI® 6000s 1.8 BCI® 6000s 1.8 BCI® 6000s 1.8 Live Dead 4/12 4/12 8/12 4/12 4/12 8/12 4112 4/12 8/12 4/12 4/12 8/12 Load Load or to to or to to or to to or to to psf] psf] Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Non- 20 10 26-0" 1 24'-6" 22'-9" 30'-11" 29'-2" 2T-0" 35'-2" 33'-2" 30'-9" 38'-10" 36'-7" 34'-0" 29'-3" 2T-6" 25'-4" 34'-6" Snow 20 15 24'-7" 23'-1" 21'-4" 33'-3" 31'-3" 28'-10" 36'-9" 31'-10" 125 20 20 23'-6" 22'-0" 20'-2" 31'-9" 29'-9" 27'-4" 35'-1" 30'-2" 27'-11" 26'-1" 24'-0" 32'-10" 25 10 24'-8" 23'4" 21'-8" 29'4" 27'-9" 25'-10" 33'-4" 31'-6" 29'-4" 36-10" 34'-10" 32'-5" 25 15 23'-6" 22'-2" 20'-6" 28'-0" 26'-4" 24'-5" 31'-10" 29'-11" 2T-9" 34'-11" 33'-1" 30'-8" 12" 30 10 23'-7" 22'-4" 20'-10" 28'-0" 26'-7" 24'-9" 31'-11" 30'-2" 28'-2" 35'-1" 33'-5" 31'-2" O.C. Snow 30 15 22'-7" 21'-4" 19'-9" 26'-11" 25'-4" 23'-6" 30'-7" 28'-10" 26'-9" 33'-0" 31'-11" 29'-7" 115% 40 10 21'-5" 20'-7" 19'-5" 25'-6" 24'-0" 23'-1" 29'-0" 2T-10" 26'-3" 31'4" 30'-9" 29'-0" 40 15 21'-1" 20'-0" 18'-T' 25'-1" 23'-9" 22'-2" 2T-11" 27'-1" 25'-2" 29'-10" 29'-3" 2T-10" 50 10 19'-10" 19.4. 18'-1" 23'-7" 22'-8" 21'-6" 26-9" 25'-9" 24'-6" 28'-8" 28'-3" 2T-1" 50 15 19'-10" 18'-11" 17'-8" 23-7" 22'-6" 21'-0" 25'-8" 25-3" 23'-11" 2T-5" 27'-0" 26'-5" Non- 20 10 23'-6" 22'-2" 20'-7" 28'-0" 26-5" 24'-6" 31'-10" 30'-0" 27'-10" 35-2" 33'-2" 30'-10" 15 22'-3" 20'-11" 19'-4" 28'-11" Snow 20 26'-6" 24'-11" 23'-0" 30'-2" 28'-4" 26'-2" 33'-4" 31'-4" 25% 20 21'-3" 19'-11" 18'-4" 25'-3" 23' 8" 21'-9" 31'-5" 29'-9" 20 28'-9" 26'-11" 24'-9" 27-5" 25 10 22'4" 21'-1" 19'-8" 26'-7" 25'-1" 23-5" 30'-3" 28'-T' 26'-T' 32'-5" 31'-T' 29'-5" 25 15 21'-4" 20'-1" 18'-T' 25'-4" 23'-10" 22'-1" 28'-3" 27'-2" 25'-2" 30'-3" 29'-5" 27'-9" 16" ff 30 10 21'-4" 20'-3" WAY, 24'-1" 22'-5" 30'-4" 29'-9" 28'-3" 25'-5" 28' 4' 27'-4" 25' 6" O.C. Snow' 30 15 20'-6" 19'-4" 17-11" 24'-4" 23'-0" 21'-4" 26'-8" 26'-0" 24'-3" 28'-6" 27'-10" 26'-10" 115% 40 10 19'-5" 18'-7" 17'-7"_ 2T-1" 22'-2" 20'-11" 25'-5" 25'-0" 2T-10" 27'-2" 26'-9" 26'-2" 40 15 19'-1" 18'-1" 16'-10" 2T-2" 21'-6" — 20'-1" 24'-2" 23'-8" 22'-10" 25'-10" 25'-4" 24'-8" 50 10 18'-0" 1T-3" 16' 4' 21'-3" 20'-0" 19'-6" 23'-2" 22'-11" 22'-2" 24'-9" 24'-6" 24'-1" 50 15 1T-11" 1T-1" 16'-0" 20'4" 20'-0" 19'4" 22'-2" 21'-10" 21'4" 23'-9" 23'-4" 22--10" Non- 20 10 22'-1" 20'-10" 19'-4" 26-3" 24'-10" 23'-0" 29'-11" 28'-3" 26'-2" 33-1" 31'-2" 28'-11" Snowl 20 15 20'-11" 19'-8" 18'-2" 24'-11" 23'-5" 21'-7" 28'-4" 26'-7" 24'-7" 30'-8" 29' 5" 27'-2" 125%' 20 20 19'-11" 18'-8" 1T-2" 23'-9" 22'-3" 20'-5" 26'-10" 25'-4" 23'-3" 28'-8" 27-8" 25'-9" 25 10 21'-0" 19'-10" 18'-6" 24'-11" 23'-7" 22'-0" 2T-8" 26-10" 25'-0" 29'-T' 28'-11" 2T-8" 1 25 15 20'-0" 18'-10" 17'-5" 23'-8" 22'-5" 20'-9" 25'-9" 26-1" 23'-T' 2T-7" 26'-10" 25'-11" 1 30 10 20'-1" 19' 0" 1T-9" 2T-8" 27'-2" 26'-6" 23'-9" 22'-T' 21'-1" 25'-10" 25'-5" 24'-0" o. C. Snow 30 15 19'-3" 18'-2" 16'-10" 26'-0" 25'-5" 24'-7" 22'-4" 21'-T' 20'-0" 2423'-9" 22'-10" 115% 40 10 18'-3" 17'-6" 16'-6" 21'-3" 20'-10" 19'-8" 23'-2" T 22'-10" 22'4" 24'-9" 24'-5" 23'-11" 40 15 17'-10" 17'-0" 15'-10" 20'-2" 19'-10" 18'-10" 22'-0" 21'-7" 21'-0" 23'-6" 23'-1" 22'-6" 50 10 16-10" 16-2" 15'4" 19'-5" 19'-2" 18'-3" 21'-1" 20'-10" 20'-6" 22'-7" 22'4" 21'-11" 50 15 16'4" 16'-1" 15'-0" 18'-7" 18'-3" 17'-10" 20'-3" 19'-11" 19'-5" 21'-8" 21'-3" 20'-10" Non- 20 10 20'-6" 10'-4" 17'-11" 24'-4" 23'-0" 21'-4" 27'-9" 26'-2" 24'-3" 29'-9" 28'-11" 26-10" Snow 20 15 19, 4" 18'-2" 16-10" 27-5" 26'-7" 25'-2" 23'-0" 21'-8" 20'-0" 25-8" 24'-8" 22'-91, 125% 1 30 20 18'-6" 17'-3" 15'-11" 22'-0" 20'-7" 18'-11" 23'-11" 23'-1" 21'-7" 26-7" 24'-9" 23-7 25 10 19'-5" 18'4' 17-1" 22'-8" 21'-10" 20'4" 24'-8" 24'-2" 23'-2" 26'-5" 25-10" 25'-2" 25 15 18'-6" 1 T-5" 16'-2" 21'-2" 20'-7" 19'-3" 23-0" 22'-5" 1 21'-8" 24'-8" 24'-0" 23'-2" 24" 30 10 18'-7" 1T-7" 16'-5" 21'-2" 20'-10" 19'4" 22'-S' 22'-2" 24'-9" 24'-3" 23'-8" 23'-1" Snow 30 15 17'-7" 16'-9" 15'-7" 19'-11" 19'-6" 18'-7" 21'-9" 21'-3" 20'-6" 23'-3" 22'-8" 21'-11" 115%" 40 10 16-9" 16'-2" 15'-3" 19-0" 18'-8" 18'-2" 20'-8" 20'-4" 20'-0" 22'-1" 21'-9" 21'4" 40 15 15'-11" 15-7" 14'-8" 18'-0" 1T-8" 17'-2" 1914" 19'-3" 18'-9" 21'-0" 20'-7" 19'-8" 50 10 15'4" 14'-11" 14'4" 17'4" 17'-1" 16-10" 18'-10" 18'-8" 18'4" 19'-10" 19'-5" 18'-9" 50 15 1 14'-7" 14'4" 13-11" 16'-7" 16'4" 15'-11" 1 17'-11" 17'4" 16'-6" 18'-3" 17'-8" 16-10" Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. L7' and 125% Load Duration BCI® 6500s 1.8 Series 29/16" Flange Width 9%" BCI® 6500s 1.8 11'/." BCI® 6500s 1.8 14" BCI® 6500s 1.8 16" BCI® 6500s 1.8 Live Dead 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 Load Load or to to or to to or to to or to to psfj psfj Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Non- 20 10 26'-10" 25'-3" 23'-6" 31'-10" 30'-0" 27'-10" 36'-2" 34'-1" 31'-8" 40'-0" 37'-8" 35'-0" Snow 20 15 25'-5" 23'-10" 22'-0" 30'-2" 28'-4" 26'-1" 34'-3" 32'-2" 29'-8" 37'-10" 35'-7" 32'-10" 125% 20 20 24'-3" 22'-8" 20'-10" 28'-9" 26-11" 24'-9" 32'-8" 30'-7" 28'-2" 36'-1" 33'-10" 31'-1" 25 10 25'-5" 24'-1" 22'-5" 30'-3" 28'-7" 26'-7" 34'-4" 32'-6" 30'-3" 37'-11" 35'-10" 33'-5" 25 15 24'-3" 22'-10" 21'-2" 28'-10" 27'-2" 25'-1" 32'-9" 30'-10" 28'-7" 36'-2" 34'-1" 31'-7" 12 30 10 24'-4" 23'-0" 21'-6" 28'-11" 27'-4" 25'-6" 32'-10" 31'-1" 29'-0" 36'-3" 34'-4" 32'-1" Snow 30 15 23'-4" 22'-0" 20'-5" 27'-8" 26'-2" 24'-3" 31'-6" 29'-9" 27'-7" 34'-8" 32'-10" 30'-6" 115% 40 10 22'-2" 21'-3" 20'-0" 26'-4" 25'-3" 23'-10" 29'-11" 28'-8" 27'-1" 33'-0" 31'-8" 29'-11" 40 15 21'-9" 20'-7" 19'-3" 25'-11" 24'-6" 22'-10" 29'-5" 27'-10" 25'-11" 31'-5" 30'-9" 28'-8" 50 10 20'-6" 19'-8" 18'-8" 24'-4" 23'-4" 22'-2" 27'-8" 26'-7" 25'-2" 30'-2" 29'-4" 27'-10" 50 15 20'-6" 19'-6" 18'-3" 24'-4" 23'-2" 21'-8" 27'-0" 26-4" 24'-8" 28'-11" 28'-5" 27'-3" Non- 20 10 24'-4" 22'-11" 21'-3" 28'-10" 27'-2" 25'-3" 32'-10" 30'-11" 28'-8" 36'-3" 34'-Z' 31'-9" Snow 20 15 23'-0" 21'-7" 19'-11" 27'-4" 25'-8" 23'-8" 31'-1" 29'-2" 26'-11" 34'-4" 32'-3" 29'-9" 125% 20 20 21'-11" 20'-6" 18'-11" 26'-1" 24'-5" 22'-5" 29'-8" 27'-9" 25'-6" 32'-9" 30'-8" 28'-2" 25 10 23'-1" 21'-10" 20'-4" 27'-5" 25'-11" 24'-1" 31'-2" 29'-5" 27'-5" 34'-1" 32'-6" 30'-3" 25 15 22'-0" 20'-8" 19'-2" 26'-1" 24'-7" 22'-9" 29'-8" 27'-11" 25-11" 31'-10" 30'-11" 28'-7" 30 10 22'-0" 20'-10" 19'-6" 26'-2" 24'-9" 23'-1" 29'-9" 28'-2" 26'-4" 31'-11" 31'-2" 29'-1" c. O.C. Snow 30 15 21'-1" 19'-11" 18'-6" 25'-1" 23'-8" 22'-0" 28'-1" 26'-11" 25'-0" 30'-0" 29'-4" 27'-7" 115% 40 10 20'-0" 19'-3" 18'-2" 23'-10" 22'-10" 21'-7" 26'-9" 26'-0" 24'-6" 28'-7" 28'-2" 27'-1" 40 15 19'-9" 18'-8" 17'-5" 23'-4" 22'-2" 20'-8" 25'-5" 24'-11" 23'-6" 27'-2" 26'-8" 25'-11" 50 10 18'-6" 17'-9" 16'-11" 22'-1" 21'-2" 20'-1" 24'-5" 24'-1" 22'-10" 26'-1" 25'-9" 25'-3" 50 15 18'-6" 17'-8" 16'-6" 21'-5" 21'-0" 19'-8" 23'-5" 23'-0" 22'-4" 25'-0" 24'-7" 24'-0" Non- 20 10 22'-10" 21'-6" 20'-0" 27'-1" 25'-7" 23'-9" 30'-10" 29'-1" 27'-0'' 34'-0" 32'-1" 29'-10" Snow 20 15 21'-7" 20'-3" 18'-9" 25'-8" 24'-1" 22'-3" 29'-2" 27'-5" 25'-4" 32'-3" 30'-3" 27'-11" 125% 20 20 20'-7" 19'-3" 17'-9" 24'-6" 22'-11" 21'-1" 27'-10" 26'-1" 24'-0" 30'-2" 28'-9" 26'-6" 25 10 21'-8" 20'-6" 19'-1" 25'-9" 24'-4" 22'-8" 29'-1" 27'-8" 25'-9" 31'-1" 30'-6" 28'-5" 25 15 20'-8" 19'-5" 18'-0" 24'-6" 23'-1" 21'-5" 27'-2" 26'-3" 24'-4" 29'-0" 28'-3" 26-11" 19.2" 30 10 20'-8" 19'-7" 18'-3" 24'-7" 23'-3" 21'-9" 27'-3" 26'-6" 24'-8" 29'-1" 28'-7" 27'-4" O.C. Snow 30 15 19'-10" 18'-9" 17'-5" 23'-6" 22'-3" 20'-8" 25'-7" 25'-0" 23'-6" 27'-5" 26'-9" 25-11" 115% 40 10 18'-10" 18'-1" 17'-1" 22'-4" 21'-5" 20'-3" 24'-4" 24'-0" 23'-0" 26'-1" 25'-8" 25'-2" 40 15 18'-6" 17'-6" 16'-4" 21'-3" 20'-10" 19'-5" 23'-2" 22'-9" 22'-1" 24'-9" 24'-4" 23'-8" 50 10 17'-5" 16'-8" 15'-10" 20'-5" 19'-10" 18'-10" 22'-3" 22'-0" 21'-5" 23'-9" 23'-6" 23'4" 50 15 17'-3" 16'-7" 15'-6" 19'-7" 19'-3" 18'-5" 21'-4" 21'-0" 20'-6" 22'-10" 22'-2" 21'-2" Non- 20 10 21'-1" 19'-11" 18'-6" 25-1" 23'-8" 22'-0" 28'-6" 26'-11" 25'-0" 31'-4" 29'-9" 27'-7" Snow 20 15 20'-0" 18'-9" 17'-4" 23'-9" 22'-4" 20'-7" 27'-0" 25'-5" 23'-5" 28'-11" 28'-0" 25-11" 125% 20 20 19'-1" 17'-10" 16'-5" 22'-8" 21'-3" 19'-6" 25'-3" 24'-2" 22'-2" 26'-11" 26-0" 24'-6" 25 10 20'-0" 18'-11" 17'-8" 23'-10" 22'-6" 21'-0" 26'-0" 25'-6" 23'-10" 27'-10" 27'-3" 26'-4" 25 15 19'-1" 18'-0" 16'-8" 22'-3" 21'-5" 19'-10" 24'-3" 23'-7" 22'-6" 25'-11" 25'-3" 24'-4" 24" 30 10 19'-2" 18'-2" 16-11" 22'-4" 21'-7" 20'-1" 24'-4" 23'-11" 22'-11" 26'-0" 25'-7" 24'-11" O.C. Snow 30 15 18'-4" 17'-4" 16'-1" 21'-0" 20'-6" 19'-1" 22'-10" 22'-4" 21'-7" 24'-5" 23'-11" 23'-1" 115% 40 10 17'-5" 16'-8" 15'-9" 20'-0" 19'-8" 18'-9" 21'-9" 21'-5" 21'-0" 23'-3" 22'-11" 22'-3" 40 15 16'-9" 16'-2" 15'-1" 19'-0" 18'-7" 18'-0" 20'-8" 20'-4" 19'-3" 21'-7" 20'-9" 19'-8" 50 10 16'-1" 15'-5" 14'-8" 18'-3" 18'-0" 17'-5" 19'-6" 19'-0" 18'-5" 19'-10" 19'-5" 18'-9" 50 15 15'-5" 15'-2" 14'-4" 17'-3" 16'-8" 15'-11" 17'-11" 17'-4" 16'-6" 18'-3" 17'-8" 16-10" Table values are limited by shear, moment, total load deflection equal to L/180 and live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Table values represent the most restrictive of simple or multiple span applications. Analyze multiple span joists with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applica- tions. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. Slope roof joists at least 1/4" over 12" to minimize ponding. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. 115% and 125% Load Duration BCI® 60s 2.0 Series BCI® 90s 2.0 Series 25/16" Flange Width 3'/" Flange Width 117/a' BCI® 60s 2.0 14" BCI® 60s 2.0 16" BCI® 60s 2.0 11W BCI® 90s 2.0 14" BCI® 90s 2.0 16" BCI® 90s 2.0 Live Dead 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4112 8/12 4/12 4/12 8/12 Load Load or to to or to to or to to or to to or to to or to to psf] [psf] Less 1 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 1 1 3 3 41'-9"' 38'-9" 49'-0" 46'-3" 42'-11" Snow 20 15 32'-4" 30'-4" 28' 0" 36'-9" 34'-6" 31'-10" 40' 8" 38'-" 35'-3" 37'-0" 34'9 " 2'-1" 4 ' 11"' 39'-4" 36'-4" 46'-5" 43'-T' 40'-3" 125% 20 20 30'-10"28'-10" 26'-6" 35'-1" 32'-10" 30'-2" 38'-10" 36'-4" 33'-5" 35'-3" 33'-0" 30'-4" 39'-11" 37'-5"!34'-5" 44'-3" 41'-5" 38'-1" 25 10 32'-5" 30'-7" 28'-6" 36'-10" 34'-10" 32'-5" 40'-10" 38'-7" 35'-11" 37'-1" 35'-0" 32'-7" 42'-0" 39'-8" 36'-11" 46'-6" 44'-0" 40'-11" 12 25 15 30 10 30'-11" 31'-0" 29'-1" 29'-4" 26'-11" 27'-4" 35'-2" 35'-3" 33'-1" 33'4" 30'-7" 31'-1" 38'-11" 39'-0" 36'-8" 36'-11" 33'-11" 34'-5" 35'-4" 33'-3" 30'-10" 35'-5" 33'-7" 31'-4" 40'-1" 37'-9" 34'-11" 40'-2" 38'-0" 35'-6" 44'-4" 41'-9" 38'-8" 44'-6" 42'-1" 39'-4" O.C. Snow 30 15 29'-8" 28'-0" 26'-0" 33'-9" 31'-10' 29'-7" 37'-5" 35'-3" 32'-9" 34'-0" 32'-1" 29'-9" 38'-6" 36'4" 33'-9" 42'-8" 40'-3" 37'-4" 115% 40 10 28'-2" 27'-0" 25'-6" 32'-1" 30'-9" 29'-0" 35'-6" 34'-1" 32'-2" 32'-3" 30'-11" 29'-2" 36'-6" 35--0" 33'-1" 40'-6" 38'-10" 36'-8" 40 15 27'-9" 26'-3" 24'-6" 31'-7" 29'-10' 27'-10" 34'-11" 33'-1" 30'-10' 31'-9" 30'-0" 28'-0" 36'-0" 34'-0" 31'-9" 39'-10" 37'-9" 35'-2" 50 10 26'-1" 25'-0" 23'-9" 29'-8" 28'4" 27'-0" 32'-11" 31'-6" 29'-11" 29'-10" 28'-8" 27'-2" 33'-10" 32'-5" 30'-10" 37'-6" 35'-11" 34'-2" 50 15 26'-1" 24'-10" 23'-3" 29'-8" 28'-3" 26'-5" 32'-11" 31'-4" 29'-3" 29'-10" 28'-5" 26'-7" 33'-10" 32'-3" 30'-1" 37'-6" 35'-8" 33'-5" Non- 20 10 30'-11" 29'-2" 27'-1" 35'-2" 33'-2" 30'-9" 38'-11" 36'-9" 34'-1" 35-4" 33'-4" 31'-0" 40'-1" 37'-10" 35'-1" 44'-5" 41'-11" 38'-11" Snow 20 15 29'-3" 27'-6" 25'-5" 33'-4" 31'-3" 28'-10" 36'-11" 34'-8" 32'-0" 33'-6" 31'-6" 29'-1" 37'-11" 35'-8" 32'-11" 42'-0" 39'-6" 36'-6" 125% 20 20 27'-11" 26'-2" 24'-1" 31'-9" 29'-9" 27'-4" 35'-2" 32'-11" 30'-4" 31'-11" 29'-11" 27'-6" 36'-2" 33'-11" 131'-2" 40'-1" 37'-7" 34'-7" 25 10 29'-4" 27'-9" 25-10" 33'-5" 31'-7" 29'-5" 37'-0" 34'-11" 32'-7" 33'-7" 31'-9" 29'-7" 38'-1" 36'-0" 33'-6" 42'-2" 39'-10" 37'-1" 25 15 28'-0" 26'-4" 24'-5" 31'-10" 30'-0" 27'-9" 35'-3" 33'-2" 30'-9" 32'-0" 30'-2" 27'-11" 36'-3" 34'-2" 31'-8" 40'-2" 37'-10" 35-1" 16 30 10 28'-1" 26'-7" 24'-10" 31'-11" 30'-3" 28'-2" 35-4" 33'-6" 31'-3" 32'-1" 30'-5" 28'-4" 36'-4" 34'-5" 32'-2" 40'-3" 38'-2" 35'-8" O.C. Snow 30 15 26'-11" 25'-5" 23'-7" 30'-7" 28'-10" 26'-10" 33'-11" 32'-0" 29'-8" 30'-9" 29'-0" 27'-0" 34'-10" 32'-11" 30'-7" 38'-7" 36'-5" 33'-10" 115% 40 10 25'-6" 24'-6" 23'-1" 29'-0" 27'-10' 26'-4" 32'-2" 30'-10" 29'-2" 29'-2" 28'-0" 26'-5" 33'-1" 31'-9" 30'-0" 36'-8" 35'-2" 33'-3" 40 15 25'-1" 23'-9" 22'-2" 28'-7" 27'-1" 25'-3" 31'-8" 30'-0" 27'-11" 28'-9" 27'-2" 25'-4" 32'-7" 30'-10" 28'-9" 36'-1" 34'-2" 31'-10" 50 10 23'-7" 22'-8" 21'-6" 26'-10" 25'-9" 24'-6" 29'-9" 28'-7" 27'-1" 27--0" 25'-11" 24'-7" 30'-7" 29'-5" 27'-11" 33'-11" 32'-7" 30'-11" 50 15 23'-7" 22'-6" 21'-0" 26-10" 25'-7" 23'-11" 28'-7" 27'-8" 26'-5" 27'-0" 25'-9" 24'-1" 30'-7" 29'-2" 27'-3" 33'-11" 32'4" 30'-3" Non- 20 10 29'-1" 27'-5" 25-5" 33'-0" 31'-2" 28'-11" 36'-7" 34'-6" 32'-0" 33'-3" 31'-4" 29'-1" 37'-8" 35'-6" 33'-0" 41'-8" 39'-4" 36'-7" Snow 20 15 27'-6" 25'-10" 23'-10" 31'-3" 29'-5" 27'-1" 34'-8" 32'-7" 30'-1" 31'-5" 29'-7" 27'-3" 35'-8" 33'-6" I30'-11" 39'-6" 37'-1" 34'-3" 125% 20 20 26'-3" 24'-7" 22' 7" 29'-10" 27'-11" 25'-8" 33'-0" 30'-11" 28'-6" 30'-0" 28'-1" 25'-10" 34'-0'' 31'-10" 29' 3" 37'-8" 35'-3" 32'-5" 25 10 27'-7" 26'-1" 24'-3" 31'-4" 29'-8" 27'-7" 34'-9" 32'-10" 30'-7" 31'-6" 29'-10" 27'-9" 35'-9" 33'-10" 31'4" 39'-7" 37'-5" 34'-11" 25 15 26'-3" 24'-9" 22'-11" 29'-11" 28'-2" 26'-1" 33'-1" 31'-2" 28'-11" 30'-1" 28'-4" 26'-3" 34'-1" 32'-1" 29'-9" 37'-9" 35'-7" 32'-11" 19.2 30 10 26'-4" 25'-0" 23'-4" 30'-0" 28'-5" 26'-6" 33'-2" 31'-5" 29'-4" 30'-1" 28'-7" 26'-8" 34'-2" 32'-4" 30'-2" 37'-10" 35'-10" 33'4" o.C. Snow 30 15 25'-3" 23'-10" 22'-2" 28'-9" 27'-1" 25'-2" 31'-10" 30'-0" 27'-11" HAW' 27'-3" 25'4" 32'-9" 30'-11" 28'-8" 36'-3" 34'-3" 31'-10" 115% 40 10 24'-0" 23'-0" 21'-9" 27'-3" 26'-2" 24'-8" 30'-2" 29'4" 27'-4" 27'-5" 26'-3" 24'-10" 31'-0" 29'-10" 28'-2" 34'-5" 33'-0" 31'-2" 40 15 23'-7" 22'-4" 20'-10" 26'-10" 25'-5" 23'-8" 28'-1" 27'-0" 25'-7" 26'-11" 25'-6" 23'-10" 30'-7" 28'-11" 27'-0" 33'-10" 32'-1" 29'-11" 50 10 22'-2" 21'-3" 20'-3" 25'-3" 24'-2" 23'-0" 25'-10" 25'-3" 24'-5" 25'-4" 24'-4" 23'-1" 28'-8" 27'-7" 26'-2" 31'-10" 30'-7" 29'-1" 50 15 22'-2" 21'-2" 19'-9" 23'-9" 23'-0" 21'-11" 23'-9" 23'-0" 21'-11" 25'-4" 24'-2" 22'-7" 28'-8" 27'-5" 25'-7" 29'-8" 28'-8" 27'-5" Non- 20 10 26'-11" 25'-5" 23'-7" 30'-7" 28'-10'' 26'-10' 33'-11" 32'-0" 29'-8" 30'-9" 29'-0" 27'-0" 34'-10" 32'-11'' 30'-7" 38'-7" 36'-5" 33'-10" Snow 20 15 25'-6" 23'-11" 22'-1" 28'-11" 27'-2" 25'-2" 32'-1" 30'-2" 27'-10' 29'-1" 27-4" 25'-3" 33'-0" 31'-0" 28'-8" 36'-7" 34'-4" 31'-9" 125%I 20 20 24'-3" 22'-9" 20'-11'' 27'-7" 25-10" 23'-10" 30'-7" 28'-8" 26'-4" 27'-9" 26'4" 23'-11" 31'-5" 29'-6" 27'-1" 34'-10" 32'-8', 30'-1" 25 10 25'-6" 24'-2" 22'-6" 29'-0" 27'4" 25'-7" 32'-2" 30'-5" 28'-4" 29'-2" 27'-7" 25'-9" 33'-1" 31'-4"' 29'-2" 36'-8" 34'-8" 32'4" 25 15 24'-4" 22'-11" 21'-3" 27'-8" 26'-1" 24'-2" 30'-8" 28'-11" 26'-9" 27'-10" 26'-3" 24'-4" 31'-6" 29'-9" 27'-6" 34'-11" 32'-11" 30'-6" 24" 30 10 24'-5" 23'-1" 21'-7" 27'-9" 26-3" 24'-6" 30'-9" 29'-1" 27'-2" 27'-11" 26'-5" 24'-8" 31'-7" 29'-11" 28'-0" 35'-0" 33'-2" 31'4" o.C. Snow 30 15 23'-4" 22'-1" 20'-6" 26'-7" 25'-1" 23'-4" 27'4" 26'-1" 24'-5" 26'-9" 25'-3" 23'-5" 30'-3" 28'-7" 26'-7" 33'-7" 31'4" 29'-5" 115% 40 10 22'-2" 21'-3" 20'-1" 24'-9" 24'-1" 22'-10' 24'-9" 24'-1" 23'-1" 25'-4" 24'-4" 23'4" 28'-8" 27'-7" 26'-1" 30'-11" 30'-0" HAT 40 15 21'-10" 20'-8" 19'-3" 22'-5" 21'-6" 20'-5" 22'-5" 21'-6" 20'-5" 24'-11" 23'-7" 22'-0" 27'-9" 26'-8" 25'-0" 28'-0" 26'-11" 25'-6" 50 10 20'-6" 19'-8" 18'-9" 20'-8" 20'-2" 19'-6" 20'-8" 20'-2" 19'-6" 23'-5" 22'-6" 21'-5" 25'-7" 24'-11" 24'-1" 25'-9" 25'-2" 24'-4" 50 15 19'-0" 18'-4" 17'-6" 19'-0" 18'-4" 17'-6" 19'-0" 18'-4" 17'-6" 23'-4" 22'4" 20--11" 23'-6" 22'-9" 21'-8" 23'-8" 22'-11" 21'-10" 491V 1 Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/2" per foot or less. For steeper slopes, see pages 15-18. BCI® 4500s 1.8 Series 1 %" Flange Width 9Y2' BCI® 4500s 1.8 11 Ya" BCI® 4500s 1.8 14" BCI® 4500s 1.8 16" BCI® 4500s 1.8 Total Load Deflect. Total Load Deflect. Total Load Deflect. Total Load Deflect. Non- Non- Non- Non - Span Snow Snow Snow Snow Snow Snow Snow Snow Length 115% 125% U240 115% 125% U240 115% 125% U240 115% 125% U240 6 315 343 338 367 - 353 383 356 387 7 270 294 289 315 - 302 329 305 332 8 236 257 253 275 - 264 287 267 290 9 210 228 225 245 - 235 255 237 258 10 189 205 202 220 - 211 230 214 232 11 172 187 184 200 - 192 209 194 211 12 147 160 169 183 - 176 191 178 193 13 125 136 156 169 - 162 177 164 179 14 108 118 107 139 151 - 151 164 152 166 15 94 102 88 121 131 - 141 153 142 155 16 83 90 73 106 115 - 126 137 133 145 17 73 80 61 94 102 - 111 121 125 136 18 65 67 51 84 91 - 99 108 113 123 19 58 58 44 75 82 73 89 97 102 111 20 49 49 38 68 74 63 80 87 92 100 21 43 43 33 61 67 54 73 79 83 90 22 56 61 47 66 72 76 82 23 51 54 42 61 66 69 75 24 47 48 37 56 60 54 64 69 25 43 43 32 51 56 48 59 64 26 47 51 42 54 59 27 44 48 38 50 54 28 41 44 34 47 51 46 29 43 47 41 30 1 1 1 1 40 44 37 Total Load values are limited by shear, moment, or deflection equal to L/180. Deflection values (Deflect.) are limited by live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Both the Total Load and Deflection columns must be checked. Where a Deflection value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least A inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/2" per foot or less. For steeper slopes, see pages 15-18. BCI° 5000s 1.8 Series 2" Flange Width 9'/2" BCI® 5000s 1.8 11 Ma" BCI® 5000s 1.8 14" BCI® 5000s 1.8 Total Load Deflect. Total Load Deflect. Total Load Deflect. Span Snow Non -Snow Snow Non -Snow Snow Non -Snow Length 115% 125% L/240 115% (125%) L/240 115% 125% L/240 6 315 343 338 367 - 353 383 7 270 294 289 315 - 302 329 8 236 257 253 275 - 264 287 9 210 228 225 245 - 235 255 10 189 205 202 220 - 211 230 11 172 187 184 200 - 192 209 12 157 171 169 183 - 176 191 13 145 158 156 169 - 162 177 14 125 136 120 144 157 - 151 164 15 109 118 98 135 147 - 141 153 16 95 104 81 122 133 - 132 143 17 85 89 68 108 118 - 124 135 18 75 76 58 96 105 - 114 124 19 65 65 49 87 94 82 103 112 20 56 56 42 78 85 71 93 101 21 48 48 37 71 77 61 84 91 22 42 42 32 64 70 54 76 83 23 59 62 47 70 76 68 24 54 54 41 64 70 60 25 48 48 37 59 64 54 26 43 43 33 55 59 48 27 51 55 43 28 47 50 38 Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/z" per foot or less. For steeper slopes, see pages 15-18. BCI® 6000s 1.8 Series 25/16" Flange Width 9'/" BCI® 6000s 1.8 l l%" BCI® 6000s 1.8 14" BCI® 6000s 1.8 16" BCI® 6000s 1.8 Total Load Deflect. Total Load Deflect. Total Load Deflect. Total Load Deflect. Non- Non- Non- Non - Span Snow Snow Snow Snow Snow Snow Snow Snow Length 115% 125% L/240 115% 125% L/240 115% 1250/6 L/240 115% 125% L/240 6 360 392 - 375 408 - 390 424 398 432 - 7 309 336 - 322 350 - 334 364 341 371 - 8 270 294 - 281 306 - 293 318 298 324 - 9 240 261 - 250 272 - 260 283 265 288 - 10 216 235 225 245 - 234 254 238 259 - 11 204 222 - 217 236 - 196 213 - 213 231 - 12 180 196 - 187 204 - 195 212 199 216 - 13 166 180 - 173 188 - 180 196 183 199 - 14 145 158 135 161 175 - 167 182 170 185 - 15 126 137 111 150 163 - 156 169 159 173 - 16 111 121 92 140 153 - 146 159 149 162 - 17 98 101 78 126 137 - 137 149 140 152 - 18 86 86 66 112 122 108 130 141 132 144 - 19 74 74 56 101 110 92 120 130 125 136 - 20 63 63 48 91 99 80 108 117 119 129 - 21 55 55 42 83 90 69 98 107 112 122 - 22 48 48 36 75 79 60 89 97 88 102 111 - 23 42 42 32 69 70 53 82 89 78 93 101 - 24 61 61 47 75 81 68 86 93 - 25 54 54 42 69 75 61 79 86 26 49 49 37 64 69 54 73 79 - 27 43 43 33 59 63 48 67 73 65 28 1 55 57 44 63 68 58 Total Load values are limited by shear, Table values apply to either simple or This table was designed to apply to a broad moment, or deflection equal to L/180. multiple span joists. Span is measured range of applications. It may be possible Deflection values (Deflect.) are limited by center to center of the minimum required to exceed the limitations of this table by live load deflection equal to L/240. Check bearing length. Analyze span analyzing a specific application with the BC the local building code for other deflection multiple joists with the BC CALC software if the CALC software. limits that may apply. length of any span is less than half the length of an adjacent span. Allowable spans and loads shall be Both the Total Load and Deflection columns Slope roof joists at least'/4 inch over adjusted and checked required by local building for wind load as code. must be checked. Where a Deflection 12 inches to minimize ponding. value is not shown, the Total Load value will control. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) Use of these tables should be limited to roof slopes of 3'/z" per foot or less. For steeper slopes, see pages 15-18. BCI° 6500s 1.8 Series 29/16" Flange Width 9'/2" BCI® 6500s 1.8 11'/e' BCI® 6500s 1.8 14" BCI° 6500s 1.8 16" BCI® 6500s 1.8 Total Load Deflect. Total Load Deflect. Total Load Deflect. Total Load Deflect. Non- Non- Non- Non - Span Snow Snow Snow Snow Snow Snow Snow Snow Length 1150%125% 1-/240 1159/0 1259/o L/240 1159/0 125% L/240 115% 1259/o L/240 6 360 392 - 375 408 - 390 424 - 398 432 - 7 309 336 - 322 350 - 334 364 - 341 371 - 8 270 294 - 281 306 - 293 318 - 298 324 - 9 _ 240 261 - _ 250 272 - 260 _ 283 - 265 _ 288 - 10 __ 216 235 - 2_25 245 - 234_ 254 - 238 259 - 11 _ 196 213 - 2_0_4_ 222 - 213 _ 231 -_ 217 236 - 12 180 196 - 187 204 195 212 199 216 - 13 166 i_1_80 - 173 188 - 180 196 - 183 199 - 14 154 168 147 1161 175 - 1167182 - 170 185 - 15 140 152 121 150 _ 163 - 156 169 _ - 159 _173 - 16 123 132 101 __140 153 - 146 159 - 149 162 - 17 _ 109 _ 111 _ 85 __132 144 - _ 137 149 - _ _ 140 _ 152 18 94 94 72 125 135 118 130 141 - 132 144 - 19 80 80 61 112 122 101 123 134 - 125 136 - 20 _ 69 _69 _ 53 _ 101 110 87__. _117.._ 127 _ - 119_-_ _--..129 21 60 60 46 91 99 76 108 118 - 113 123 - 22 _ 52 _ _ _52 4083 87 6_6 _- 99_ 107 96 108 118 - 23 46 46 35 76 76 58 90 98 84 103 112 - 24 41 41 31 67 67 51 83 90 74 95 103 - 25 60 60 45 76 _ 83 66 87- 26 _ - _ _ -_ - _ -_ _53 _ 53 40 - - 71 77 -_—_ -_59 — _ 81-- --88 79 27 47 47 36 65 _ 69 5.375 81 71 28 43 43 32 61 62 47 69 76 63 29 56 56 43 65 70 57 30 51 51 39_ 60 66 52 31 46 46 35- - 57 62 47 _ 32 42 42 32 53 56 43 33 - i- ------ - -- -- -- --- - 50 51 _- 39 - 34 .- -- - - - -- - - 47 47 -- 36 35 43 43 33 Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/2" per foot or less. For steeper slopes, see pages 15-18. BCI® 60s 2.0 Series 25/16" Flange Width BCI® 90s 2.0 Series 3'/2" Flange Width 11'/" BCI® 60s 2.0 14" BCI® 60s 2.0 16" BCI® 60s 2.0 11'/a" BCI® 90s 2.0 14" BCI® 90s 2.0 16" BCI® 90s 2.0 Total Load Deflect, Total Load Deflect Total Load D Total Load Deflect, Total Load Defled Total Load Deflect, Span Length Non- Snow Snow o 0 11240 Non- Snow Snow 115%) 0 Non- Snow Snow 0 0 Non- Snow Snow 0 0 Non- Snow Snow 0 0 Non - Snow Snow 0 0 6 413 354 2775 225 206 190 177 165 154 145 137 130 123 118 106 93 82 73 65 58 52 47 43 449 385 299 245 224 207 192 179 168 158 149 141 134 121 123 106 92 81 71 63 56 50 44 40 36 32 413 354 2775 225 206 190 177 165 154 145 137 130 123 118 112 107 103 99 94 85 76 69 62 56 51 47 43 449 385 299 245 224 207 192 179 168 158 149 141 134 128 122 117 112 106 94 85 76 69 62 56 51 47 43 103 91 81 72 65 58 52 47 43 39 36 33 413 354 2775 225 206 190 177 165 154 145 137 130 123 118 112 107 103 99 95 91 88 85 82 76 69 63 58 53 449 385 299 245 224 207 192 179 168 158 149 141 134 128 122 117 112 107 103 99 96 92 84 76 69 63 58 53 87 78 71 64 58 53 48 44 41 507 551 - 434 472 - 338_ 367 ! 2776 300 I - I 253 275 - 234 254 - 217 236 - 202 220 - 190 1206 ' - 178 194 169 183 - 160 174 - 152 165 - 144 157 134 138 150 118 132 136 i 104 120 120 1 92 107 i 107 1- 82 96 96 73 86 86 65 77 77 59 70 70 53 63 63 48 57 57 44 52 52 1 40 48 48 36 44 1 44 33 40 40 31 510 555 - 437 476 - 34-0 370 ! 333 2778 302 - 255 . 277 - 235 256 - 218 238 - 204 222 191 208 { 1-80 196 170 185 - 161 175 - 153 166 - 145 158 - 139 151 - 133 144 - 127 II 138 1 - 122 33 7 117 11111 113 123 94 109 110 84 100 100 76 91 91 1 69 82 75 85 !, 63 57 69 , 69 ' 52 63 63 48 58 58 44 514 '', 559 - 441 479 - 385 419 343 1372 - 308 335 280 i - 305 - 257 2- 79 - 237 258 - 220 239 - 205 223 - 192 { 209 I - 181 197 ! - 171 186' - 162 176 - 154 167 ' 147 159 - 140 152 - 134 145 - 128 19 - 123 11181334114124 - 110 119 - 106 115 102 102 111 93 99 1108 ' i 85 96 101 1 77 92 92 71 85 85 65 78 78 59 7 9 111 12 13 14 15 16 17 18 19 20 21 22 106 93 82 73 65 58 52 47 43 23 24 25 26 27 28 29 30 31 32 33 34 35 Total Load values are limited by shear, moment, or deflection equal to L/180. Deflection values ( Deflect.) are limited by live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Both the Total Load and Deflection columns must be checked. Where a Deflection value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least Y4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was desi.9ned to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALL® software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. BCI° Design Properties End Reaction [Ibs] Intermediate Reaction [Ibs] BCI® Joist Depth Weight Moment El x 10e K x 106 Shear 1%" Bearing 3%" Bearing TV' Bearing 5'h" Bearing Series inches] plf] ft-Ibs] lb-in2)[Ibs] Ibs] No WSi'i WS(2) No WSi'i WSjzl No WSi'I WS(2) No WSO) WS(2) 9'/ z 2.1 2360 155 5 1475 950 1125 1125 1275 2100 2350 2525 2750 4500s 117/a 2.4 3025 260 6 1625 950 1425 1425 1475 2250 2850 2525 3000 1. 8 14 2.7 3585 380 8 1825 950 1525 1450 1725 2350 3050 2525 3200 16 3.0 4090 515 9 1975 950 1625 1475 1975 2400 3200 2525 3350 9'/ z 2.3 2725 175 5 1475 950 1125 1125 1275 2100 2350 2525 2750 5000s 117/a 2.6 3485 295 6 1625 950 1425 1425 1475 2250 2850 2525 3000 1. 8 14 2.9 4130 430 8 1825 950 1525 1475 1725 2350 3050 2525 3200 16 3.1 4715 580 9 1975 950 1625 f 1500 1975 2400 3200 2525 3350 9'/ z 2.5 3165 200 5 1575 1175 1375 1375 1425 2400 2650 2700 2750 6000s 11Y- 2.8 4060 335 6 1675 1175 1425 1425 1475 2500 2850 2900 3000 1. 8 14 3.1 4815 490 8 1925 1175 1525 1525 1725 2600 3150 2925 3200 16 3.3 5495 660 9 2175 1175 1625 1550 1975 2650 3350 2950 3350 9'/ 2 2.7 3505 220 5 1575 1175 1375 1375 1425 2400 2650 2700 2750 6500s 11% 3.0 4495 365 7 1675 1175 1425 1425 1475 2500 2850 2900 3000 1. 8 14 3.3 5330 535 8 1925 1175 1525 1525 1725 2600 3150 2925 3200 16 3.5 6085 720 9 2175 1175 1625 1550 1975 2650 3350 2950 3350 1P/ a 3.2 6235 450 7 1675 1175 1425 1425 1475 2750 2850 3200 3250 60s 2. 0 14 3.5 7440 660 8 1925 1175 1525 1525 1725 2750 3450 3200 3650 16 3.8 8520 895 9 2175 1175 1625 1550 1975 2750 3650 3200 3750 11'/ a 4.3 9550 675 7 2150 1425 1850 1800 1950 3375 3700 4000 4350 2. 090S 2.0 14 4.6 11390 980 8 2350 1450 1950 1850 2150 3400 3850 4100 4450 16 4.9 13050 1330 9 2550 1475 2150 1900 2350, 3425 4000 4200 4650 NOIES: 1) No web stiffeners required. 2) Web stiffeners required. Moment, shear and reaction values based upon a load duration of 100% and may be adjusted for other load durations. Design values listed are applicable for Allowable Stress Design (ASD). No additional repetitive member increase allowed. BUILDING CODE EVALUATION REPORT ICC ESR 1336 (IBC, IRC) 0 5WI, W12 384 EI + K 0 = deflection [in] w = uniform load [lb/in] I = clear span [in] El = bending stiffness [lb-in2] K = shear deformation coefficient [lb] BCI° Closest Allowable Nail Spacing Nailing Perpendicular to Glue Lines ( Wide Face) Nailing Parallel to Glue Lines Narrow Face) All BCI® Joists Nailing Perpendicular to Nailing Parallel to Glue Line Wide Face) Glue Line Narrow Face) Nail Size O.C. Spacing End of Joist O.C. Spacing End of Joist nches inches inches Lt[ inches 8d Box ( 0.113"e x 2.5") 2 1'/z 4 1'/z 8d Common ( 0.131 "o x 2.5") 2 1'/2 4 3 10d & 12d Box (0.128" 0 x 3", 3.25") 2 1'/2 4 1 3 16d Box ( 0.135"0 x 3.5") 2 1'/z 4 I 3 10d & 12d Common & 16d Sinker ( 0.148"o x T, 3.25") 3 2 6 4 16d Common 0.162"0 x 3.5" 3 2 6 4 R( io nianhranm Tahle (1) Dia hra m Capacity (2)(3) Ib/ft BCI®SeriesUnblockedBlocked 4500s, 5000s As permitted for 2x framing 320 Ib/ft for 6" o.c. nailing @ panel edges 425 Ib/ ft for 4" o.c. nailing, staggered, @ panel edges in buildingcode6000s, 6500s As permitted for 3x framing 360 Ib/ft for 6" o.c. nailing @ panel edges 480 Ib/ ft for 4" o.c. nailing, staggered @ panel edges in buildingcode60s, 90s As permitted for 3x framing As permitted for 3x framing in building code with nail n building code spacing no closer than 3" o.c. NOTES If more than one row of nails is used, the rows must be offset at least inch. Simpson Strong - Tie A35 connectors may be attached to the side of BCI® 60s & 90s joist flanges only. Use nails as specified by Simpson Strong - Tie; do not attach connectors on both sides of a flange at the same location. 1) See table 6 of ICC ESR 1336. 2) BCI joists may be substituted for solid sawn framing in horizontal wood diaphragms as shown in Table 2306.3. 1 of the IBC or Table 23-II-H of the UBC. 3) Diaphragm nailing shall not exceed BCI closest allowable nail spacing limits. Boise Cascade Rimboard Boise Cascade Rimboard Product Profiles I s1/2" Il 14" 1611 1 1'/81" 15/16" 13/rr BC RIM BC RIM VERSA -LAM® VERSA -LAM® BOARD® OSB BOARD® 1.4 1800* 2.03100 Product may not be available. Check with supplier or Boise Cascade representative for availability. Perpendicular See chart for vertical load capacity. Min. 8d nails at 6" o.c. per IRC. Connection per design professional of record' s specification for shear transfer. G) Parallel See chart for vertical load capacity. iBOISECASCADE* xh- dia through bolts (ASTM A307 Grades A&B, SAE ExteriJ429 Grades 1 or 2, or higher with washers and nuts) Max. or 1h" di lag screws (full penetration), staggered BCIe/ A1S^ JoMin. connection for 40/10 pat deck loading: Perpend / cuteDeck Joist Length Connection parallel to rlm12'-0• less 2 raves %" bolt or lag screw, 24 o c (300 plf max.) 12'- 1" —18'-0" 2 rows %" bolt or lag screw, 16" o.c. (450 pit max.) N ote: For snow bads greater than 40 psf, and/or dead loads greater than 10 pal, size connection per max plf values shown above. Treated Ledger - Use only Fasteners that are approved Foi use with c '—ponding wood heatment. Rimboard Notes: ` 4J Design of moisture control by others (only structural components shown above). For information on deck lateral bad connections to meet the 2009/2012 IRC, contact Boise Cascade EWP Engineering. Min. 8d nails at 6" o.c. per IRC. For use of proprietary screws to attach ledger, consult screw manufacturer literature. Connection per design professional of For further information on residential deck design, see AWC DCA 6, Prescriptive record' s specification for shear transfer. Residential Wood Deck Construction Guide. Boise Cascade Rimboard Properties Vertical Load Capacity Allowable Design Values Compression Maximum Floor Diaphragm Modulus of Horizontal Perpendicular Uniform Point Lateral Capacity Flexural Stress Elasticity Shear to Grain Product 1pIf1 [lb)Ib/ft Ib/in2 Ib/inz Ib/in[lb/in"] 1" BC RIM BOARD" (2) 3300 3500 180 Limited span capabilities, see note 2 1" BC RIM BOARD® OSB r2t 11/ e" BC RIM BOARD° OSB (2) 4400 3500 180 Limited span capabilities, see note 2 V/ 16" VERSA-LAMm 1.4 1800 (1) 6000 4450 Permitted per building code for all nominal 1800 1,400,000 225 525 2" thick framing floor diaphragms 1'/"" VERSA -LAM® 2.0 3100 )') 5700 4300 Permitted per building code for all nominal 3100 2,000,000 285 750 2" thick framing floor diaphragms Product Closest Allowable Nail Spacing - 1" BC RIM BOARD® (2) 1'/" BC RIM V/16' VERSA -LAM 1a/." VERSA -LAM® NarrowFace [in] 1" BC RIM BOARD®OSB (2) BOARD& OSB )2) 1.4 1800 01 2.031000) 8d Box (0.113"o x 2.5") 3 3 3 3 8d Common (0.131"o x 2.5") 3 3 3 3 10d & 12d Box (0.128"o x 3", 3.25") 3 3 16d Box (0.135"o x 3.5") See publication in note 2 for 3 3 10d & 12d Common & further nailing information. 4 4 16d Sinker (0.148"o x 3", 3.25") 16d Common (0.162"o x 3.5") 6 6 Notes 1. See ICC ESR 1040 for further product information. 2. See Performance Rated Rim Boards, APA EWS W345K for further product information. VERSA -LAM° Products An Introduction to VERSA -LAM° Products When you specify VERSA -LAM® laminated veneer headers/beams, you are building quality into your design. They are excellent as floor and roof framing supports or as headers for doors, windows and garage doors and columns. Because they have no camber, VERSA -LAM® LVL products provide flatter, quieter floors, and consequently, the builder can expect happier customers with significantly fewer call backs. VERSA -LAM° Beam Architectural Specifications Scope. This work includes the complete furnishing and installation of all VERSA - LAM® beams as shown on the drawings, herein specified and necessary to com- plete the work. Materials: Southern Pine or Douglas fir veneers, laminated in a press with all grain parallel with the length of the member. Glues used in lamination are phenol formaldehyde and isocyanate exterior -type adhesives which comply with ASTM D2559. Design: VERSA -LAM® beams shall be sized and detailed to fit the dimensions and loads indicated on the plans. All designs shall be in accordance with allow- able values developed in accordance with ASTM D5456 and listed in the governing code evaluation service's report and section properties based upon standard engineering principles. Verification of design of the VERSA -LAM® beams by complete calculations shall be available upon request. Drawings: Additional drawings showing layout and detail necessary for determining fit and placement in the buildings are (are not) to be provided by the supplier. Fabrication: VERSA -LAM® beams shall be manufactured in a plant evaluated for fabrication by the governing code evaluation service and under the supervision of a third -party inspection agency listed by the corresponding evaluation service. Storage and Installation: VERSA -LAM® beams, if stored prior to erection, shall be stored on stickers spaced a maximum of 15 ft. apart. Beams shall be stored on a dry, level surface and protected from the weather. They shall be handled with care so they are not damaged. VERSA -LAM® beams are to be installed in accordance with the plans and Boise Cascade EWP's Installation Guide. Temporary construction loads which cause stresses beyond design limits are not permitted. Erection bracing shall be provided to assure adequate lateral support for the individual beams and the entire system until the sheathing material has been applied. Codes: VERSA -LAM® beams shall be evaluated by a model code evaluation service. Allowable Holes in VERSA -LAM° Beams See Note 3 Notes 1. Square and rectangular holes are not permitted. 2. Round holes may be drilled or cut with a hole saw / 3 Depth anywhere within the shaded area of the beam. p '/3 Depth 3. The horizontal distance between adjacent holes must be at least two times the size of the larger hole. 4. Do not drill more than three access holes in any four foot long section of beam. 5. The maximum round hole diameter permitted is: Beam Depth Max. Hole Diameter 5'/2 ' 3/4 ' 7'/4" 1" 9'/4" and greater 2" 3 Depth 3 Span '/3 Span End Bearing Intermediate Bearing 6. These limitations apply to holes drilled for plumbing or wiring access only. The size and location of holes drilled for fasteners are governed by the provisions of the National Design Specification's for Wood Construction. 7. Beams deflect under load. Size holes to provide clearance where required. 8. This hole chart is valid for beams supporting uniform load only. For beams supporting concentrated loads or for beams with larger holes, contact Boise Cascade EWP Engineering. VERSA -LAM° Beam Details P27, Bearing at concrete/masonry walls Bearing for door or window header Beam to beam connector Bearing at column Provide moisture barrier and lateral restraint air space Strap per code if top plate is not continuous over header. Verify hanger capacity with at hearing. required hangery manufacturer betweenVERSA-LAM" concrete column and wood. Column connector per design 1® Trimmers 0 professional of record Slope seat cut Bevel cut r Beam to concrete/masonry walls Bearing framing into wall r Wood top plate must be flush with inside of wall Strap per code if Sloped seat cut. Hanger top plate is not Not to exceed continuous inside faceofbearing. DO inNOTbevelcutVbeyondinsideface without approval frBlockingt • not shown for clarity. Boise Cascade EWP t Moisture barrier between t • concreteorBCCALL• software analysis. and wood VERSA-LAM';Installation Notes Minimum of 1/V air space between beam and wall pocket or adequate barrier must be VERSA -LAM" beams are intended for interior applications only and should be kept as dry provided between beam and concrete/masonry. as possible during construction. Adequate bearing shall be provided. If not shown on plans, please refer to load tables in Continuous lateral support of top of beam shall be provided (side or top bearing framing). your region's Specifier Guide. Multiple Member Connectors Side -Loaded Applications Maximum uniform Side Load [pit] Nailed 0) Dia. Through Bolt ' Dia. Through Bolt(') Number 2 rows 16d of Sinkers @SinkersMembers12" o.c. 3 rows 16d @ 12" o.c. 2 rows @ 24" o.c. sta ered 2,rows @ 2" o.c. sta ered 2 rows @ 6" o.c. staggered 2 rows @ 24" o.c. sta ered 2 rows @ 12" o.c. sta ered 2 rows @ 6" o.c. sta eyed 1%.." VERSA -LAM" (Depths of 18" and less) 2 470 705 1 505 1 1010 1 2020 560 1120 1 2245 3r2) 1 350 525 1 375 1 755 1515 420 840 1685 4t3r use bolt schedule 335 1 670 1345 370 745 1495 31/V VERSA -LAM" 2(3) use bolt schedule 855 1 1715 1 N/A 1125 2250 N/A 1%" VERSA -LAM" (Depths of 24") Number Nailed rn 1/2" Dia. Through Bolt(') Dia. Through Bolt0r of Members 3 rows 16d Sinkers @ 12" o.c. 4 rows 16d Sinkers @ 12" o.c. 3 rows @ 24" o.c. 8" staggered 3 rows @ 18" o.c. 6" staggered 3 rows @ 12" o.c. 4" staggered 3 rows @ 24" o.c. 8" staggered 3 rows @ 18" o.c. 6" staggered 3 rows @ 12" o.c. 4" staqqered 2 705 940 755 1010 1515 840 1 1120 1685 3rn 525 705 565 755 1135 630 840 1260 4 j4 use bolt schedule 505 670 1010 560 745 1120 1. Design values applyy to common bolts that conform to ANSI/ASME standard 818.21-1981 (ASTM A307 Grades A&B, SAE J42 Grades 1 or 2, or higher). A washer not less than a standard cut washer shall be between the wood and the bolt head and between the wood and the nut. The distance from the edge of the beam to the bolt holes must be at least 2' for G' bolts and TY for W bolts. Bolt holes shall be the same diameter as the bolt. 2. The nail schedules shown apply to both sides of a 3-member beam. 3. 16d box nails = 0.135' diameter x 3.5' length, 16d sinker nails = 0.148" diameter x 3.25' length. 4. 7' wide beams must be top -loaded or loaded from both sides (lesser side shall be no less than 25%of opposite side). Top -Loaded Applications For top -loaded beams and beams with side loads with less than those shown: Plies Depth Nailing j2t Maximum Uniform Load From One Side Depths 117/e" & less 2 rows 16d box/sinker nails @ 12" o.c. 400 plf 2) 1%" plies Depths 14" - 18" 3 rows 16d box/sinker nails @ 12" o.c. 600 plf Depth = 24" 4 rows 16d box/sinker nails @ 12" o.c. 800 plf Depths 11M." & less 2 rows 16d box/sinker nails @ 12" o.c. 300 pit 3) 11W` plies (1)1 Depths 14" - 18" 3 rows 16d box/sinker nails Q 12" o.c. 450 plf Depth = 24" 4 rows 16d box/sinker nails @ 12" o.c. 600 plf Depths 18" & less 2 rows 1/7 bolts @ 24" o.c., staggered 335 plf4) 1'/V plies Depth = 24" 3 rows 'A" bolts 24" o.c., staggered every 8" 505 pK Depths 18" & less 2 rows h" bolts @ 24" o.c., staggered 855 plf2) 31/V plies Depth 20" - 24" 3 rows %2" bolts @ 24" o.c., staggered eve 8" 1285 pff 1. The nail schedules shown apply to and by 25 % for non -snow load roofs 7. Connection values are based upon both sides of a 3-member beam. where the building code allays. the 2012 NDS. 2. 16d box nails = 0.135" diameter x 5. Use allowable load tables or BC 8. FastenMaster TrussLok, Simon 3.5' length, 16d sinker nails = 0.148" CALCe software to size beams. Strong -Tie SDW or SDS, and USP diameter x 3.25" length. 6. An equivalent specific gravity of KS screws may also be usedto 3. Beams wider than 7' must be 0.5 may be usedwhen designing connect multiple member VERSA - designed by the engineer of record. specific conn ctions with LAMB beams contact Boise 4. All values in these tables may be VERSA -LAMB. Cascade EWP Engineering for increased by 15 % for snow -bad roofs further information. Designing Connections for Multiple VERSA -LAM° Members When using multiple ply VERSA -LAM" beams to create a wider member, the connection of the plies is as critical as determining the beam size. When side loaded beams are not connected properly, the inside plies do not support their share of the load and thus the load - carrying capacity of the full member decreases significantly. The following is an example of how to size and connect a multiple -ply VERSA - LAM® floor beam. Given. Beam shown below is supporting residential floor load 40 psf live load. 10 psf dead load) and is spanning 16'-0" Beam depth is limited to 14" _ Hangers not shown for clarity 14' Find: A multiple 13/4" ply VERSA -LAM" that is adequate to support the design loads and the member's proper connection schedule. 1. Calculate the tributary width that beam is supporting: 14' 12 + 18' / 2 = 16' 2. Use PLF tables on pages 28-30 of ESG or BC CALCe to size beam. A Triple VERSA -LAM" 2.0 3100 13/4" x 14" is found to adequately support the design loads 3. Calculate the maximum plf load from one side the right side in this case). Max Side Load = (18' / 2) x (40 + 10 psf) = 450 plf 4. Go to the Multiple Member Connection Table, Side -Loaded Applications, 1'/ 4" VERSA -LAM", 3 members. 5. The proper connection schedule must have a capacity greater than the max. side load: Nailed. 3 rows 16d sinkers @ 12" o.c: 525 plf is greater than 450 plf OK Bolts: %' diameter 2 rows @ 12" staggered: 755 plf is greater than 450 plf OK VERSA -LAM® Floor Load Tables VERSA -LAM° 2.0 3100 (100% Load Duration) Top Figure Allowable Total Load [plf] KEY TO TABLE Middle Figure Allowable Live Load [plf] Bottom Figures - Minimum Required Bearing Length at End / Intermediate Supports [inches] 1W VERSA 2.0 3100 Double Ply 1W VERSA-LAM02.0 3100 or Triple Ply 1'/." VERSA -LAM° 2.0 3100 or Quadruple Ply 1'/." VERSA -LAM® 2.0 3100 or Span LAM® 31/V" VERSA -LAM 2.0 3100 5Y." VERSA -LAM 2.0 3100 7" VERSA -LAM 2.0 3100 IN 14" - 71/.' 9'/z" 11 %a' 14" 7'/4' 9'/i' 11 y.-T 14" 16" 18" 24'. 9'/i' 111% 16" 18" 20" 24" 11 /V 14" 16" 18" 20" 24" 763 1063 1424 1795 1525 2126 2849 3590 4387 5232 5226 3189 4273 5384 6580 7848 7845 7838 5697 7179 8773 10463 10459 10451 6 762 1525 1.814.4 2.4/6.1 3.3/8.2 4.1/10. 1.8/4.4 2.4/6.1 3.3/8.2 4.1110.3 5112.E 6115 6/15 2.4/6.1 3.318.2 4.1110.3 5/12.6 6/15 6/15 6/15 3.3/8.2 4.1110.3 5/12.6 6115 6115 6115 479 746 979 1207 957 1492 1957 1 2414 2886 3402 3913 2237 2936 3622 4328 5103 5876 5870 3914 4829 5771 6803 7834 7826 8 322 724 - 643 1447 j - 2171 1.5/3.7 2.315.7, 317.5 3.7/9.3 1.513.7 2.3/5.7, 3/7.5 13.7/9.34.4111A5.2/131 6115 2.3/5.71 3/7.5 3.7/9.34.4111.1i5.2/13 6115 6115 317.5 i3.71934.4/11.1 5.2/136/15 6/15 243 551 745 909 487 1102 1489 1 1817 2148 2502 3126 1653 2234 2726 3222 3753 4322 4688 2978 3635 4296 5003 5763 6251 10 165 370 724 329 741 1447 1111 2171 - - 2894 - - - - - 1. 513 2.115.3 2.917.1 3.518.7 1.5/3 2.1/5.3 2.9/7.1 3.518.74.1110.3 4.8112 6/15 2.115.3 2.917.1 3.5/8.74.1110.3 4.8/12 5.5113.8 6115 2.9/7.1 3.5/8.74.1110.3 4.8112 5.5/13.8 6/15 192 413 665 808 364 825 1330 1617 1904 2209 2839 1238 1995 2425 2856 3313 3800 4259 2659 3233 3807 4417 5067 5679 11 124 278 544 247 557 1087 835 1631 2175 - 1. 5/3 1.7/4.4 2.817 3.418.5 1.5/3 1.7/4.4 2.817 3.4/8.5 4/10.1 4.7111.7 6115 1.7/4.4 2.817 3.418.5, 4/10.1 4.7/11.75.4/13.4 6/15 2.8/7 3.4/8.5 4/10.1 4.7111.76.4113.4 6/15 139 317 585 728 279 634 1170 1456 1709 1977 2601 950 1755 2184 2564 2965 3390 3901 2340 2912 3418 3953 4519 5201 12 95 214 419 686 191 429 837 1372 - 643 1256 2058 - - 1675 2745 - - - 1. 513 ;1.513.712.716.8 3.4/8.4 1.5/3 1.5/3.7 2.7/6.8, 3.4/8.4', 3.919.9,4.6111.4 6/15 1.5/3.7 2.7/6.813.4/8.4' 3.9/9.9 4.6/11.4 5.2113 6/15 2.7/6.8 3.4/8.4 3.919.9,4.6111.4 5.2113, 6115 109 248 488 662 217 496 976 1324 1 1550 1789 2399 744 1464 1986 2326 2683 3059 3598 1952 ' 2647 3101 3577 4078 1 4797 13 75 169 329 540 150 337 659 1079 506 988 1619 1317 2159 1. 5/3 1.5/3.1 2.416.1 3.3/8.3 1.513 1.5/3.1 2.4/6.1 3.318.3 3.9/9.74.5/11.2 6/15 1.513.1 2.4/6.1 3.318.3 3.919.74.5/11.25.1112.7 6115 2.4/6.1 3.318.3 3.9/9.74.5111.25.1/12.7 6115 86 198 390 585 173 395 779 1171 1418 1633 2226 593 1169 1756 2128 2449 2786 3338 1558 2342 2837 3265 3715 4451 14 60 135 264 432 120 270 527 864 1290 - 405 791 1296 1935 - 1055 1728 2580 1. 5/3 1.513 2.115.3 3.2/7.9 1.5/3 1.513 2.1/5.3 3.217.9 3.819.6 4.4/11 6115 1.5/3 2.115.3 3.2/7.9 3.8/9.6 4.4111 5112.5 6/15 2.1/5.3 3.2/7.9 3.8/9.6 4.4111 5112.5 6/15 70 160 316 509 139 320 631 1018 1307 1502 2076 479 947 1527 1960 2253 2558 3113 1262 2036 2614 3003 3410 4151 15 49 110 214 351 98 2.20 429 703 1049 1493 329 643 1054 1573 2240 - 858 1405 2098 2987 1 - 1.5/3 1.513 ' 1.814.8 2.9/7.4 1.5/3 1,S13 1.814.&2.9/7.4 3.8/9.54.3/10.9 6/15 4.3/10.94.9/12. 6115 1.5/3 1.8/4.612.9/7.4 3.8/9.5 1.814.6' 4.3/10.94.9/12.3 -_ 2.9/7.4.3.8/9.5 8/15 57 131 259 427 113 262 518 854 1151 1390 1944 393 777 1281 1727 2085 2364 2917 1036 1708 2303 2780 3151 3889 16 40 90 177 289 80 181 353 579 864 1230 271 530 868 1296 1846 707 1158 1728 2461 1. 513 1.5/3 1.614 2.6/6.6 1.5/3 1.5/3 1.6/4 2.6/6.6 3.6/8.94.3110.7 6115 1.513 1.6/4 2.6/6.6 3.6/8.94.3110.74.9/12.2 6115 1.6/4 2.616.6 3.618.94.3110.74.9112.2 6/15 108 215 355 93 217 430 710 1018 1274 182E 325 645 1065 1527 1911 2196 2739 860 1420 2036 2547 2929 3652 17 75 147 241 67 151 295 483 720 1026 226 442 724 1081 1539 2111 - 589 965 1441 2052 2814 - 1. 513 1.513.6 2.3/5.9 1.513 1.5/3 1.513.6 2.315.9 3.3/8.44.2110.5 6/15 1.5/3 1.5/3.6 2.3/5.9 3.318.44.2/10.54.8112 6/15 1.5/3.6 2.3/5.9'3.3/8.44.2/10.54.8112 6/15 90 180 298 77 181 360 596 894 1134 1701 271 540 894 1341 1701 2051 2552 720 1191 1788 2266 2735 3402 18 64 124 203 56 127 248 407 607 864 191 372 610 910 1296 1 1778 - 496 813 1214 1728 2371 1. 513 1.513.2'2.1/5.2 1.5/3 1.5/3 1.5/3.22.1/5.2,3.117.8 4/9.9 5.9/14. 1.5/3 1.5/3.21115.2 3.1/7.8 4/9.9 4.8111.95.9/14. 1.513.2 2.115.2 3.1/7.8 419.9 4.8/11.95.9/14. 76 152 252 65 152 304 504 758 1016 1592 229 457 757 1137 1524 1863 2388 609 1009 1516 2032 2464 3184 19 54 105 173 48 108 211 346 516 735 162 316 519 774 1102 1512 422 691 1032 1470 2016 1. 5/3 1.5/3 1.914.7 1.513 1.513 1.5/3 1.9/4.7 2.817 3.7/9.45.8114. 1.5/3 1.513 1.9/4.7 2.8/7.3.7/9.44.6111.45.8/14. 15/3 1.914.7 2.8/7 3.719.44.6/11.45.8/14. 65 130 215 54 129 259 430 647 915 1496 194 389 646 971 1373 1678 2243 519 861 1295 1830 2237 2991 20 46 90 148 41 93 181 296 442 630 1493 139 271 445 664 945 1296 2240 362 593 885 1260 1728 2987 1. 5/3 1.5/3 1.714.2 1.513 1.513 1.513 1.7/4.2 2.5/6.3 3.618.95.8114. 1.5/3 1.5/3 1.7/4.2 2.5/6.3 3.6/8.94.3/10. 85.8/14. 1.5/3 1.7/4.2 2.5/6.3 3.6/8.94.3/10.85.8114. 96 160 95 192 320 482 692 1304 142 288 480 724 1038 1382 1956 384 640 965 1383 1842 2608 22 68 Ill 70 l 136 223 332 473 1122 104 204 334 499 710 974 1683 272 445 665 947 1299 2244 1. 5/3 1.513.5 1.5/3 1,513 1.5/3.5 2.115.2 3/7.4 5.6/13. 1.513 1.5/3 1.5/35i2.1/5.2 3/7.4 3.9/9.95.6113. 1.5/3 1.513.5'2.115.2 317.4 3.9/9.95.6/13. 72 122 71 145 243 368 529 1092 106 217 365 552 793 1095 1638 290 486 736 1057 1460 2184 24 52 86 54 105 172 256 365 864 80 157 257 384 547 750 1296 209 343 512 729 1000 1728 1. 513 1.5/3 1.513 1.5/3 1.513 1.8/4.4 2.5/6.35.1/12. 1.5/3 1.5/3 1.5/3 1.8/4.4 2.WU 3.4 /8.6 5.1 /121 1.513 1.5/3 1.814.4 2.516.3 3.4/8.65.1/12. 56 94 54 Ill 188 286 412 927 80 167 282 429 618 855 1390 223 376 572 824 1139 1853 26 41 67 42 82 135 201 287 4 680 63 124 202 302 -4_30_ r 590 1020 165 270 403 574 787 1359 1. 5/3 1.5/3 1.5/3 1.5/3 1.513 1.513.7 2,1/5.3 4.7111.8 1.513 1.5/3 1.5/3 1.513.7 i 2.115.3 2.917.34.7/11. 1.5/3 . 1.513 1.513.7'2.115.3 2.9/7.34.7/11. 74 87 148 226 326 792 61 130 222 338 489 678 1188 174 298 451 852 904 1584 28 54 66 108 161 230 544 51 99 162 242 344 472 816 i 132216322 459 630 1088 1. 5/3 1.5/3 1.513 1.5/3.2 1.814.6 4.4 / 1 O.E 1.5/3 1.513 1.513 1.5/3.2' 1.8/4.6 2.5/6.3 4.4110. 1.513 1.513 1.5/3.2 1.814.6' 2.5/6.3 4.4110. 59 68 118 180 262 639 102 176 271 393 546 959 137 235 361 523 728 1279 30 44 54 88 131 187 442 80 132 197 280 384 664 107 176 262 373 512 885 1. 5/3--1 1.5/3 1.5/3 1.5/3 1.614 3.819.51 1.513 1.5/3 1.5/3 1.6/4 2.2/5.5 3.8/9.5 1.5/3 1.5/3 1.513 1.6/4 2.215.5,3.8/9.5 Total Load values are limited by shear, moment or deflection equal to L/240. Total Load values are the capacity of the beam in addition to its own weight. Live Load values are limited by deflection equal to L/360. Check the local building code for other deflection limits that may apply. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span applications. Span is measured center to center of the supports. Analyze multiple span beams with the BC CALC'software if the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the top edge and applicable compression edges of the beam. Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, such as a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided across the full width of the beam. For 2-ply, 3-ply or 4-ply beams; double, triple or quadruple Allowable Total Load and Allowable Live Load values. Minimum Required Bearing Lengths remain the same for any number of plies. 1% inch members deeper than 14 inches are to be used as multiple -member beams only. This table was designed to apply to abroad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALL° software. VERSA -LAM® Roof Load Tables VERSA -LAM° 2.0 3100 (115% Load Duration) Top Figure Allowable Total Load [plf] KEY TO TABLE Middle Figure Allowable Live Load [plf] Bottom Figures - Minimum Required Bearing Length at End / Intermediate Supports [inches] Span 1%" VERSA -LAM• 2.0 3100 Double 3'h VERSA -LAM 2.03 2. 03100 or Triple ly 1 VERSA -LAM 2.0 2.00100 or Quadruple P VERSA -LAM 2.03M00.0 3100 or IN 11/e 14" 7Ya 9'/V 11M." 14" 16" 18" 24" 9Yi' 11Yt" I 14" 16" 18" 20" 24" ll%" 14' 16" 18" 20" 24" 878 1223 1639 2065 1755 2446 3278 4130 5047 5232 5226 3669 4917 6195 7570 7848 7845 7838 6556 8260 10094 10463 10459 10451 6 215 2.8/7 .3.8/9.4 4.7/11.8 215 2.8/7 3.819.4 4.7I11.85.8114.5 6/15 6115 2.817 3.819.4 4.7111.85.8/14.5 6/15 6/15 6/15 3.819.4 4.7111.85.8114.5 6115 6115 6115 598 858 1126 1389 1197 1717 2252 2779 3321 j 3915 3913 2575 3379 4168 4981 5872 5876 5870 4505 5558 6642 7829 7834 7826 8 482 - - 965 1.814.6.2.61 683.5/8.64.3110. 1.814.6 2.616.6 3.618.84.3/10.65.1112.7 6115 6/15 2.6/8.6 3.518.64.3I10.65.1I12.7 6/15 6/15 6/15 3. 3.5I8.64.3110.85.1112.7 6/15 6115 6115 326 637 857 1046 651 1274 1714 2092 2472 2880 3126 1912 2571 3138 3709 4320 4695 4688 3429 4184 4945 5759 6259 6251 10 247 556 494 1111 1667 1.5/3.112.4/6.1 3.3/8.21 4/10 1.5/3.1'2.416.1 3.3/8.2, 4110 4.7/11.95.5/13.8 6115 2.4/6.1 3.318.2 4110 4.7/11.95.5/13.8 6/15 6/15 3.318.2 4/10 4.7111.95.5113.8 6/15 6/15 931 487 1 1052 1531 1861 2192 ; 2543 1 2839 1577 2296 2792 3288 3814 4265 4259 3062 ' 3723 4383 5085 5687 5679 11 188 418 - 371 i 835 i 1253 ' 1.513 i2.2/5.6 3.2181'3.919.84.6111.65.4/13.4 6115 2.2/5.6 ,3.2/8.1 3.8/9.84.6111.65.4113.4 8115 6115 3.218.1 3.919.8'4.6111.65.4113.4 6115 6/151.5/3 2.2/5.61, 32/8.1 3.919.8 187 424 674 838 374 848 1347 1676 1968 2276 2601 1272 2021 2514 2952 3414 3903 3901 2694 3353 3936 4552 5203 5201 12 143 322 628 - 286 643 1256 - - 965 1884 2512 1.5/3 2/4.9 3.117.83.919.7 1.513 2/4.9 3.1/7.8 3.9/9.74.5/11.35.2/13.1 6/15 214.9 3.117.8 3.919.74.5/11.35.2/13.1 6115 6/15 3.1/7.8 3.9/9.74.5/11.35.2/13.1 6115 6115 146 j 332 573 762 292 665 1146 1524 . 1785 2060 2399 997 1719 2287 2678 3089 3522 3598 2292 3049 3571 4119 4696 4797 13 112 253 494 225 506 988 759 1482 1976 1.513 .21.7/42.917.2 3.8/9.5 1.5/3 1.7/4.2 2.9/7.2 3.8I9.5 4.5/11.25.1112.9 6/15 1.714.2 2.917.2 4 . - 3. 819.5 4.5111.25.1/12.95.9/14.7 6115 2.917.2 3.8/9.5 4.5/11.25.1/12.95.9114.7 6I15 116 265 493 674 233 530 987 1349 1634 1880 2226 796 1480 2023 2450 2821 3208 3338 1973 2697 3267 3761 4278 4451 14 90 203 396 648 160 405 791 1296 -- 608 1187 1944 - IW 2593 - - - 1. 5/3 1.5/3.6 2.7/6.7 3.619.1 1.5/3 1.513.6 2.716.7 3.619.1 4.4111 5.1112.7 6115 1.5/3.6 2.7/6.7 3.619.1 4.4/11 5.1112.75.8/14.4 6115 2.7/6.7 3.6/9.1 4.4/11 5.1/12.75.8114.4 6/15 94 1 215 I 423 586 198 429 846 1173 1505 1730 2076 644 1268 1759 2258 2595 2946 3113 1691 2346 3011 3459 3928 4151 15 73 165 322 527 146 329 643 1054 - 494 965 1581 1286 2108 - - 1. 5/3 1.5/3.1 2.5/6.1 3.418.5 1.5/3 1.513.1 2.5/6.1 3.4/8.54.3110.9 5/12.5 6/15 1.5/3.1 2.516.1 3.418.54.3110.9 5112.5 5.7114.2 6/15 2.516.1 3.4/8.54.3/10.9 5/12.5 6.7114.2 6/15 77 176 347 515 153 352 695 1029 1327 1601 1944 528 1042 1544 1990 2402 2723 2917 1389 2058 2653 3202 3630 3889 16 60 136 265 434 121 271 530 868 1296 - - 407 795 1303 1944 - - 1060 1737 2593 - 1. 5/3 1.5/3 2.215.4 3.217.9 1.5/3 1.5/3 2.2/5.4 3.2/7.94.1I10.24.9I12.3 6115 1.513 2.215.4 3.217.94.1110.24.9/12.3 5.6114 6/15 2.2/5.4 3.2/7.94.1110.24.9/12.3 5.6/14 6/15 63 L 146 289 455 127 292 577 910 1173 1. 1468 1829 438 866 1365 1760 2201 2531 2743 1154 1820 2346 2935 3374 3657 17 5D 1 113 j 221 .I 362 1. 5/3 1.513 1.9/4.8' 3/7.5 101 1. 5/3 226 442 724 1081 11. 914.8'1 3/7.5 3.9/9.6 4,8112 1.513 6I15 339 1. 5/3 883 1. 9/4.8, 1086 1621 - 317. 5 3.9/9.6; 4.8/12 5.5/13.8 6/15 884 1. 9/4.8 1448 2161 3/ 7.5 3.9/9.6', 4.8/12 5.5/13.8 6/15 53 1 122 242 399 106 244 484 799 1045 1307 1726 367 726 1198 1567 1961 2364 2588 968 1598 2089 2614 3151 3451 18 42 95 186 305 85 191 372 610 910 1296 - 286 558 915 1366 1944 - 744 1220 1821 2593 1. 513 1.513 1.714.3 2.8/7 1.5/3 1.5/3 1.7/4.3, 2.817 3.6/9.14.5111.4 6/15 1.5/3 1.7/4.3 2.817 3.6/9.14.5/11.45.51137 6/15 1.7/4.3 2.8/7 3.619.14.5/11.45.5/13.7 6115 103 205 339 89 206 410 677 936 1171 1634 310 615 1016 1404 1757 2147 2450 820 1354 1872 2342 2862 3267 19 81 158 259 72 6 162318 519 774 1102 243 475 778 1181 1653 633 1037 1548 2204 1. 513 1.5/3.8 2.516.3 1.513 1.513 1.51- - -- 3.8 2.5/6.3 3.4I8.84.3/10.8 6/15 1.513 1.513.8 2.5/6.3 3.4I8.64.3110.85.3/13.1 6/15 1.513.8'2.518.3 3.4/8.64.3110.85.3113.1 6/15 88 175 289 75 176 350 579 843 1055 1551 263 525 868 1265 1583 1934 2326 699 1157 1686 2110 2579 3101 20 69 136 222 62 139 271 445 664 945 - 208 407 667 996 1418 543 889 1327 1890 1. 5/3 1.513.4 2.315.6 1.5/3 1.513 1.5/3.4 2.3/5.6 3.318.24.1/10.2. 6/15 1.513 1.513.4 2.315.6 3.318.24.1110.2 5/12.5 6115 1.513.4.2.3/5.6 3.318.24.1110.2 5112.5 6/15 65 130 216 54 130 260 431 649 869 1407 194 390 647 973 1303 1593 2111 520 862 1297 1738 2124 2815 22 52 102 167 48 104 204 334 499 710 157 306 501 748 1065 1461 408 668 997 142D 1948 1. 5/3 15/3 1.9/4.7 1.5/3 1.5/3 34 -- 1. 5/3 1.914.7 2.8/7 3.7/9.3 6115 1.5/3 1.513 1.914.7 2.8/7 3.719.34.5/11.3 6/15 1.5/3 1.9/4.7 2.817 3.7/9.34.5/11.3 6/15 99 164 98 197 329 496 711 1259 146 296 493 744 1066 1334 1889 395 658 992 1422 1779 2518 24 79 129 80 157 257 384 547 - 121 236 386 576 820 1125 314 515 768 1094 1500 1. 5/3 1.6/3.9 1.5/3 1.5/3 1.613.9 2.315.9.3.318.35.9/14. 1.5/3 1.5/3 1.613.9 2.315.9 3.3 / 8.3 4.2 /10.45.9 /14.7 1.513 1.613.9 2.3/5.9 3.318.34.2/10.45.9/14. 76 128 75 153 256 387 555 1069 112 229 383 580 833 1132 1604 305 511 773 1110 1510 2139 26 62 101 63 124 202 302 430 1020 95 185 304 453 645 885 1529 247 405 604 860 1180 2039 1. 5/3 1.513.3 1.5/3' 1.5/3 1.513.3 215 2.8/7.1;5.4/13. 1.5/3 1.5/3 1.513.3, 2/5 2.8/7.1 3.819.6 5.4/13.E 1.513,1.5/3.3' 215 2.8/7.1 3.8/9.65.4/13. 60 101 58 120 202 306 441 919 87 180 303 459 661 914 1378 240 404 612 882 1219 1837 28 49 81 51 99 162 242 344 816 76 148 243 363 517 709 1224 198 324 484 689 945 1633 1. 5/3 1.513 1.513 1.513 1.5/3 1.7/4.3 2.4/6.1 5/12.6 1.513 1.5/3 1.513 1.714.3 2.4/6.1 3.4/8.4 5112.E 1.5/3 . 1.513 1.714.3 2.416.1 3.4/8.4 5/12.6 81 95 161 246 355 797 68 143 242 369 533 738 1196 190 323 492 710 984 1594 30 66 80 132 197 280 664 62 121 198 295 420 576 9961 161 263 393 560 768 1327 1. 5/3 1.513 1.5/3 1.5/3.7 2.1/5.34.7/11. 1.5/3 1.513 1.513 1.5/3.7 2.115.3 2.91Z34.7111. 1.513 1.5/3 1.5/3.7 2.115.3 2.9/7.34.7/11. Total Load values are limited by shear, moment or deflection equal to L/180. Total Load values are the capacity of the beam in addition to its own weight. Live Load values are limited by deflection equal to L1240. Check the local building code for other deflection limits that may apply. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span applications. Span is measured center to center of the supports. Analyze multiple span beams with the BC CALC'software if the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the top edge and applicable compression edges of the beam. Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, such as a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided across the full width of the beam. For 2-ply, 3-ply or 4-ply beams; double, triple or quadruple Allowable Total Load and Allowable Live Load values. Minimum Required Bearing Lengths remain the same for any number of plies. 13/. inch members deeper than 14 inches are to be used as multiple -member beams only. This table was designed to apply to a broad range of applications. It maybe possible to exceed the limitations of this table by analyzing a specific application with the BC CALL" software. VERSA -LAM° Roof Load Tables VERSA -LAM° 2.0 3100 (125% Load Duration) Top Figure Allowable Total Load [plf] KEY TO TABLE Middle Figure Allowable Live Load [plf] Bottom Figures - Minimum Required Bearing Length at End / Intermediate Supports [inches] 1'R' YERSA-LAM®2.0 3100 Doubt 03210.003100 or Triple or Quedrupl 0 3100 or Span 312 VERSA -LAM 2.0 5%" VERSA -LAM 2.0 3100100 7?VE SA -LAM 2 0 3100 ft] 7/." 9Yz" 117/e" 14" 7'/." 9%" 117/." 14" 16" 18" 24" 9'/i' 11%" 14" 16" 18" 20" 24" 11%' 14" 16" 18" 20" 24" 954 1330 1782 2245 1908 2660 3564 4491 5234 5232 5226 3990 5346 6736 7851 7848 7845 7838 7128 8981 10467 10463 1 10459 10451 6 2.2/5.5 3.1/7.64.1110.25.1/12. 2.215.5 3.1/7.64.1110.25.1112.8, 6/15 6/15 6/15 3.1/7.64.1I10.25.1112.9 6/15 6/15 6/15 6/15 75.1112.9 6/15 6/15 6/15 6/15 640 933 1 1225 1511 1279 1867 2449 3022 3611 3919 3913 2800 3674 4532 5417 5879 5876 5870 4899 W43 7222 7838 7834 7826 8 482 965 r 214.9 2.9/7.1 3.8/9.44.6/11. 2/4.9 2.917.1 - 3.819.44.8/11.65.5/13.8 6115 6115 8 - - 2.917.1 38/9.44.6111.85.5/13.8 8/15 6/15 8115 13.8/9.4;4.6/11.65.5/13/15 .8 66115 6115 326 693 932 1138 651 1386 1864 2275 2689 3132 3126 2079 2797 3413 4033 4698 4695 4688 3729 4550 5378 6263 6259 1 6251 10 247 556 494 1111 1667 1. 5/3.1 2.7/6.6,3.6/8.94.4/10. 1.513.1 2.716.6 3.6/8.94AM6.95.2/12.9 6115 6115 2.716,6i3.6/8.94.4/10.95.2/12.9 6/15 6/15 6/15 3.6/8.9;4.4/10.95.2/12.9 6/15 6115 1 6115 244 552 1 833 1012 487 1104 1665 2024 2384 2765 2839 1656 2498 3037 ! 3576 4148 ! 4265 4259 3330 4049 4767 5531 5687 1 5679 11 186 418 815 - 371 835 1631 1253 244E -- 3262 _ - 1. 513 2.315.8'.3.5/8.84.3/10. 1.513 2.3/5.83.518.84.3110.Y5112.85.8114.fi 6/15 2.315.8;35/88;4.3/10.75112.85.8114.® 6/15 6/15 3.5/8.84.3110.75112.8'5.8/14.d 6/1516/15 187 424 733 912 374 848 1465 1823 2141 2475 2601 1272 2198 ! 2735 3211 3713 3907 3901 2931 3647 4281 4951 1 5209 5201 12 143 322 628 286 643 125E - 965 1884 - 2512 1. 513 2/4.9 3.418.4 4.2 /10.!1.513 2/4.9 3.418.44.2/10.54.9/12.35.7/14.3 6115 2/4.9,3.418.44.2/10.54.9/12.35.7/14.3 6/15 6/15 3.4/8.44.2/10.54.9/12.35.7/14.3 6115 6115 146 332 623 829 292 665 1247 1658 1942 2240 2399 997 1870 2487 2913 3360 3604 3598 2494 3316 3884 4480 1 4806 4797 13 112 253 494 810 225 506 988 1619 759 1482 2429 - 1976 3238 3 1.513 1.714.23.1/7.84.1/10. 1.513 1.7142 - - - 3.1/7.84.1/10.44.8/12.1'5.6/14 6/15 1.7/4.23.1/7.84.1110.44.8/12.15.6/14 6/15_6/15 3.1/7.84.1I10. .8/12.15.6/14 8/15 ; 8/15 116 265 521 734 233 530 1043 1467 1777 2046 2226 796 1564 2201 2666 3068 3345 3338 2085 2934 3554 4091 4459 4451 14 90 203 396 648 180 405 791 1296 - - 608 1187 1944 - - - - 1582 2593 1. 513 1.5/3.6 2.817 4/9.9 1.5/3 1.513.6 2.8/7 4/9.9 4.8/12 5.5113.8 6/15 1.513.6 2.817 419.9 4.8/12 5.5/13.8 6/15 6/15 2.817 419.9 4.8/12 5.5113.6 6115 6/15 94 215 423 638 188 429 846 1276 1638 1882 2076 644 1268 1914 2456 2823 3120 3113 1691 2552 3275 3763 1 4159 4151 15 73 165 322 527 146 329 643 1054 1573 494 965 1581 2360 - - - 128E 2108 3148 - 1. 5/3 1.5/3.1 2.5/6.1 3.7/9.2 1.513 1.5/3.1 2.5/6.1 3.7/9.24.7/11.83.4I13.6 6/15 1.513.1 2.5/6.1 3.719.24.7/11.85.4/13.6 6/15 6115 2.516.1 3.7/924.7/11.85.4/13.6 6/15 r 6115 77 176 347 560 153 352 695 1120 1443 1742 1944 528 1042 1680 2165 2613 2923 2917 1389 2240 2887 3484 3897 ! 3889 16 60 136 265 434 121 271 530 868 1296 407 795 1303 1944 - - - 1060 1737 2593 1. 5/3 1.513 2.2/5.4 3.5/8.6 1.5/3 1.513 2.2/5.4 3.5/8.64.4111.15.4113.4 6/15 1.5/3 2.2/5.4'3.518.64.4111.15.4/13.4 6115 6115 2.2/5.4 3.518.64.4/11.15.4113.4, 6/15 6/15 63 146 289 476 127 292 577 , 951 1277 1597 1829 438 866 1427 1915 2395 2749 2743 1154 1902 2553 3193 1 3665 1 3657 17 50 221 362 101 228 442 724 39 2308 884 2161 1131, 513 1.5/3 1.914.8,3.117.8 1.513 1.5/311.9/4.813.1/7.8 4.2110.55.2513.E ___ i_ __8i3108684.2610.5 5.2/13.11 6/15 6/15 19/4.8t3.1/784.2/10.55.2/13.11 6/15 8/15 53 195 244 172E 387 726 1198 1705 2133 2572 2588 2845 3428 3451 18 42 186 305 6 5 191 372 610 910 129E ' 286 558 915 1366 1944 L 1220 1821 2593 1.5/ 3 1.5/3 1.714.3 2.8/7 1.5/3 1.5/3 1.7/4.3 2.8/7 4/9.9 4.9/12.3 6115 1.5/3 1.7/4.3, 2.8/7 419.9 4.9/12.35.9/14.9 6/15 1.7/4.3' 2.817 4/9.9 4.9112.36.9114.9 6/15 103 205 339 89 206 410 677 1016 1275 1634 310 615 1016 1524 1912 2336 2450 820 1354 ! 2032 1 2549 3115 3267 19 81 158 259 72 162 316 519 774 1102 - 243 475 778 1161 1653 2268 - 633 1037 1548 2204 3024 - 1.5/ 3 1.513.8'2.516.3 1.613 1.513 1.5/3.8 2.516.3'3.7/9.34.7111.7 6/15 1.5/3 1.513.8]2.5/6.3 3.7/9.34.7111.75.7/14.3 6115 1.513.8 2.5/6.3 3.7/9.34.7111.75.7/14. 6115 88 175 289 75 176 350 579 869 1149 1551 263 525 868 1303 1723 2105 2326 699 1157 1737 2297 2807 3101 20 69 136 222 62 139 271 445 664 945 208 407 667 996 1418 1944 543 669 1327 1890 2593 1.5/ 3 1.5/3.4 2.3/5.6 1.513 1.513 1.513.4 2.315.6.3.418.44.4111.1 6115 1.513 1.513.4 2.315.6 3.418.44.4/11.15.4113.6 6115 1.5/3.4 2.315.E 3.418.44.4/11.15.4/13.6 6115 65 130 216 54 130 260 431 649 928 1407 194 390 647 973 1393 1735 2111 520 862 1297 1857 2313 2815 22 52 162 167 46 104 204 334 499 710 - 157 306 501 748 1065 1461 408 668 997 1426 1948 1.513 1.513 1.9/4.7 1.5/3 1.5/3 1.5/3 1.9/4.7 2.8/7 4/9.9 6115 1.5/3 1.513 1.914.7 2.817 419.9 4.9/12.3" 6/15 1.513 1.9/4.7 2.817 4/9.9 4.9112.3 6/15 99 164 98 197 329 496 711 1288 146 296 493 744 1066 1453 1932 395 658 992 1422 1937 2576 24 79 129 80 157 257 384 547 121 236 386 576 820 1125 314 515 788 1094 1500 - 1.5/ 3 1.613.9 1.513 1.5/3 1.6/3.9 2.315.9 3.318.3 6/15 1.5/3 1.513 1.6/3.9 2.315.9 3.318.34.5/11.3 6115 1.513 1.6/3.9 2.3/5.9,3.3/8.3;4.5111.3 6115 76 128 75 153 256 387 555 1164 112 229 383 580 833 1150 1747 305 511 773- 1110 1533 2329 26 62 101 63 124 202 302 430 1020 95 185 304 453 845 885 1529 247 405 604 860 1180 r 2039 1.5/ 3 1.5/3.3 1.513 1.5/3 i1.513.31 2/5 2.8/7.15.9/14. i - - 1.5/ 3 1.5/3 ;1.5/3.3 2/5 12,817.1 3.9/9.75.9114. F - 15/ 3 , 1.5/3.3, 2/5 2.817.1 3.9/9.75.9/14. 60 101 58 120 202 306 441 1001 87 180 303 459 661 914 1501 240 404 612 882 1219 1 2001 28 49 81 51 99 162 242 344 816 76 148 243 363 517 709 1224 198 324 484 689 945 1 1633 1.5/ 3 1.513 1.513 1.5/3 1.5/3 1.714.3 2.416.15.5113. 1.5/3 1.513 1,513 1.714.3 2.416.1 3.418.45.5113. 1.5/3 1.513 1.7/4.312.416.1"3.4/8.45.5/13. 81 95 161 246 355 861 68 143 242 369 533 738 1291 190 323 492 710 984 1721 30 66 80 132 197 280 664 62 121 198 295 420 576 996 161 263 393 560 768 1327 1.513 1.5/3 1.5/3 1.5/3.7 21/5.36.1/12. 1.5/3 1.513 1.5/3 1.5/3.7 2.1/5.3 2.9/7.35.1/12. 1.5/3 1.513 1.5/3.7 2.1/5.3 2.9/7.35.1/12. Total Load values are limited by shear, moment or deflection equal to U180. Total Load values are the capacity of the beam in addition to its own weight. Live Load values are limited by deflection equal to L/240. Check the local building code for other deflection limits that may apply. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span applications. Span is measured center to center of the supports. Analyze multiple span beams with the BC CALL° software if the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the top edge and applicable compression edges of the beam. Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, such as a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided across the full width of the beam. For 2- ply, 3-ply or 4-ply beams; double, triple or quadruple Allowable Total Load and Allowable Live Load values. Minimum Required Bearing Lengths remain the same for any number of plies. 13/. inch members deeper than 14 inches are to be used as multiple -member beams only. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALL" software. VERSA -LAM° Allowable Nailing and Design Values Closest Allowable Nail Spacing Nailing VERSA -LAM° & Nailing Parallel to Glue Lines (Narrow Face)I'i Perpendicular VERSA -RIM° to Glue Face) Products VERSA -LAM® 1.4 1800 Rimboard VERSA -LAM® VERSA -LAMS 13W 31/,' & Wider All Products Nail Size O.C. End O.C. End O.C. End O.C. End in] in] in] in] in] in] in] in] 8d Box (0.113"e x 2.5") 3 1'% 2 1 2 2 2 Y2 8d Common (0.131"la x 2.5") 3 2 3 2 2 1 2 1 10d & 12d Box (0.128"e x 3", 3.25') 3 2 3 2 2 1 2 1 16d Box (0.135"e x 3.5') 3 2 3 2 2 1 2 1 10d & 12d Common & 4 3 1 4 3 2 2 2 216dSinker0.148"o x 3" 3.25" 16d Common 0.162"e x 3.5" 6 4 1 6 1 3 2 2 1 2 2 Offset and stagger nail rows from floor sheathing and wall sole plate. Simpson Strong -Tie A35 and LPT4 connectors may be attached to the side VERSA- LAM®/'VERSA-RIM®. Use nails as specified by Simpson Strong -Tie. VERSA -LAM° Design Values Nailing Parallel to Glue Lines Narrow Face) Nailing Perpendicular to Glue Lines (Wide Face) Nailing Notes 1) For 1W thickness and greater, 2 rows of nails (such as for a metal strap) are allowed (use minimum offset between rows and stagger nails). Grade Width in Depth in Weight Ib/ft[lb] Allowable Shear Allowable Moment ft-lb]in' Moment of Inertia Grade Width in Depth in Weight Ib/ft[lb] Allowable Shear Allowable Moment ft-lb]in" Moment of Inertia 0 rn O ^ LU > 1'/2 3%2 1.5 998 776 5.4 1 0 0 Q ofw 1 5'h 5'/4 8.0 5237 6830 63.3 5'/z 2.4 1568 1821 20.8 5'/2 8.4 5486 7457 72.8 7'% 11.0 7232 12566 166.7 7'% 3.2 2066 3069 47.6 9'% 14.1 9227 19908 346.3 0 Mo 04 QJ Of j 1 % 3'/2 1.8 1164 1058 6.3 9'/2 14.5 9476 20937 375.1 5'/ 2.8 1829 2486 24.3 7% 3.7 2411 4189 55.6 11% 17.1 11222 28814 622.9 9% 4.7 3076 6636 115.4 113/8 18.1 11845 31913 732.6 9'/2 4.8 3159 6979 125.0 14 21.3 13965 43552 1200.5 11% 5.7 3741 9605 207.6 16 24.4 15960 56046 1792.0 11% 6.0 3948 10638 244.2 14 7.1 4655 14517 400.2 18 27.4 17955 70011 2551.5 16 8.1 5320 18682 597.3 20 30.4 19950 85428 3500.0 18 9.1 5985 23337 850.5 24 36.5 23940 120549 6048.0 24 12.2 7980 40183 2016.0 7 1 9% 16.6 12303 26544 461.7 31/2 5'/2 5.6 3658 4971 48.5 7% 7.4 4821 8377 111.1 9' 17.1 12635 27916 500.1 9'% 9.4 6151 13272 230.8 11'% 20.2 14963 38419 830.6 9'/2 9.6 6318 13958 250.1 11% 1 21.4 15794 1 42550 976.8 11% 11.4 7481 19210 415.3 14 25.2 18620 58069 1600.7 11'/a 12.1 7897 21275 488.4 16 28.8 21280 74728 2389.3 14 14.2 9310 29035 800.3 1 8 32.4 23940 93348 3402.0 16 16.2 10640 37364 1194.7 18 18.3 11970 46674 1701.0 20 36.0 26600 113904 4666.7 20 20.3 13300 56952 2333.3 24 43.2 131920 160732 1 8064.0 Design Property Grade Modulus of Elasticity Bending Horizontal Shear Tension Parallel to Grain Compression Parallel to Grain Compression Perpendicularto Grain Equivalent Specific Gravity for Fastener Desi n E x 101 si t'I F, si (z)(3) F (si)c2>I4> Ft (psi)(2)(5) F„ (psi)(2) F_L si i'>lel SG) VERSA -LAM" Beams 2.03100 2.0 3100 285 2150 3000 750 0.5 VERSA -LAM® Studs 1.72650 1 1.7 1 2650 285 1650 1 3000 750 0.5 VERSA -LAM® Columns 1.82750 1 1.8 1 2750 285 1825 1 3000 750 0.5 1. This value cannot be adjusted for load duration. 5. Tension value shall be multiplied by a length factor, (4/L)'re where L = 2. This value is based upon a load duration of 100% and may be adjusted for other load durations. member length [ft]. Use L = 4 for members less than four feet long. 3. Fiber stress bending value shall be multiplied by the depth factor, (12/d)' where d = member 6. Stress applied parallel to the gluelines. depth [in]. Design properties are limited to dry conditions of use where the 4. Stress applied perpendicular to the gluelines. maximum moisture content of the material will not exceed 16%. VERSA -LAM° 1.8 2750 Columns C: r Allowable Axial Load (lb) C: 3'/z" X 3'/s" 3%" x 4%" 3Yx" x 51/4" 3'/z" x 5%" 3%" X 7" J 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% 4 15,265 16,750 17,650 19,100 20,950 22,070 22,920 25,150 26,500 24,020 26,350 27,770 30,570 33,545 35,345 5 12,830 13,770 14,320 16,050 17,220 17,910 19,260 20,670 21,505 20,185 21,660 22,530 25,690 27,580 28,680 6 10,580 11,190 11,540 13,240 13,990 14,440 15,890 16,800 17,335 16,645 17,605 18,165 21,190 22,410 23,120 7 8,745 9,160 9,400 10,940 11,460 11,760 13,130 13,760 14,120 13,755 14,410 14,795 17,510 18,350 18,835 8 7,295 7,590 7,765 9,120 9,490 9,710 10,950 11,400 11,660 11,475 11,945 12,215 14,610 15,210 15,555 9 6,155 6,375 6,500 7,700 7,970 8,130 9,245 9,575 9,765 9,685 10,030 10,230 12,330 12,770 13,025 10 5,250 5,415 5,510 6,570 6,770 6,890 7,885 8,135 8,280 8,260 8,525 8,675 10,520 10,850 11,040 11 4,525 4,655 4,730 5,660 5,820 5,910 6,795 6,990 7,100 7,120 7,325 7,440 9,065 9,325 9,475 12 3,935 4,040 4,095 4,920 5,050 5,120 5,910 6,065 6,150 6,195 6,355 6,445 7,885 8,090 8,210 13 3,455 3,535 3,580 4,320 4,420 4,480 5,185 5,310 5,380 5,435 5,565 5,635 6,920 7,080 7,175 14 3,050 3,120 3,155 3,820 3,900 3,950 4,585 4,685 4,740 4,805 4,905 4,965 6,115 6,250 6,325 3'/2" x 71/4" 51/: ' x 51/4' 51/4 ' x 51/2 ' 51/4 ' x 7" 51/4 ' x 71/4 ' 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% 4 31,670 34,750 36,625 5 26,615 28,560 29,705 6 21,950 23,215 23,950 34,355 37,695 39,715 36,010 39,495 41,610 7 18,140 19,005 19,505 30,700 33,170 34,625 32,165 34,750 36,280 8 15,135 15,755 16,110 27,095 28,910 29,975 28,390 30,295 31,405 36,160 38,590 40,000 37,450 39,960 41,420 9 12,770 13,225 13,490 23,815 25,180 25,980 24,950 26,385 27,220 31,770 33,600 34,670 32,910 34,800 35,910 10 10,895 11,240 11,440 20,950 22,005 22,620 21,950 23,060 23,700 27,950 29,360 30,190 28,960 30,420 31,260 11 9,390 9,660 9,810 18,500 19,340 19,820 19,385 20,260 20,770 24,690 25,810 26,450 25,570 26,720 27,400 12 8,170 8,380 8,500 16,420 17,085 17,475 17,200 17,910 18,305 21,910 22,800 23,320 22,690 23,620 24,150 13 7,165 7,335 7,430 14,640 15,185 15,500 15,340 15,910 16,240 19,540 20,270 20,680 20,230 20,990 21,430 14 6,335 6,470 6,550 13,120 13,570 13,830 13,750 14,220 14,490 17,510 18,110 18,460 18,140 18,760 19,110 15 11,820 12,195 12,405 12,385 12,775 13,000 15,770 16,270 16,560 16,330 16,850 17,150 16 10,690 11,005 11,185 11,200 11,530 11,720 14,270 14,690 14,930 14,780 15,210 15.460 17 9,715 9,980 10,135 10,180 10,460 10,620 12,960 13,320 13,520 13,420 13,790 14,010 18 8,860 9,090 9,220 9,285 9,525 9,660 11,820 12,130 12,300 12,250 12,560 12,740 19 8,110 8,310 8,420 8,500 8,705 8,825 10,820 11,090 11,240 11,210 11,480 11,640 20 7,455 7,625 7,720 7,810 7,990 8,090 9,950 10,170 10,300 10,300 10,540 10,670 21 6,870 7,020 7,105 7,195 7,355 7,445 9,170 9,370 9,480 9,490 9,700 9,820 22 Allowable Design Stresses Notes 1) Table assumes that the column is braced at column ends only. Effective Modulus of Elasticity: E = 1.8 x 101 psi column length is equal to actual column length. 2) Allowable loads are based upon one-piece (solid) column members used Bending: Parallel to Gluelines Beam): F, = 2750-(12/d)19 psi in dry service conditions. Contact project's design professional of record or Boise Cascade EWP Engineering for multi -piece column design. Perp to Gluelines Plank): Fb = 2500`(12/d)19 psi 3) Allowable loads are based on an eccentricity value equal to 0.167 Compression Parallel top Grain: F = 3000 psi multiplied by either the column thickness or width (worst case). cii 4) Allowable loads are based on axial loaded columns using the design Compression Perpendicular to Grain: provisions of the National Design Specification for Wood Construction NDS), 2005 edition. For side or other combined bending and axial Parallel to Gluelines Beam): F 11 = 750 psi loads, see provisions of NDS, 2005 edition. 5) Load values are not shown for short lengths due to loads exceeding Perp to Gluelines (Plank): F_ L = 450 psi common connector capacities. Load values are not shown for longer lengths if the controlling slenderness ratio exceeds 50 (per NDS). Tension Parallel to Grain: Ft = 1650 psi 6) Lateral loads (wind loading) are not considered in this table. VERSA -STUD° 1.7 2650 Allowable Design Values Compression Modulus of Horizontal Bending Parallel to Grain Elasticity Shear Product Fb [psi] Fc [psi] E [psi] F [psi] VERSA-STUD®1.7 2650 2650 3000 1,700,000 285 Spruce Pine Fir (North) # 1 / 2 Grade 875 1150 1,400,000 135 Hem -Fir # 2 Grade 850 1300 1,300,000 150 Western Woods # 2 Grade 1 675 1 900 1 1,000,000 1 135 Notes: Design values are for loads applied to the narrow face of the studs. Repetitive member and size factors have not been applied. Dimension lumber values taken from from 2012 NDS Supplement: For further design information, please see VERSA -STUD 1.7 2650 Design Values for Wood Construction (per 2012 IBC/IRC). Eastern Tall Wall Guide. Computer Software FRAMER ° ` •• - New BC FRAMER® represents a huge technological leap L to help you improve the efficiency and profitability of your engineered wood products business. Boise Cascade will provide you what we believe is now the industry's best design software, offering far greater productivity than even our current version of BC FRAMER®. This new software package will help your design department work faster and accomplish more. You don't get paid to do drawings, but at least now you can do them in less time, and better. Shrink design time with BC FRAMER® model sharing. Save time & prevent mistakes with best -in -industry file integration. Experience the efficiencies of BC FRAMER® whole house modeling. Draw floor and wall plans simultaneously with BC FRAMER®: Check the plan every possible way with BC FRAMER'S full 3-D viewer. Create a master plan and multiple options that can be quickly selected and exported to a plot -specific file in a few minutes — a fraction of the time it could have taken in the past. Information can also be obtained at 1-800-405-5969 or email us at EWPSupport@BC.com. BC CALC® Sizing Software BC CALC® is simple to use, yet robust enough to analyze most all joist, beam, and column applications. Once an analysis is run, the user may print an easy -to -read design report that displays the span and load information with the analysis results. BC COLUMN® has now been merged into BC CALC®, allowing the sizing of joists, beams, rafters, columns, and studs all in one convenient program. In addition to BCI® & AJS® Joists, VERSA -LAM®, and BOISE GLULAM®, BC CALC® also offers the analysis of solid sawn lumber and timber members. Thus BC CALC' is the only program needed to analyze structural wood members. t a a S. tr+.* !~ L— 0-1. S. 0ip8 ! B ite9 _* A 90.4&4•4i dt dO WO if I faLL:'iPIK4i1 ___ _. i N+If 79•o+•• n.ril lr•s.r M•,r l rf t!=rlyfrA'IP I' Cw,rw/YIr.A r s>eauiw TOC.a1N f d tr i t.p tr.•Iorl . alr r a.rtn..0 II rr<J.i»l.f4• • r- 1•r••r ins. ra l•!N•O.i YNM U5l 1•••.tYJU wrow. ihr n rpry. 71STP•111t.. r. 1W. W30"N UN, v )VrA71 )ICO H:1•rT L)IYA M rsalo/lbf. R f1gM••RM IT brp`.•pM 1 rp,r It•!iwww.r.M i•r.,nM A.. C fr.r.l,C r. lrAolm Y, >r of w•..ar.m:... .. o.. rN. • •(. »a• o-. 4w ), t w 11 -Z s :lam' BC CALC` Jr Analysis for Engineered Wood Products IIIIIIII11 11_ H RECOMMENDED HARDWARE CPU: Quad Core 64 bit Processor L2 Cache: 3MB/Core RAM:8.OGB Video: Full support for DirectX 9; Single monitors, 1280x1024 512MB; Dual monitor, 1280x1024 1GB Minimum 1024768) Operating Systems: Windows® 7 or 8.1 (Professional Edition 64-bit) Actual specifications vary by user and will be assessed prior to installation. -14, Give Us a Try Boise Cascade has provided BC CALC® free of charge to the design community since 1994. COMPUTER REQUIREMENTS PC with any current version of MS Windows®, along with an internet connection. For questions regarding BC CALC®, call 1-800-405-5969 or email EWPSupport@BC.com. To Download BC CALC US, https://www.bcconnect.com/bcdeployer/index.htm II.aaM lrw/O•n. UbR+., ••••• rM 1M W. tr. !• u.r• F, lei (II•r1 •:1)f:) 1 W bl..r.If M t` M.41fllriBt -emu um Y t•, d.." k Lrrr a.. Mon7• to tws a?'w rJ :• I•» . ollµb..•. Ia•1 •..• osn ro••rYN.... s. r>••, .. fs. JMDM 4.01. Kr` !!9 •. I r• 1•.IGrI lr>1 ' .-- ). K wa l I AI. .W r..••.a•rf ..Y/.II 1. 1.• Iw r rro..uMr• •r.. E<ItIH.I A IA A. 1 r4Af) • •+.a.. r•...f fr. r .r O. Ka. t•Iwwr r..r. s. an.•I•ww.n r. uao. ssr..»•a- K ». xYt• I • • rr .: p.» : a;. a' ate.. :!: .. c..y of rrr arN. •rr,aM.r •...r.v. w u. r,n. r l r.r ror.sr.wr. rgr.' 1rGYM.tMllrr.. Mf4.WtM f•..!MI.'1 IIfMlyrr.lr riYIAOO.w+wl` W riaaa Mr.' n11.v0•.HI.'Y'.+r.f4 n.r f•!.uR A'Ma•-..'4• C(•!{ KRarAt..bP r aar tiWbl. ra a.K..c.- 6.yr w. aoa.r• !MlIIu.MR• 14•f a.. 511rNwCcs1^ rAwi.t ti Mlfr..'Y [.W DraP n•4vYrF•Rnl....w Wv10NwM.'wha It At. 4.r.••a It At. Krw••.• r ++w.rAww..• A..+» K..a•MII•lol. i. lA(I.M 1«.r I . Framing Connectors - Simpson Strong -Tie I" I ITS US SUR/L Joist BCIe Hanger Capacity Nai in Joist BCIe Hanger Capacity ailing Joist BCIe Hanger Capacity ai in Depth bs Header oist Depth bs Hader Joist De th bs ea r oist 4500s ITS1.81/9.5 993 6-10d I 4500s IUS1.81/9.5 950 1 8-10d 4500s SUR/1-1.8119 1081 12-16d 2-10dx1'h" 9,/z, 5000s ITS2.06/9.5 993 6-1Od 9h„ 5000s IUS2.06/9.5 950 8-10d 9,h„ SOOOs SUR/L2.0619 1097 14-16d 2-tOdx1'h" 6000s ITS2.37/9.5 1225 6-10d 6000s IUS2.37/9.5 950 8-10d 6000s SUR/L2.37/9 1343 14-16d 2-l0dxlW. 6500s ITS2.56/9.5 1225 6-10d 6500s IUS2.56/9.5 950 8-1Od 6500s SUR/L2.56/9 1343 14-16d 2-10dx1%" 4500s ITS1.81/11.88 1068 6-10d 4500s IUS1.81/11.88 1185 10-10d 4500s SUR/1-1.81/11 1306 16-16d 2-10dxl'/22" 5000s ITS2.06/11.88 1068 6-10d 5000s IUS2.06/11.88 1185 10-10d 5000s SUR/L2.06/11 1350 16-16d 2-10dxl'/22" 6000s ITS2.37/11.88 1237 6-10d 11 e" 6000s IUS2.37/11.88 1185 10-10d 11,/e, 60005 SUR/L2.37/11 1385 16-16d _2-10dxl'h" 6500s ITS2.56/11.88 1237 6-10d 6500s IUS2.56/11.88 1185 10-10d 6500s SUR/L2.56/11 1385 16-16d 2-10dxl'h" 605 ITS2.37/11.88 1237 6-10d 60s IUS2.37/11.88 1185 10-10d 60s SUR/L2.37111 1385 16-16d 2-10dx1'h" 90s ITS3.56/11.88 1518 6-10d 90s IUS3.56/11.88 1420 12-10d I 90s SUR.rL410 1906 14-16d I 2-10dxl'/1' 4500s ITS1.81/14 1075 6-10d 4500s IUS1.81/14_ 1420 12-1Od 4500s SUR/L1.81/14 1675 20-16d 2-10dxl'/2" 5000s ITS2.06/14 1081 6-10d 500_Os IUS2.06/14 1420 12-10d 5000s SUR/L2.06111 1693 18-16d 2-10dxV/1' 14" 6000s ITS2.37/14 1262 6-10d 14„ 6000s IUS2.37/14 1420 12-1Od 141, 6000s SUR/L2.37/14 1693 18-16d 2-10dxl'h" 6500s ITS2.56/14 1 1262 6-1Od 6500s IUS2.56/14 1420 12-1Od 6500s SURI/L2.56/14 1693 18-16d 2-10dW/2" 60s ITS2.37/14 1 1262 6-10d 60s IUS2.37/14 1420 12-1Od 60s SUR/L2.37/14 1693 1 18-16d 2-10dxl'h" 90s ITS3.56/14 1520 6-10d 90s IUS3.56/14 1420 12-1Od 905 SURiL414 2050 18-16d 2-10dx1'h" 4500s ITS1.81/16 1081 6-10d 4500s IUS1.81/16 1660 14-10d 4500s SUR,'L1.81/14 1887 20-16d 2-1061'A" 5000s ITS2.06/16 1087 6-10d 5000s IUS2.06/16 1660 14-10d 5000s SUR;L2.06/11 1920 18-16d 2-10dx1%" 16" 6000s ITS2.37I16 1268 6-10d 16„ 6000s IUS2.37/16 1660 14-10d 16„ 6000s SURIL2.37/14 1920 18-16d 2-10dxl1,V6500sITS2.56/16 1268 6-1Od 6500s IUS2.56/16 1660 14-1Od 6500s SUR1;12.56i14 1920 18-16d 2-10dx1'h" 60s ITS2.37116 1268 6-10d 60s IUS2.37/16 1660 14-10d 60s SUR,rL2.37/f4 1920 18-16d 2-10dx1'A 90s ITS3.56/16 1520 6-10d I 90s IUS3.56/16 1425 14-10d 90s SURIL414 2250 18-16d 2-10dx1'h" Double Joist.p Flange Double s MIT VB U / HU MIU LSSU Joist BCIe Hanger Capacity ailino Joist BCIe Hanger CapacityNailing..Joist BCIe Hanger Ca acit Nailina llbsl .-Header Joist IlDepthof p y Headerl Joist 4500s MIT49.5 230 8-16d 2-1 xi 4500s MIU3.569 2305 16-16d I 2-10dx1A" 4500s LSSU125 995 9-10d 7-10dxl'h" 91/2„ 5000s MIT4.1219.5 2305 8-16d 2-102 1' 5000s MIU4.12'9 2305 16-16d 2-10dx1A" 5000s LSSU2.06 995 9-10d 7-l0dxl%' 6000s MIT359.5-2 2305 8-16d 2-1Odx1'h" 9 6000s MIU4.7519 2305 16-16d 2440dxl'W 9h 6000s LSSU135 995 9-10d 7-10dxl'h" 6500s M/T39.5.2 2305 8-16d 2-10dxl'/2" 6500s MIU5.12'9 2305 16-16d 2-10dx1'h" 6500s LSSUH310 1425 14-1Od 7-10dxl'A" 4500s MIT411.88 2305 8-16d 2-10dx1'h" 4500s MIU3.56 11 2880 20-16d 2-10dx1%" 4500s LSSU125 995 9-10d 7-1061 f" 5000s MIT4.1211.88 2305 8-16d 2-10dxl'/2" 5000s M/U4.12;11 2880 20-16d 2-10dx1h" SOOOs LSSU2.06 995 9-10d 7-10dz156" 6000s MIT3511.88.2 2305 8-16d 2-10dxl'h" 6000s MIU475/11 2880 20-16d 2-10dxl'h" 6000s LSSUl35 995 9-10d 7-10dx1h11h6500sMIT311.88-2 2305 8-16d 2-10dx1h" 11/° 6500s MIU5.12(11 2880 20-16d 2-10dx1h" ' „ 60s MIT3511.88-2 2305 8-16d 2-10dx1S' 60s MIU4.75/11 2600 20-16d 2-10dx1S5" 11/. 65005 LSSUH310 1475 14-10d 7-10dx1'h" 90s I B7.1211.88 3800 14-16d 2-10dx1h" 90s HU412-2 3275 22-16d 2-10dx1%" 60s LSSU135 995 9-10d 7-10dxl'/2" 4500s MIT414 2305 8-16d 2-10dxl'A" 4500s M/U3.56;14 3170 22-16d I 2-10dx1h" 90s LSSU410 1625 14-10d 12-10dx1;4 5000s MIT4.12114 2305 8-16d 2-10dx1%" 5000S MIU4.12,14 3170 22-16d Mmill,, 4500s LSSU125 995 9-10d 7-10dxtS' 14" 6000s MIT3514-2 2305 8-16d 2-10dxl'A" 14„ 6000s M/U4.75/14 3170 22-16d 5000s LSSU2.06 995 9-10d 7-10dxl'W' 6500s MIT314-1 2305 8-16d 2-10dx1'fe" 6500s MIU5.12,14 3170 22-16d 6000s LSSUl35 995 9-10d 7-10dxl'S' 60s MIT3514-2 2305 8-16d 2-10dxl'A' 60s MII Id 75/1A 97nn 99-1m 14" 605 MIT4.75/16 2305 8-16d 2-tOdx1 h" 60s MIU4.75/16 2725 24-16d 2-10dx1'h" !+7 Ifj 1+Z J \` For more information. 90s 87.12H6 3800 14-t6d 2-10dx1Y:" 90s HU414-2 3780 26-16d 2-10dx1f2" I call Simpson Strang -Tie ConnectorAdjat1-800-999-5099ustableHeightJoistHangerVariablePitchJoist or visit their website at commacirons www.strongtie.com General Notes Bold Italic hangers require web stiffeners. Capacities will vary with different nailing criteria and/or support conditions; contact supplier or Simpson Strong -Tie for further n information. THAI VPA Capacity values shown are either hanger capacity values Joist ® apacity n Joist s apacity Ffastener (see support requirements below) or BCIe Joist end reaction e th BCI Hanger s Header Joist th BCI Hanger bs To Plate Rafter capadtles- whicheverisless. 4500s THAT f.31/22 1181 6-10d 2-10dxl'A" 4500s LSSU125 995 9-10d 7-10dxl'h" All capacity values are downward loads at 100%load duration. Use sloped seat hangers and beveled web stiffeners when 91A„ 5000s THA1206,22 1181 6-10d 2-10dxl'A" 91h„ 5000s LSSU2.06 995 9-10d 7-10dx1'h" BCI• Joist slope exceeds '''A"per foot. 6000s THA13522 1393 6-10d 2-10dxl'h" 6000s LSSU135 995 9-10d 7-10dx1 h" Leave'h°" clearance (M.." maximum) between the end of the 6500s THA1322 1393 6-10d 2-10dxl'h" 6500s LSSUH310 1425 14-10d 7-10dx1'h" supported joist and the head of the hanger. 4500s THA11.81;72 1443 6-10d 2-10dx1'h" 4500s LSSU125 995 9-10d 7-10dx1 4" At max design capacity shown, hangers may exceed standard M.." deflection by Iiin". 5000s THAl2.06;22 1443 6-10d 2-10dx1'h" 5000s LSSU2.06 995 9-10d 7-10dxl%" For proper installation of the VPA, the 2-10dx1 h" joist nails 6000s THA13522 1443 6-10d 2-10dx1'h" 6000s LSSU135 995 9-10d 7-10dxl'/V through the bend tabs must be installed at approximately a 11 h 6500s THAI322 1443 6-1Od 2-10dxl h" 11 6500s LSSUH310 1475 14-10d 7-10dxl''A" 45-degree angle. 60s THA13522 1443 6-1Od 2-10dx1'h" 605 LSSU135 995 1 9-10d I 7-10dxl%." Support Requirements 90S THA1421 1715 6-10d 2-10dxl'h" 90s LSSU410 1625 14-1 Od 12-1 Odxl'A" Support material assumed to be Boise Cascade structural 4500s THAI1.81;12 1600 6-10d 2-10dxt14' 4500s LSSU125 _ 9959-10d 7-10dx1'r4" hcomposite lumber or sawn lumber (Douglas fir or southern 5000s THA/2.06,21 1600 6-10d 2-10dx1'h" 5000s LSSU2.06 995 9-10d 7-10dx1'h" pine species). 6000s THA13522 1600 6-10d 2-10dx1'h" 6000s LSSU135 995 9-10d 7-10dxl h" animum support width for single -and double -joist top mount 14' 14 hangers is 3". 6500s THAI322 1600 6-10d 2-10dx1'h" 65005 LSSUH310 1600 14-10d 7_1061 f2" Minimum support width for face mount hangers with 10d and 60s THA13522 1600 6-10d 2-10dxl'A" 60s LSSU135 995 9-10d 7-1Odx1'h" 16d nails is 1°/." and 2", respectively. 90s THA1422 1715 1 6-10d 2-lOdxl h" 90s I LSSU410 1625 14-10d 12-10dx11r4' Framing Connectors - USP Structural Connectors THO I TFL THE SKH Joist gCl° Hanger Capacity Nailin Joist BCI6 Hanger Capacity NailingJoist BCIe Hanger Capacity Nailin Depth bs Header Joist Depth bs Header Joist Depth bs Header Joist 4500s TH017950 993 6 10d 2 1Odx1A" 4500s THF17925 910 8 10d 2 10dx1h" 4500s SKH1720LIR 1153 14 10d 10 10dx1h" 91W 5000s TFL2095 993 6 10d 2 1Odx1'/V 9h„ 5000s THF20925 910 8 10d 2 10dx1h" 9h„ 5000s SKH2O2OLIR 1153 14 10d 10 10dx1h" 6000s TFL2395 1225 6 10d 2 10dxl'A" 6000s THF23925 1275 12 10d 2 10dx1h" 6000s SKH2320L/R 1384 14 10d lO tOdxlh" 6500s TFL2595 1225 6 10d 2 10dxl'/." 6500s THF26925 1275 12 10d 2 10dxl%" 6500s SKH252OLIR 1384 14 10d 10 10dxl'/2" 4500s TH017118 1068 (6)10d 2 10dxl'A" 4500s THF17112 910 8 10d 2 1Odxl'A" 4500s SKH1720LIR 1434 16 10d 10 10dx1h" 5000s TFL20118 1068 (6)10d 2 10dx1h" 5000s THF20112 910 8 10d 2 10dxth" SOOOs SKH2O2OLIR 1434 16 10d 10 10dxl%" 6000s TFL23118 1237 (6)10d 2 10dx1h" 6000s THF23118 1300 14 10d 2 10dxth" 6000s SKH232OL/R 1434 16 10d 10 1OW " 11A 6500s TFL25118 1237 6 tOd 2 10dxl''W 11/D 6500s THF26112 1300 14 10d 2 10dxl'h" 11A 6500s SKH252OL/R 1 1434 16 10d 10 1Odxl'h" 60s TFL23118 1237 (6)10d 2 10dxl'A" 60s THF23118 1300 14 10d 2 10dx1'h" 60s SKH232OL/R 1434 16 10d 10 10dx1h" 90s TH035118 1589 10 10d 210dxt11" 90s I THF35112 1612 16 10d 210dxl'W 90s SKH41OLIR 1 000 16 16d 10 16d 4500s TFL1714 1325 6 10d 2 1Odxl'A" 4500sl THF17140 1075 12 10d 2 1Odx1112" 4500s SKH1724LIR 1562 16 10d 10 10dxl'A" 5000s TFL2014 1081 (6)10d 2 10dxth" 5000s THF20140 1081 12 10d 2 10dx1h" 5000s SKH2O24LIR 1562 16 10d 10 10dxl'/," 14" 6000s TFL2314 1262 6 10d 2 10dx1h" 14„ 6000s THF23140 1350 18 10d 2 1OW W" 6000S SKH2324L/R 1562 16 10d 10 10dx1h" 5500s TFL2514 1262 6 10d 210dx1h" 6500s THF26140 1350 18 10d 210dx1h" 14 6500s SKH2524LIR 1562 16 10d 1010dx1h" 60s TFL2314 1262 6 10d 2 l0dxlh" 60s THF23140 1350 18 10d 2 10dxlh" 60s SKH2324L/R 1562 16 10d 10 1Odx1h" 90s TH035140 1625 12 10d 2 1Odx1h" 90s THF35140 1650 20 10d 2 10dx1h" 90s SKH414LIR 2050 22 16d 10 16d 4500s TFL1716 1081 (6)10d 2 /:1Odx1'" 4500s THF17157 1475 24 10d 2 10dxlW' 4500s SKH1724LIR 1690 16 10d 10 10dxl'/1' SOOOs TFL2016 1087 (6)10d 2 10dxl'h" 5000s THF20157 1465 24 10d 2 10dxth" 5000s SKH2O24LIR 1562 16 10d 10 1Odxl'A" 16" 6000s TFL2316 1268 (6)10d 2 10dxl'h" 16„ 6000s THF23160 1362 22 10d 2 10dxth" 16„ 6000s SKH2324UR 1690 16 10d 10 10dx1h" 6500s TFL2516 1268 (6)10d 2 l0dx1h" 6500s THF26160 1362 22 10d 2 10dx1h" 6500s SKH2524L/R 1690 16 10d 10 10dx1h" 6os TFL2316 1268 6 10d 2 0dx1h"60sTHF23160 1362 22 10d 2 10dx1h" 60s SKH2324UR 1690 16 10d 10 10dx1h" 1660 12 10d 2 Odxlh" 90s THF35157 1687 22 10d 2 10dx1h" 90s SKH414LIR 2250 22 16dI (101 16d Double Joist - Top Flange Double Joist - Face Mount Field Slope and Skew Joist Hanger THO Double BPH THE Double HD LSSH Joist gCl Hangar Capacity Joist BCI° Hanger Capacity li Joist gCle Hanger Capacity i' Depthis De th Joist e t Headerl Joist 4500sl TH035950 2050 10 10d 2 10dxl%' 4500s THF35925 1370 12 10d 2 10dx1h" 45 sLSSH179 1401' " 5000s TH020950-2 2330 10 16d 6 10d 5000s THF20925-2 1390 12 10d 6 10d g,/" 5000s 14 7 d l'' 9h 6000s TH023950-2 2825 10 16d 6 10d 9A 6000s THF23925-2 1625 14 10d 6 1Od 6000s LSSH23 1140 7 %" 6500s TH025950.2 2825 10 16d (6)10d 6500s THF25925-2 1390 12 10d 6 10d 6500s L 25 1412 10 10d 7 10dxl 4500s L 11179 1140 10 10d 7 1odx1 4500s TH035118 2050 10 10d 2 10dx1h" 4500s THF35112 1825 16 10d 2 10dx1h" 5000s LS H2O 1140 0 10d 7 Odx1h" 5000s TH020118-2 2330 10 16d (6)10d 5000s THF20112.2 1855 16 10d 6 10d 6ii L H23 1140 10 10d 7 Odxt"' 6000s TH023118-2 2925 10 16d 6 10d 6000s THF23118-2 1855 (16) 10d, 6 10d 11/° 5 0 14 10 1 d 0 "' 6500s TH025118-2 2925 10 16d 6 10d 11/B 6500s THF25118-2 1855 16 10d (6)10d 4 1 ;1"' 60s TH023118.2 3212 10 16d (6)10d 60s THF23118-2 1855 16 10d (6)10d 90s 1 " d 1' 90s BPH71118 3455 10 16d 6 10d 90S HD7120 2255 16 16d (6)10d 4500s LSSH179 14 1 7 1"' 4500s TH 035140 2315 12 10d 2 10dxl/i' 4500s THF35140 2320 16 10d 2 10dx1%" 500 0 1140 1 1%" 5000s TH020140-2 2330 10 16d 6 1Od 5000s THF20140-2 2320 20 10d 6 10d 14" 6000s 1675 10 10d 7 10dx1'" 6500si&7 1675 10 tOd 7 10dx1'/," 14" 6000s TH023140-2 3350 12 16d 6 1Od 14„ 6000s THF23140-2 2540 20 10d 6 1Od 60s 1140 14 16d 12 10dx1'a' 6500s TH025140-2 3350 12 16d (6)10d 6500s THF25140.2 2500 20 10d 6 1Od 90S 1920 14 16d 12 1Odxl'A" 60s TH023140-2 3535 12 16d (6)10d 60s THF23140-2 2540 20 10d 6 10d 4500s1140 10 90s BPH7114 3455 10 16d (6)10d 90S HD7140 2820 20 16d 8 10d 5000s LSSH20 1140 10110di ;1"' 4500s TH035180 2359 12 10d 2 tOdxlh" 4500s THF17157-2 2425 22 10d 2 10dx1h" 16" 60 Os 1 7 0 " 5000s TH020160-2 2330 10 16d 6 10d 5000S 6600 1825 1 605 1140 4 1 I 1 0 1 16" 6000s TH023160-2 3137 12 16d 6 10d 16„ 6000s THF23160.2 3050 24 10d 6 10d 6500s TH025160-2 3137 12 16d 6 10d 6500s HF25180-2 3000 24 10d (6)10d 6Os TH023160.2 3535 Ill2 16d 6 10d 60s THF23160-2 3050 24 10d 6 10d ' U S P For more information, 90s BPH7Ila 3455 10 16d 6 10d 90s HD7160 3385 24 16d 8 1Dd STRUCTURAL contact AdjustableHanger Variable Pitch Joist ° CONNECTORS* USP Structural Connectors at 1-800-328-5934 or General Notes www.uspconnectors.com Bold Italic hangers required web stiffeners. Capacities will vary with different nailing criteria and/or MSH TMP support conditions: contact supplier or USP Structural Joist BCI® Hanger Capacity ailing Joist BCI® Hanger Capacity Fastener Connectors for further information. Depth bs Header Joist De th I s Too Plate I Rafter Capacity values shown are either hanger capacity values 4500s 4500s TMP175 1125 (6)10d 4 1 Odx1 h" (see support requirements below) or BCI® Joist end 9%„ 5000s 9,A„ 5000s TMP21 1125 6 10d 4 10dx1 /' reaction capacities — whichever is less. 6000s 6000s TMP23 137 6 10d 4 10dx1' " All capacity values are downward loads at 100% load6500s6500sTMP251375610d410dx1h" duration. 4500s 4500s TMP175 1150 6 10d 4 1 Odx1 W" Use sloped seat hangers and beveled web stiffeners when5000S5000sTMP211290610d410dx1"' SCIO Joist slope exceeds'/." per foot. 11 ; 6000s M H2322 1431 (6)10d 4 1 Odxl h" 11Y°" 6000s TMP23 1425 6 10d 4 10dxth" Leave'/,°" clearance ('/°" maximum) between the end of6500sMH3221431610d410dxl'i' 6500s TMP25 1425 6 10d 410dx1'/:" 60s MSH2322 1431 6 10d 4 10dx1 h" 60s TMP23 1425 6 10d 4 10dx1 h" the supported joist and the head of the hanger. 90s MSH422 1862 6 10d 6 10d 90s TMP4 1800 6 10d 4 10dx1 h" For BCI1 Joist applications, consult USP for capacity 4500s M H1722 1550 6 10d 410dxl' " 4500s TMP175 1150 6 10d 4 10dx1h" reduction. 5000s 5000s TMP21 1290 6 10d 410dx1h" Support Requirements 6000s MSH2322 1550 6 10d 4 10dxl h" 6000s TMP23 1525 6 10d 4 10dx1 /z' Support material assumed to be Boise Cascade146500sMH3221550610d410dx1h" 14 6500s TMP25 1525 6 10d 4 10dx1h" pp 60s MSH2322 1550 (6)10d 410dx1"' 60s TMP23 1525 (6)10d 410dxlh" structural composite lumber or sawn lumber 90S 90s TMP4 1850 6 1L10dxl'/2"'/2" (Douglas fir or southern pine species). 4500s M H1722 1668 6 10d 4 10dx1 h" 4500s TMP175 1150 6 1h.Minimum support width for single -and double -joist top 5000s ---- - 5000s TMP 1 1290 6 11' " mount hangers is 3": (1h" for THO hangers). 16„ 6000sM H23221666 10d 4 10dx1h" 6000s TMP23 1550 6 1h" Minimum support width for face mount hangers with 10d 6500s MSH322 1668 6 10d 4 10dx1h" 16 6500s TMP25 1550 6 11h" and 16d nails is lIW' and 2", respectively. 6 M H2322 1712 6 10d 4 10dx1'h" 60s TMP23 1550 6 1l'i' 90s 90 T P4 1 00 6 ' " Boise Cascade has a proven track record of providing quality wood products and a nationwide building materials distribution network for our customers, helping them to enhance their own businesses. Boise Cascade Engineered Wood Products build better homes with stronger, stiffer floors using only wood purchased in compliance with a number of green building programs. Take a moment to view our sustainability certification site at http://www.bc.com/ sustainability/certification-audits/ or view our green brochure at www.bc.com/instl1. illli Lifetime Guaranteed 11111 Quality and Performance Boise Cascade Engineered Wood Products throughout North America can now be ordered FSC11 Chain -of -Custody (COC) certified, enabling homebuilders to achieve LEEDO points under U.S. Green Building Council® residential and commercial green building programs including LEED for Homes Si and LEED for New Construction. Boise Cascade Engineered Wood Products are available as PEFCO Chain - of -Custody certified, SFI® Chain -of -Custody certified and SFI Fiber -Sourcing certified, as well as NAHB Research Center Green Approved, enabling homebuilders to also obtain green building points through the National Green Building Standard. Boise Cascade warrants its BCI° Joist, VERSA -LAM®, and ALLJOIST° products to comply with our specifications, to be free from defects in material and workmanship, and to meet or exceed our performance specifications for the normal and expected life of the structure when correctly stored, installed and used according to our Installation Guide. T in doubt, ask! orthe closest e Cascade EWP utor/support center, call 41-800-232-0788, BOISE CASCADE, TREE -IN -A -CIRCLE, BCI, BC CALC, BC COLUMN, BC FRAMER, BOISE CASCADE RIM BOARD, BOISE GLULAM, SIMPLE FRAMING SYSTEM, VERSA -LAM, VERSA -RIM, VERSA -STRAND, and VERSA -STUD are trademarks of Boise Cascade Company or its affiliates. Your Dealer is: If no dealer is listed, call 1-800-232-0788 For information about Boise Cascade Engineered Wood Products, including sales terms and conditions, warranties and disclaimers, visit our website at www.BCewp.com Boise Cascade Engineered Wood Products Great products are only the beginning: Copyright © Boise Cascade Wood Products, L.L.C. 2014 ESG 0810412015 1/2/2018 Florida Building Code Online Business 8 Profe-ssional Regulation BCIS Home Log In , User Registration Hot Topics ' Submit Surcharge Stats A Facts I Publications FBC Staff BCIS Site Map I Unks I Sear. Prr Product Approval IUSER: Public Useri: a= Product Approval Menu > Product or Application Search > eppJjcatjQpList > Application Detail FL # FL15036- R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer - Therma-Tru Corporation Address/Phone/ Email 118 Industrial Drive Edgerton, OH 43517 419)298- 1740 ric:kw@rwbidgconsultants. com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/ Email Quality Assurance Representative Address/Phone/ Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv (b) Equivalency of Standards.odf https:/twww. floridabuilding.org/pr/pr app_dtl.aspx 1/3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL !i Model, Number or Name 15036.1 1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 1 e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any f. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes, Impact Resistant: No Design Pressure: N/A Other: See INST 15036.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FLIS036 R2 II (a) Inst 15036.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 15036.1.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FLIS036 R2 11 (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 15036.2.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with;'Non- Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FLIS036 R2 II (a) In 150363.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 15036.3.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FLlS036 R2 11 (a) Inst 15036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 15036.4.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FL15036 R2 If (a) Inst 15036.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Parry: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 15036.5.odf 8'0 "Non -impact" Opaque Single Fiberglass Door - Outswing / Installation Instructions FLIS036 R2 11 (a) lnst 15036.6.odf Verified By. Lyndon F. Schmidt, P.E. 43409, Created by Independent Third Party: Yes; Evaluation Reports Created by independent Third Party: Yes: 1/2/2018 15036.7 g. ClassicCraft Fiberglass Door WO "Non -impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 If (a) Inst 15036.7.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 15036.7 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 1S036.7. a additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door WO "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.8.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 15036.8 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.8.pdf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 25036.9 1. ClassicCraft Fiberglass Door WO "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.9.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 15036.9 for Design Pressure Ratings, any FL15036 R2 AE fa) Eval 15036.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraft Fiberglass Door WO "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.I0.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 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.10.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. The State of Florida Is an WEED employer. Qavriaht 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 sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licem under Chapter 455, F.S., please dick h2M. Product Approval Accepts: M®P-M E3 O Credit Card Safe https:/hvww.floridabuilding.org/pr/pr_app_dli.aspx 3/3 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate orAuthoriration No.9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6lh Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing. FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a AT167508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.6 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 11 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hides, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. lilitttt11111 Signed & Sealed by CiiIM/ o Lyndon F. Schmidt, P.E. v' • • G .... V "..' 1i No 43409 9 •• STATE OF ' V? 0. P ••. O N Ai Lyndon F. Schmidt. P.E. FL PE No. 43409 10/16/2017 THERMANTRUDOORS Classic -Craft. FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES i. This product has been evaluated and is to compliance with the 6th Edition )2017) Ronda Budding Code FBC) structural requirements including the "High Velocity Hurricane Zone" )HVHZ). 2. Product anchors sholl be as fisted and spaced as shown on details. Anchor embedment to base material shod be beyond wad dressing or stucco. 3. When used in the'HVHr 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'HVHr requiring wind bome debris protection this product Is required to be protected with on impact resistant covering that complies with FBC Sections 16D9.1.2 S R301.2.1.2. S. For 2x stud framing construction, onchortng of these units shod be the some as that shown for N buck mosonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal SIR item #39 under active doors meet water infiltration requirements for "HVHr. S. Inswing configurations and outswing configurations using $ill items 131 6 433 under the active door do not meet the water infiltration requirements for the'HVHr. Inswing units shad be installed rin the WHr) only in nor,hobitoble areas or at habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill 4 less than 45 degrees. TAKE OF CONTENTS SHEET I DESCRI WN 1 Typical elevation, design pressures a general notes 2 Door pone) detods 3 Horhontol cross sections 4 Ventral DOSS sections 5 suck and frame anchoring . 2X buck mOWM construction 6 Frome anchoring -1 X buck moson y construction 7 BA of Materials a Components 37.5 MAX. OVERALL WIDTH Z o M 00 0 b N IUD nr.r •r_ 01/E L_L,.: D}rESIGN PtiRESSUlf SQ aSWING r FRAME*.'+' t; DIMENSION, P.OSfTIVE NEGATI E. INSWING 37.5- x 98.0' 75.0 75.0 OUTSWING 37.S' x 96.5- 75.0 75.0 yri rn Or it, R" M • ES. j) 9dcLAILL v V c2 0 ewe. s*: JK aol or. LFS FL-15036.6 n 1 or 7 EXTERIOR 46 777--7 INTERIOR 1-1 HORIZONTAL CROSS SECTION 360 MAX. DOOR PANEL WIDTH r2 DID r[-3(r Lr- T- 2 e L 1.4r ea0l PAIHIEL -T NOW-- WOW 0= COMPOMM OAK OG 0A?j T- EXTERIOR lz INTERIOR t-2 \ VERTICAL CROSS SEC17ON ll2 L N.T.S. JK LFS FL-15036.6 m 2 or 7 4 4 EMB. IMP.) d 20 C A all nii a im u 21 40 7 = n INTERIOR • Rx q mm 1 , 3st 3 3 3 3 17 EXTERIOR 10 H E i 9 10 ALA E _& 3 HORIZONTAL CROSS SECTION 1.1/1'MIN. 3 Sh.w/IXSYDbL t 1-1/4*MIN. EMB.(IYP.) 4 4 4 EMB.IMP.) C IL P1 0 B — CSIN C C'SINK 5 L IMP.) (PMP.) L A 20 20 0 0 B 40 7 7 INTERIOR INTERIOR c ' G . M N Z Y EXTERIOR EXTERIOR 10 K am 02124112 : 10 L 27 69 B Sint. N.T.S. C E Drat tm JK m E oeL er LFS i 1 HORIiOMAI CROSS SECTION 2 HORIZONTAL CROSS SECTION M WC w ° 3 OYtswinp shown - bxwinp FL— 15036.6 " 3 t sh • Wwlnp od- oppsoved o Yrts J a 7 0 m i IA: o QZby 1t• T E p E e r-° i $Z0 ea e x u d A C 4 ggo= 5a C L EXTERIOR INTERIOR 40 40 InZ 7 r V r= 40 8 EXTERIOR INTERIOR 32 EXTERIOR INTERIOR G 7 F 1 VERTICAL CROSS SECTION i 33 2 VERTICAL CROSS SECTION q t P Inswing 4 q Shown w/1Xwabuck n s E EXTERIOR INTERIOR EXTERIOR INTERIOR S 8 8 en N 40 4 VERTICAL CROSS SECTION 40 39 7 4 ge n 7 00 i 31 sere er sheet 1 for W4Hr water InOtrotbn requkements i - 4 a E F F W J N-O 0LE:02124112 WALE: N.T.S. 3 VERTICAL CROSS SECTION S VERTICAL CROSS SECTION we. W. JK ° ux urr LFS 3 q Outswdrtg contiauuatbn see general roles. sheet 1 4 OuWi*V configmtion see general noses sheet 1MrrterforWHPwaterinIftotionforl11=1oIn requirements FL- t 5036.E n Nrequirements Wan 4 or 7 16 MASONRY J OPENING 2X BUCK r TYP. HEAD a JAMBS $ L UO BUCK ANCHORING For DP <0 48 PSF STRIKE JAMB MASONRY OPENING FRAME 2X D7L) _ T HEAD — IAMBS I^ 0 3 D MASONRY TYP, HEA 3 OPENING a JAMB r2 3 2X BUCK FRAME ANCHORING HINGE JAMB Moson7 2X buck ConFructbn fa DP 48 PSF CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to mainfoin the min. edge dlsfonce to mortar joints. 2. Concrete anchor locotbns noted as MAX. ON CENTER' must be adjusted to maintain the min. edge datonce to mortar joints. additional concrete onchors may be requ4ed to enswe the MAX. ON CENTER' dimension ore not exceeded. 3. Concrete anchor table: dbtoncs. fend I1 MaNtalnomktYnum S/fi' edge wood wrewr to psvent no &MV o1 wMd. yBUCK ANCHORING For DP > 48 PSF and DP r= 75 PSF MASONRY TYP. HEAD OPENING = a JAMBS = FRAME — — 0 N Vp 2X BUCK _ F _ I - FRAME ANCHORING Mosonq 2X bode constluctbn Im DP > 48 PSF and DP <= 7SPSF LATCH A DEADSOLTDETAIL HINGE DETAIL u: N.T S. ev JK m 1. W. LFS 4, Mwa o FL- 15036.6 v or 7 Q LATCH A DEADSOLTDETAIL HINGE DETAIL u: N.T S. ev JK m 1. W. LFS 4, Mwa o FL- 15036.6 v or 7 Q It, If 71 Q% A. ya MASONRY TYP. HEAD _ MASONRY MP. HEAD ^ F = OPENING d JAMBS OPENING d JAMBS Al d o marpm61L B¢ EE Z ti Y FRAME o m FRAME UO ou Io I BUCK I BUCK IF TYP. TYP. SILL — SILL nN p Vf W W Z9 n 0 STRIKE JAMB FRAME ANCHORING HINGE JAMB FRAME ANCHORING M o vy 1 X buck consbuctbn IAOSOIVy 1 X buck consfitetlan For DP c= +8 PSF 28 For DP > +8 PSF and 3 CONCRETE ANCHOR NOTES: G OP m 75 PSF I. Concrete anchor locatlom of the comer may be adimted to mo6tlatn the mh _ m edge dbtancs to mortarJoin 9 - 2. Concrets anchor Location; noted os MAX. ON CENTEtr must be odgLated to w : n Q ' maintain the mh edge dbtance Tom rforlolmh oddtlanal conrcrsre onchors o may be required to mews me A1Att. ON CENTER'dlmsnsbn ors not exceeded. H '- ' a 1 Concrete anchor tottb: _ 1 `"-i u G 10 a,E o2 2+ 12 scut: N. T.S. $ owe op.. JN m' am Im. LFS 3 aUrure wax: FL-15036. 6 "- 1 LATCH A DEADBOLT DETAIL HINGE DETAIL n Wood screws to prevent the splitting of Wood. swtcr - or L O ANCHOR ANCHOR MIN. MIN. CIEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMEM TO MASONRY EDGE TO ADJACENT ANCHOR N1 l r i•Tir r fA/CON r s u• lair r la/r iA CON SCR I TALU MONfolnoMn4twrm 5/ B"ed dhtonce, lend dBtance.d i•o.e. spocirtg of V•. : n 104 to 'fill I tgi3•: i $ = c{+ LEAD ID Cig I9 20 Lan, wi d o. r Z a V$ gWTI-463 -J 'ILJ S J1 RU RES OLD !F o o$ m 0 S.7S —1 ' 1 n . z LZ W W O ELEADJU NGSADDLE IREH LD o w, o 4.W Lacg e_Q o- u o 2.367 1 ~2 L DAM 02124112 °z se-t: N.T.S. '• 9 HIGN WA1E DAM iHRE HOLD owe or. JK m' eww. er: LFS ; DR wwo w0.: c FL-15036.E c swm 7 or 7 O BILL Of MATERIALS 11EM DESCRIPi10N MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK 5G >= O.SS WOOD C MAX. 1 /4"SHIM SPACE WOOD D 1/4' X 2/4' PFH ElCO CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1/4"X1-3/4'ITWCONCRETESCREW S G 3/16' X 31/4" PFH ITW CONCRETE SCREW STEEL H 1 /4' x 31 /4" PFH ITW CONCRETE SCREW STEEL I 1/4" X 2-1/4' PFH ITW CONCRETE SCREW STEEL J 1 /4" X 33/4' PFH IiN/ CONCRETE SCREW STEEL K Q 10 X 7' PFH WOOD SCREW STEEL L 08 X 2-1/T PFH WOOD SCREW I.1S' MIN. EMBEDMENT) STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM B LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4' X 4' HINGE .097' 1HK. STEEL 10 q 10 X 3/4' PFH WOOD SCREW (HINGE TO FRAME) STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG>=0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PRORIE ALUM. WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR •SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR DER 6 000 PSI TMERMA•iRUHYIELDSTRENGTHFyl{(MIFIBERGLASS FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.9 Rx. DENSITY POLYURETHANE t E2 L J R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 1113.659.9197 Florida Board or Professional Engineers Certificate or Authorization No. 9913 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exteriorrior Door 118 Industrial Dr. Fiberglass Door w/ Sidoltte Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 61h Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ",this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508,01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-10314 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certitying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. iestttea,,ri Signed & Sealed by e F S ....: e Lyndon F. Schmidt, P.E. Signed 8 Sealed by 10Lyndon F. Schmidt, P.E. No 43409trer _ P L y 0 STATE OF 7 441 •r i"' 0 oO st A `fi, Lyndon F. Schmidt, P.E. FL PE No. 43409 10116/2017 THERMANTRUDOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITE INSWING / OLITSWING NON -IMPACT' GENERAL N07ES 1. This product has been evaluated and Is in compliance with the 61h Edition (2011) Hoddo Building Code FBC) structural requirements Including the "High Velocity Hurricane Iona' (HVH2). Z 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shop be beyond wog dressing or stucco. 3. When used in the "HVHr this product B required to be protected with on impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ• requiring wind borne debris protection this product Is required to be protected with on impact resistant covering that complies with FBC Seclions 1609.1.2 3 R301.2.1.2. 5. For 2x stud homing conshucfwn, onchping of these units shop be the some as that shown for 2x buck masonry construction. X 6. Site conditions that deviate from the details of this drawing require further engineering analysis by o u licensed engineer or registered orchifect. v 7. Outswing configurations using coastal silt item #39 under active doors and oil sgb used under sideltes meet g water infiltration requirements for'14VHr. 8. Inswing configurations and outswing configurations using sill Items 031 b R33 under the active door do not meet the water infiltration requirements for the "HVHP. kwMng units shag be installed On the IMZ•) only In non -habitable areas or at habitable locations protected by on overhang or canopy such that the angle iT between the edge of canopy or overhang to sill less than 45 degrees. TABLE OF CONIM SHEET R DESCRIPTION 1 Typical elevotiom design pressures B general notes 2 Door panel details 3 Sldeke panel details a Glaring detol 4 Hodmtol cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and home onchodno - 2X trick mosomy construction B From* oncha4+g - 1 X buck mosorvy construction 9 Bill of Materials & Components O d 53.13' MAX. ovl:RAu WIDTH -•j T, tco 0 O x = 0 o P P o yy it n li pZ p n •; mc i nun V SWING OVERALL FRAME- DIMENSION DESIGN PRESSURE (PSI) WITHOUT SURFACE _ BOLTS WITH SURFACE BOLTS POSITIVE • NEGATIVE POSITIVE NEGATIVE INSWING 53.13' x 90.0" 47.0 47.0 60.0 60.0 OUTSWING S3.13' x 96.5 47.0 47.0 60.0 60.0 IOAX 02/24/12 li L N.T.S. s. er: JK i G W. LFS 3, FL-15036.7 " c II _L or n G EXTERIOR u INTERIOR HORIZONTAL CROSS SECTION 360 MAX. F DOOR PANEL WIDTH 4.11' 1.48' id a L OMI PANEL NOTE: WOW D= COW10NIM: OM ISX W 131: amaSillF EXTERIOR 0, -le pl 1; 11"ll its s.-:z 0 .2 1 za 4 0 X-,f :5, d ul c; z INTERIOR r2"'\ VERTICAL CROSS SECTION j R III L N.T.S. I BY: JK c fff. LFS me FL— 15036.7 13.7 PANI 7. D.l SD SIDfIRE / NE S MOIL wOOD SIOSM COWOMM: FM ISG>- 0.421 5 NOTE: p 1. Spacing for item B IS d 929 (life from& screws) is t as follows: from the bottom up on sides: 6.5, with p (7) more spaced of 9.88" O.C. there Ore (2) screws both top and bottom 2.13" in from each corner. it I L SI SIDELITE TOP A BRol EXTERIOR INTERIOR IORIZONTAL CROSS SECTION S' GLASS u BITE rr Ma MIN. 26 1/2"MIN. o uASSTHK. 2S EXTERIOR 22 GLASS THK. Y 1fir 25 I/W TEMPERED TEMPERED G GLASS GLASS EXTERIOR INTERIOR Io AIR SPACE AIR SPACE+ TEMPETEMPERED INTERIORGLASS 24 ASSREDGL 8 GLAZING DETAIL S ftMled glass wl pvc lte Aoms 2 VERTICAL CROSS SECTION 3 c 02124112 S a[ N.T.S. G n JI( m C. sr: LFS ; wc no.. m n FL-15036.7 c a - or O 0 EMB. fTYP.) - INTERIOR EXTERIOR MIS' CIINK C ( TYP.) I B I HORIZONTAL CROSS SEMN 4 gWutapproved • bWWbV INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 4 Outr*" configuration u1c; 1. The sideGte is direct set into the jamb with (12) item NM (08 X 7 PFH wood screw). there ore (i of each vertical jamb from the lop down of 13.S. 31•. 48.S• a 66•. SEE NO' EXTERIOR 4 HORIZONTAL CROSS SECTION q Inswing configuration 1.1 hr MIN INTER EXTEF 5 HORIZONTAL CROSS SECTION 4 Shownw/1Xsufsbuck INTERIOR EXTERIOF 3 HORIZONTAL CROSS SECTION q aBo aWtswl 0 d n • knwfn8 p WWW pD:1 n N •; e gM Rif V 2 d a 12 0 C m ~ N 1.1/4' MIN. EMB. (TYP.) c• N.T.S. er• A er LFS wc Ito: FL-15036.7 n 4 or U359 INTERIOR 1 VEIMCAL CROSS SECTION 5 Wits p,s= •hrAft is, sheet I Mtration 1, T f4l Ph 4 P cn rl 1111 1 p .: i$;4 e R m6:L V S Eryj K' EEC 202124112 as N.T.S. e. n A LFS n+eic rro.: FL- M36.7 n y5 of g SO WSEEINTTEIERIORIOR eVERTICAL CROSS SECTION p+9 ld - ft."V INTERIOR EXTERIOR SEE NOTE I I M) 3 VERTICAL CROSS SECTION 6 Outr4V confgwoliion EXTERIOR SEE NOTE I l M INTERIOR S VERTICAL CROSS SECTION 6 Outr*tV con8gusotion SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Sho.n w/I X sub -buck i Y,: T U O J O S u Z E m xI gnat V A b NOTE: I. Anchors ossy Ihru heod and Of of 4' In from eoch corner end. 4 VERTICAL CROSS SECTION 6 Inswing contigurollon wt. JK m G n: LFS ; WWG No- ° FL-15036.7 e n ,6 or G f ,•'• 6• M `O Q'i' C. P Q;tO ea 7" , , 1 g SEE DETAIL 1 `` > > y m MAS ONRYSONRY TYP. HEAD ONRY - TYP. HEAD OPENING & JAMBS OPENING 6 JAMBS " g W ads M TYP. !q n n MULLION SHOWN FOR L FRAME REFERENCEjd 22X BUCK ONLY N tJ i O 2X BUCK —) F _ TYP. O St N SILL W& Ld O YY SEE DETAIL 2 mm RUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB > Mosotry 2X buck corsbuctbn 5 5 m l 63 00 V N N e CONCRETE ANCHOR NOTES.st 28 u o 1. Concrete anchor locations of the comers may be o*nted to maintain the min. M Ol1TSWING e „ cedge distance to morfor joints. INSWING 63 z 2. Concrete anchor Locations noted as MAX. ON CENTER' must be adjusted to DETAIL i DETAIL t W maintain the min. edge distance to mortor joints, additional concrete anchors 9mayberequiredttachsurfacebollAttachsurfacebolledtoensurethe "MAX.AX. ON CENTER' dimension ore not exceeded. stoke plot& to trome sbft plots to home 3. Concrete anchor table: M OlI1SWING as shown (Out` kv) shown (InsinB) D 6S 66 e = INSWING N 2 r r i a1t 212,0112 z LATCH A DEADBOLT DETAIL 63 F4L scut: N.T.S. 5 2 63 HINGE DETAIL °" ° r' X m 1. DETAIL 2 DETAIL 2 cwc V. LFS ; WOOD SCREW INSTALLATION NOTES: Attach surface bolt Attach surfoce bon """""w wo a I. Maintain a minimum 5Ar edge distance, I • end distance, d 1• o.c. spacing of slrlke plate at the threshold spike plate of the threshold FL- 15036. 7 0 wood screws to prevent the splitting of wood. IOuK+6) p D) sKn 7 a Oo — ANCHOR ANCHOR ' g,EDENT MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EM f0 MASONRY TO ADJACEM EDGE. ANCHOR I1VV a 11" 2" 4' TAPCON ElCO 1/1" 1.1//" 1' 1' UITRACON ITW a S/16" 1.1/1" 3' 1.1/2" TAPCON MASON OPENIN FRAti Iv r SEE DETAIL) TYP. HEAD S _ Y JAMBS M TYP. sS 2 E L C IUCK N F TYP. SILL 1 Z' • STRIKE JAMB SEE DETAIL 2 CONCREtE ANCHOR NOTES: FRAME ANCHORING I. Concrete anchlocotkuo of the comes may be odJurfed to maintain the min. 1 x buck eonstnrctlon or edge dbtonce to mortar Jobnb. 2. Concrete anchor IDcofbnt noted as 111Ax. ON CENTER• mutt be odpsted to mointoin the min. edge &tones to mortar Jolrm. oddttbnal concrete anchors may be required to ensure the AdAX. ON CENTER' dimension am not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SITE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR Itw 1/ 1' 1.1/P r TAPCONan1M e TAPCON 3/1C 1-1/P r WLAJV>(. KCW IMIAtrA IN." rJUIM : 1. Maintain o "**Ywm 5ff edge dlstonce. )"end detonce, a 1• o.c. spockv of wood wows to prevent the V§HkV of wood. k HINGE JAMB LATCH B DEADBOLT DETAIL DETAIL I Attach suttoce bolt spike plate to home as stwwn (Dubwhg) 65 66 63 DETAIL 2 Attach P-gfwe bolt shlke plate at the Iltreshold IOW- Ir+9) HINGE DETAIL 63 64 DETAIL i Attach wdoce bolt stoke plate to home as slw,m )Itxvdnp) 64 63 DfTAII 2 Attach AAtOCe bat stnke plate at the Ihreshdd 111- hD) U. N.T.S. BY: JK c W LFS Now ra: FL- 150J6.7 a - L ory9 Of MATERIALS REM DESCRIPTION MATERIAL ITEM DESCRIPDON MATERIAL A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC UP UTE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1/4" INTERCEPT SPACER STEEL C MAX.1/4"SHUdSPACE WOOD 25 SILICONE CAULK SI 4; zj; m FD 0 LE P C 8a n b' rc R m $g E N3 s Ou m0 o n In Y 3 U N N Imo--' 2.21i i p 2 W WQ WOT 19 20 iE D SID 4' a Jamb 16 O NG SIDE J 1 RUMI FACE 1HRESNOID L W PROFILE ^ n 2-W SPmca 2W I sb• Fj-- 6 2.I4* s.7s-pIAr T _ . T f ~-2 u L ` att:02124112 i w ! N.T.S. L om -•-± i "- r — E-- s3- I orc. af: rK m I cwc. rr LFS 3 ILASIK UP LRE FRAME IS INSWING SIDEUIE t6 LASiIC UP UIE FRAME SS SE DJUSIING SADDLE iNREN ""0 "m" n S9 ISG WAIF DA RfSI OLD 2S SMC Spmcy PVC FL-15036.7 c mrtn 9 ar -L 0 1 BILL L15 La NXN Lo I R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional EngineersCenificate orAudiorimtion No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 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. Limitations: 1. This product has been evaluated and is in compliance with the 61h Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 8 R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427- 107362 ATI 67508.01-106-18 ETC- 01-741-10705.0 ETC- 01-741-10593.0 TEL- 06-1031-3 TEL 06-1031-4 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 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 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. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) •,3a0 b [ i7Lyndon F. Schmidt, P.E. 3. Calculations Prepared by eo°j • ':,, °° Signed 8 Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) e'e ;. G tV S;' .lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No 4. Quality Assurance z > C^ Certificate ofParticipationissuedbyNationalAccreditationandManagementInstitute, certifying that Therma Tru Corporation is manufacturing products v —0 : 4 within a quality assurance program that complies with ISO/IEC 17020 and %O '. STATE OF Y: Lyndon F. Schmidt. P.E. Guide 53. r••f. , oy FL PE No. 43409 Sheet 1 of 1 ° ip e THERMAN"IRV DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT' GENERAL NOTFS 1. This product has been evaluated and is In compliance with the 61h Edition (2017) Flortdo Building Code FBC) structural requirements including the 1•1igh Velocity Humcone Zone' )HVHZ). 2. Product anchors sholl be as listed and spaced as shown on defails. Anchor embedment to base material sholl be beyond wall dressing or stucco. 3. When used in the'HVHT 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 imr requiring wind bome debris protection this product 6 required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 a R301.2.1.2. 5. For 2x stud homing construction. anchoring of these units shop be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the detok of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sm Item R39 under active doors and oil sills used under sidelites meet water infiltration requirements for -HVHP. 8. Inswing configurations and outswing configurations using sill items #31 B. 933 under the active door do not meet the water Infiltration requirements for the "HVH1-. Inswing units shop be installed )in the 1"Z j only in non•hobitoble areas or of habitable locations protected by an overhang or canopy such that the ongle between the edge of canopy or overhang to sill Is less than 45 degrees. TABLE OF CONTENTS SHEET DESCRIPDON 1 Typical elevations. design pressures d general notes 2 Door panel details 3 Sldelte pant defogs d Gkm*V detail 4 Horizontal cross sections S Vertical cross sections 6 Vertical c"M sections 7 Buck and frame anchoring . 2X buck mosonry construction 8 Frome anchoring .1 X buck masony construction 9 BE of Materials 8 Components 68.5 MAx. OVERALL WIDTH L9 O I Li I SWING _ OVERALL' FRAME DIMENSION DESIGN PRESSURE (PSF) =' WFTNOUT SURFACE BOLTS WITH SURFACE BOLTS POSITIVE NEGATIVE POSITIVE... NEGATIVE INSWING 6B.S' x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 6B.S- x 96.S' 47.0 47.0 60.0 IDAM02/24/12 10 N T.S. 9 JK m L art: LFS 3 t Mot R FL- 15036.8 " a n 1 OF 9 N b 8 R st Is rI EXTERIOR43 INTERIOR 46 A E aJIur 1 HORIZOWAL CROSS SECTION p 2 E3n36.0' NW(. DOOR PANEL WON ff Eti o EXTERIOR INTERIOR c g if Ej I I I eo 1: P RAn u uT[N mL4 s s N N P W W ZO 41 eil D Oc 1.19' F 1.11' ux n 10 DOO E L r 13 4 MQ 6 MOM WOOD DOOR COu PONfl IS: OAK IfG >• 0.6n Z ,' 31, n-Tr:02124112 z SCAL. N.T.S. ' W ING IS 101iO IL 2 VERTICAL CROSS SECTION oc. W. JK m 2 cm n LFS 3 auwua w.. a FL-150J6.8 0 sum 2 a y9 0 13.7 PAM 7. DI ARMIAIR NOTE: WOOD TIDWIECOmPONENiS: PWE15G-0A NOTE: I. Spacing for Item 0I S d 029 (lite frome screws) Is as follows: From the bottom up on sides: 6.Y. with 7) more spaced at 9.68' o.c. there are (2) screws both top and bottom 2.13' in from each comer. ir L TT147 ---7 ST SIDEUTETOP A! Rd WERIOR INTERIOR IZONTAL CROSS SECTION c r_1 •ce J. IHK. EXTERIOR tPERED kSS SPACE IPERED ASS INTERIOR GLAZING DEVIL 61 S WM w/ pvt Ets home MIN. SS THK. TEMPERED GLASS EXTERIOR AIR SPACF I/ 8' TEMPERED GLASS INTERIOR 2 VERTICAL CROSS SECTION 3 ate.' n j1 p a p rr* t RDz° pp @q t N U p ro 0 L mnn y v C= d c. W. JK m c. BY. LFS 3 WW No: a M FL- 15036.8 u xT — T or O IM 1-Ve MIN. EMB. (TYP.) - INTERIOR EXTERIOR I 0.IS Fes— C•SINK r. ( 1YP.) 1 HORIZONTAL CROSS SECTION q 000 s - bnwtn8 ITERIOR XTERIOR 2 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 4 Outsw6v conf votbn 4 OuIrAV conrgmtion TE I SEE NOTI 1 VPMIW INTERIOR n EXTERIOR 6 HORIZONTAL CROSS SECTION 4 Slwwnw/IXsubbwt NOTE: 1. The sideGle Is direct set into the jamb with 112) Item a M (98 X 2' PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5.31". IBS'666% XTER 01 JTERIOB 4 HORIZONTAL CROSS SECTION q u ,-,Yv conliImanon WC. In. JK CM er. LFS 5 HORIZONTAL CROSS SECTION j I rAvconfiguration FL-15036.8 SNm 4 or -2 l°J l9 ft INTERIOR I VEIMCAL CROSS SECTION s a % ,' - +e n i w.w 1- m I m lI :I Sh K. sheet I inlitrotion C. yn Pdp •: i ypyff n l 111 a •; al w Eg i $ M0 9 d t:02 2412 ae N.T.S. o Irr. JK c or. LFS Lrwo roe: FL- 15036.8 rt 5 or 9 I h E 1 j, a D ss• A S o n B L 4 A s iu C 19 11 ro N § og' mna vtea. 50 M IV i z. 50 M c' SEE NOTE 1 a R SEE NOTE I INTERIOR EXTERIOR INTERIOR R EXTERIOR EXTERIOR INTERIOR 2 VEIMCAL CROSS SECTION 6 Shownw/tf(sub-buct S0 lit1 VERTICAL CROSS SEMON SEE NOTE 1 M W 6 ISO ppov uxiwing 39 16 NOTE. E 1. Anchors oss'y Ihru head and Of of 4' in from each carnet end. I•i C&IE55 INTERIOR EXTERIOR INTERIOR EXTERIOR 50 v 5 VERTICAL CROSS SECTION w E of o g SEE NOTE 1 M 6 Outswing conrguration L SEE NOTE 1 w S0 ae— um L cft TS 25 0o z TT le S id z I 33) i 1€ i 19 N• W i w OE E IIIDDD b ^ Q f CAM 02 24 12 i i . 0 i 0 ow er: JK m aa. or. LFS ; Cr ri' N VER11CAl CROSS SEC110N e VERTICAL CROSS SECTION R"N0 N0 6 Outswirlg configuration 6 UxwAng configuration FL-15036.8 c V= - L or - O 6 d DMASONRY7TYP. HEAD OPENING a JAMBS SEE NOTE 1 MULLION 2)( BUCK SHOWN FOR REFERENCE ONLY BUCK ANCHORING iuO STRIKE JAMB CONCRETE ANCHOR NOTES: I. Concrete anchor Iocolions of the comers may be adjusted to maintain the min. edge distance to modor )oints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be requhed to ensure the MAX. ON CENTER• dimension are not exceeded. 3. Concrete anchor Coble: ANCHOR, ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE 512E EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITN a 1/4' 1.1/4' 2' r TAPCON ELCO 1/r 1.1/r 1' orULTRACON ITW o 3/16• 1.1/r 3' TAPCON WUVU UXtW INJIALLAUUN NUMX 1. Moinfoin o mWmum SIW edge distance, 1 • end &tone. a l' o.c. spacing of wood screws to prevent the spGHing of wood. LATCH A DEADBOLT DETAIL 1 1 MASONRY OPENING FRAME 2XBUCK - rr I SEE DETAIL 1 IIII to TYP. HEAD a JAMBS b TYP. TYP. SILL I 1 1 I11 SEE DETAIL 2 FRAME ANCHORMG Masonry 2X buck construction T jyl>OUTSWING 63 V( INSWING DETAIL i Attach stdoce ball strike plate to home or shown (OutrMng) M OUTSWING 65 66 UL INSWING 33 DETAIL 2 Attach v Aoce boll stoke plots of the threshold lafswing) t 0. O HINGE JAMB 63 64 DETAIL 1 Attach surface boll Ifte plate to from os shown If+alg) 64 63 DETAIL 2 Attach surface boll strike plate of the threshold Itlxwklg) i .` J u o LA ZE = ppo V m 4 1: 0 9n b' HINGE DETAIL 9191 1 1: n s u Q e N Z U T. 02124112 1 AL N.T.S. i fM: JK m c. nm LFS i wlc wo.: o FL-15036.8 c a 7 or 9 .". T k, MASONRY J OPENING FRAME 1X BUCK 4" DETAIL 1 TYP. HEAD LL JAMBS TYP. TYP. SILL 32 I JJ I I I I e SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: MosoroY 1X buck construction 1. Concrete anchor locations of the comers may be adMted to mointofn tine m6n. edge dbtonce to mortarlolnh 2. Concrete anchor bcofbns rated os MAX. ON CENTER" must be odpafed to molnioln the min. edge dbtonce to mortar)ohts. additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension ore not exceeded. A Concrete anchor table: wANCHOR- ANCHOR MIN. M_ IN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY. TO ADJACENT EDGE ANCHOR Ito o 1/4- 1.1/r r C iAICON n TA/CONo B/16' 1 .1/P r 1.1/r nwv xRcn rnarnunnvn nvrc: I. Molnfoln a m4Wswm S/r edge distance. I end distance. d I'o.c. spacing of wood scrowswoodtopeven The s ff of woodThesffofwood. 1 HINGE JAMB LATCH B DEADBOLT DETAIL tip'/, ill 1*1 11 8262 E pZ „ toesu i= IqL AIRGE'1JFfAlI - - 67 63 uC n N N 0 e„ En DETAIL 1 DETAIL 1 p Attach SUrtoce bolt Attach Surtoce boll Strike plate to Rome ifte plate to home as a— lOubwblg) as shown pmswbng) e 6S 66 c Min, am 02124112 63 srxt: N.T.S. 63 one. or. JK DETAIL 2 DETAIL 2 a«. Pr LFS Attach Y Aoce bolt Attach AXtace bolt dunsrc no_ stoke plate at the threshold stmte plate at the threshold FL-15036.8 Out-fing) On -I ng) s,nss OF g Blll OF MAfER1ALS REM DfSCRIP110N MATERIAL RfM DESCRIPTION A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LRE FRAME SMC SMC B 2X BUCK SG >= OSS WOOD 24 1 /4" INTERCEPT SPACER STEEL C MAX.1/4' SHIM SPACE WOOD 25 SILICONE CAULK SI MATERIAL % T• p p p s °z- _ u R m and v °zo° d R W St'g^S 3 s m J IL g m 0. LO 3 y N N V F• — 2.2D• --1 g E ob I en I o0 T --4Ar 19 20 NEAD t IDEJomD j€L WING IDEWE JUMP FA E 111RESNOID LOW ROFIIf 4.56• 2Sr 16 Spocer SI m - 2.3C 1.6r 2.1 r ? r IAir I - S I' ' I I I' I I 5.75 -i i ! 1.69" I "' •' i L aa:02 24 12 1 ' o v Scut: N.T.S. owe sr JK LFS HIGH WATER DAM THRESHOLD P C UP IRE INSWING SIDEUTE C FRAME FL 18S92SSMCISSpocer26PVCNElfADJUSTINGSADDLEiNRENOIDFL-15036.8 Q or i Lzo IIIsit, I 1 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33593 Phone 913.659.9197 Florida Board or Professional Engineers Cenificate or Authorization no. 9913 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508,01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,tnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 3, Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) et tat *;' "' OQl00, Lyndon F. Schmidt, P.E. 4. Quality Assurance o00. F_ S Certificate of Participation issued by National Accreditation and ; •!° Pis Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies x * ; 1•. g ss with ISO/IEC 17020 and Guide 53. Z • ,• /P` O; . y ;• •i•r: c nl_ 1+ Lyndon F. Schmidt, P.E. V FL PE No. 43409 i+^~••` .7 r'i l F "_`•7 b 10/1612017 Sheet 1 of 1 i • ..... • V` :yy® 1HERMAN'TRU' DOORS Classic -Craft. FIBERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and Is in compliance with the 61h Editlon (2017) Florida Building Code FBC) structural requirements Including the'High Velocity Hurricane Ions' (HVHZ). 2. Product anchors shop be as listed and spaced as shown on details. Anchor embedment to boss material shall be beyond wall dressing or stucco. 3. When used in the'HVHr this product Is required to be protected with on Impact resistant covering that comples with Section 1626 of the FBC. 4. When used In areas outside of the'HVHr requiring wind bome debris protection this product is required to be protected with on Impact resistant covering that compiles with FBC Sections 1609.1.2 S R301.2.1.2. S. For 2x stud framing construction. anchoring of these units shoo be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the detolls of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill Item 839 under active doors meet water Infiltration requirements for'HVHr. S. Inswing configurations and outswing configurations using sill Hems R31 d, #33 under the active door do not meet the water infiltration requirements for the'HVHr. Inswing units shall be installed On the 1HVHn only in non•hobltable areas or of hobitoble locations protected by on overhang or canopy such that the angle between the edae of canopy or overhang to sill is less than 45 degrees. TABLE OF CONIENR SHEET # DESCRII11)N I Typical elevation, design pressures & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical crow sections 5 Buck anchoring 6 Frome anchoring . 2X buck masonry construction 7 Rome onchoring -1 X buck masonry construction 8 Astrogol details 9 Bill of Materials Ht Components aff—i LII 1_I II_ I 11 CI IJ SWING OVERALL. FRAME DIMENSION DESIGN•PRESSURE (PSI) , WITHOUT SURFACE BOLTS - - WITH SURFACE" BOLTS POSITIVE NEGATIVE: POSITIVE - NEGATIVE INSWING 74.5" x 98.0- 47.0 47.0 60.0 60.0 OUTSWING 74.S-x96.r 47.0 47.0 60.0 60.0 srxs. N.T.S. rr¢. No JK ox. rM LFS FL-15036.9 n I or i9 EXTERIOR 46 ='; ZZ' e eosmn43 H O %Z{ u INTERIOR 46 ^ F § T HORIZONTAL CROSS SECTION 36.0' MAX. as a 3d DOOR 1 PANEL WIDTH tZ 2 ' 25 c EXTERIOR INTERIOR s a uILI d L 55m eA=• O 2 2 TOP RAIL u U N S111F n• y o Cbstk aoX e . NOM MOM I)MI COMPOM ONC ISG >-&Rj 13-1 N-IZT o07= COL 02124112 SCALE S. I: 11 INGE tF IS R RAR 2 VERTICAL CROSS SECTION ,, N. K m 2 u« n. LFS ; FL-15036.9 0 d Q,/' n 4 4 EMB. IIYP.) n 20 C A i * Q'iit uonzR 1 n •: 8 ^j3; giv Bit 0 21 40 7 R { $ 9 ; ow INTERIOR m € + : L gg ggi323834 3 C— 17 3 R EXTERIOR W N 61 E dig HORIZONTAL CROSS SECTION SECTION d1-1/+'MIN. 3 5 3 Shown w/1Xsub4xxk 1.114'MIN. I e EMB.IIYP.) 4 4 4 EMB.IIYP.) E o.ls a1s C u CSINK CSINK ' • m l In'P•1 PYP) L S n V•, • NIOV o B W C; 7 40 1 40 7 4 li + INTERIOR R 7 INTERIOR ° 12C • • p N K 10 EXTERIOR 13 EXTERIOR 10 N' z uK 10 40 40 tp DAM 02124112 @ B 9 L 27 9 B WALL N.T.S. 9 o E E o c. Br• JK o au. Qr LFS i 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SEC17ON —a 3 0 3 ogkoopprovs ed - inswing 3 oleo o-ppo ed - ftwb+9 FL-15036.9 0 a a 6 EXTERIOR INTERIOR 1 VERMAL CROSS SEC17ON YY rnf 8 I _ A E CySOJtI••ff Zd m mod V z 3 M. s rr A L N: LFS lwm WL FL-15036.9 TV 4 or its r r_ ° $- C rl 11 1 TYP. HEAD i zu JAMBS Si d ° MASONRY OPENING i ASTRAGAL$ SHOWN FOR I u, REFERENCE 2X BUCK ONLY ILI g O 55 so N N BB Z CONCRETE ANCHOR NOTES: 1. Concrete onchor locations of the comes may be adiwfed to mofnkM the min. RUCK ANCHORING edge distance fo mortar Joints. 2. Concrete anchor tocaflons noted os MAX. ON CENTER' must be odiwted to > > i mointoln the min. edge distance to mortar Joists, addiflonol concrete onchom = e may be required to enswe the MAX. ON CENTER' dimension are not exceeded. 3. Concrete onchor table: N — Z o° eae 02124112 = srus: N.T.S. 4 wm W: X o a«. M LFS 3 twawc xio: a e FL-15036.9 01. wipe wad raewr to we•aM no rdle+0 or woe. s+aa y5 or y9 O ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY EDGE' 1`O ADJACEM ANCHOR nw . T/• T•T/• r TAPCON ELCO T/1" 1.1/4• 1• r• UITRACON WOOD S(:REw MSTAlU110N NOTES: MOhifin O TYIYIxJIe SdC dbra+cs. I'entl Oblonce, t I' O.C.oc. 1pocbp d SEE DETAIL L 1. AIONRYIA — ttP. HEAD OPENING LL JAMBS ASTRAGAL _ SHOWN FOR REFERENCE FRAME ONLY o 2X BUCK F SEE DETAIL ttP• 2 SILL 1 FRAME ANCHORING Moso ry 2X buck conshuction Far DP ce 48 PSF L` rP ASTRAGAL STRIKE JAM CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be Ixihsted to maintain Me min. edge distance to mortar Joints. 2. Concrete anchor locotions noted as AMAX. ON CENTER' must be odlusted to molmoln the min. edge distance to mortar Joints, addilional conuete anchors may be requYed to ensuue the "MAX. ON CENTER' dbnensbn are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN.' MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY f0'ADJACEM• EDGE ANCHOR ITW * 1/r 1.1/4" 2" A. TAPCON 111N 3/16" 1.1/4' Y TAPCON I wWV iI.R[ry Immw LLAIIVI'1 I.V 1 CJ: I. Mainfoln o minimum 5 edge distance. 1' end distance. LL I"O.e. spochug of wood screws to prevent the spitting of wood. I `o SEE DETAIL MASONRY ` p o • i OPENING ttP. MEAD 3 JAMBS 1 mun ASTRAGAL ° SHOWN FOR FRAME REFERENCE ONLY _ L! Y O moc 2X BUCK —Q N SEE DETAILF SILL s = W t • I. I I I 1 I C 2 FRAME ANCHORING n B MOSdYy 2X buck coMfilrCtion HINGE JAM! v H for DP > 48 PSF and ] DP N WIV 2 2 63 9 K NN W — 10 m h 63 DETAIL 1 DETAR 1 Altoch as surface ball Attach p ppal/AKfOCe bdt sUllro poles to (tame ihRe plo TO home HINGE DETAIL _ _+ Liasshown (Oats*+g) as gown IkwwbID) 63 6S 66— 1 ' i c M 02124112 i 27 sot: N.T.S. 63 ow wt. JK E DETAIL 2 DETAR 2 Cm.n• LF S a, siuru4: waa Attach sutoce boll Attach m0oce bolt LATCH A DEADBOLT DETAIL FL-15036.9 n strike plate of the Ilvefisald stoke plate of the threshold n IOIrt D) pmwbv) spat a 9 0 2s SEE DETAIL J 1' MASONRY TYP. HEAD OPENING JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY I. 00 IX BUCK F SEE DETAIL TYP. — SILL 1 1 1 t 1 1 1 FRAME ANCHORING Man. X buck comlimlionforDPcn4PSF 7s •``l `, # rrrrr'''' i o SEEDETAIL MASONRY TYP. HEADrj i =u OPENING _ & JAMBS i ft: L ASTRAGAL SHOWN FOR — nFRAME REFERENCE ONLY t U Y wO m I BUCK 11 Q x SEE DETAIL F TYP. 5 Y i15 r' ( SILL — o$ ASTRAGAL STRIKE JAM! FRAME ANCHORING Mom" IX buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locotions of the comers may be adjusted to maintain the mh edge distance to morfor Joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be odAnted to maintain the min, edge distance to mortor Joints, additional concrete anchors may be required to ensure the MAX. ON CENTER• dimension ore not exceeded. 3. Concrete anchor table. - ANCHOR ANCHOR MIN. M.IN.•CLEARANCE. MIN. CLEARANCE TYPE SIIE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR . . ITW 1/!• 1.1/1• Y TAPCON ITW TAPCONe b• 1•I/2 I WWUDI.xCw 1141,111 AlNn rvVIW: 1. Maintain a mWntum S/8' edge distance. 1' end dBtance. A I' o.c. spacing of wood screws to prevent the splitting of wood. for DP > 48 PSF and h DPm6" y P 63 63 L 64 DETAIL I DEYAR I AHOth aStroDOl/flxlOCe bolt AHOCh OlhapW/fWfaCe bolt strike pbTes fo frame s . plole b home as shaven (Out-*V) as shosm pns*o) 63 bs' 66 64 MAIL 2 63DETAlI 2 Attach Axlate boll Attach surface bolt shRe plate of the tlreshold strike plate of the ttreslrold Orr+gl (ftwi+g) HINGE JAMB LATCH A DEADROLT DETAIL Dw- W. JK we n: LFS FL-15036.9 fill fl, n to I it8 N •; O = V 9 695.25 L Tea' 1a.3a' 206r Tas m 14.3$' ma:& 4 , d to 13 TYP$ c 13 TYP. iYP. 13 W N I O s 3.2S 3 2S r r 0.7S 1.9 0.75 soNN Z W SEE NOTE I n33 4 II wr b AG 1 M-i1 o° NOiE: a11:02124112 = W&L N.T.S. 1. THE ASTRAGAL BOLT HAS A X THROW AT THE TOP AND THE BOTTOM. arc. er. JK m aa. er. LFS 3 WAWM NO: O n FL-15036.9 c spa[+ $ OF n O 9 Blll Of MATERIALS DESCRIPTION MATERIAL 1XBUCKSG>=0.55 WOOD 2X BUCK SG >= 0.55 WOODMAX. PA 1/4" SHIMSPACEWOOD 1/4" X23/4"PFH ftC0 OR 01N CONCRETE SCREW STEEL MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4" X 1$/4' IT\N CONCRETE SCREW STEEL G 3/16' X 31/4' PFH I1TN CONCRETE SCREW STEEL H 1 /4" x 31 /4"PFH 11N! CONCRETE SCREW STEEL I I /4" X 2-1 /4' PFH I1W CONCRETE SCREW STEEL J 1 /4" X 33/4"PFH I1\N CONCRETE SCREW STEEL K q 10 X 2" PFH WOOD SCREW STEEL L q8 X 2-1 /7' PFH WOOD SCREW 1.IS' MIN. EMBEDMENT STEEL 1 HURRICANE ASTRAGAL ALUM. 2 ASTRAGAL STRIKE PLATE STEEL 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4"HINGE .097" THK. 10 1110 X 3/4"PFH WOOD SCREW HINGE i0 FRAMES STEEL 13 q 10 X I-1/7 PANHEAD SM5 STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 20 SIDE JAMB PINE SG >= 0.12 WOOD 21 KWIKSET DEADBOLi -SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 1DOOR ERG6. 00PSI TMERMA-TRUHYIELDSTRENGTHFy AAIFIBERGLASS RBERGLASS 12 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.9 Rx. DENSITY POLYURETHANE 60 1 /2' SURFACE BOLT SPACER STEEL 61 IVES SURFACE BOLT N454 8.0" L. X .25• THK. STEEL STEEL 62 1 /4.20 SIX BOLT W/ I/1-20 FEMALE END X 1-3/4" L. STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 64 q 10 X 2-1/2" PFH SCREW STEEL 65 3/16' X 2-1/4" PFH Rw CONCRETE SCREW STEEL 66 3/16" X 2/4' PFH 111N CONCRETE SCREW STEft 67 3/16" X 33/4"PFH 111V CONCRETE SCREW STEft o 2.3B E HEADt IDF `e rii 5 ? cow i a 19 20 b6 m • mna li d ( a u v F---- 2.20' — --III l TI $ zz 1.63N > az STEEL3 m5 S I tU E 1HRE N ID LOW OflLF W in 08 d' a E S.IS -1 55 L V NN V, e SJ SE DJ NG ADD IRE OP' P m > o0 I.b6 Tj lL1 DAM 02124112 i sour: N.T.S. J9 HIGN WA1ER DA INRESNOLD mc• n: JK a«. Dr LFS 3 DRAWM NO.: FL-15036.9 0 W. ar 9 0 b d R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board orProfmional Engineers Ceniftcate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419,298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 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. Limitations: 1. This product has been evaluated and is in compliance with the 61h Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. Testinq Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA 09813) z eai+ssasee Lyndon F. Schmidt, P.E. t, s 3. Calculations Prepared by %o`` r Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) `o? '.•'C = ': S ° . 1%.Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. : ' 43439 w 4. Quality Assurance ` n Certificate of Participation issued by National Accreditation and Managemer.4 Institute, certifying that Therma Tru Corporation is manufacturing products -0 within a quality assurance program that complies with ISOBEC 17020 and 1 S-i i'E Or z'l: Lyndon F. Schmidt, P.E. O ; °n FL PE No. 43409 Guide 53. .c • 'c n •. 10/16/2017 Sheet 1 of 1 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. THERMAITRUe DOORS Classic -Craft, FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evoluoted and 6 in compliance with the 61h Edition (20)7) Horfdo Building Code FBC) structural requirements including the Ifth velocity Hurricane Zone' (HVHZ). 2. Product anchors shop be as fisted and spaced as shown on details. Anchor embedment to base material shoo be beyond wall dressing or stucco. 3. When used in the'HVHP this product Is required to be protected with an Impact resistant covering that compiles 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 on impact resistant covering that complies with FBC Sections 1609.1.2 B, R301.2.1.2. S. For 2x stud framing construction. anchoring of these units sholl be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering onotysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill Item R39 under active doors and all sills used under sidefites meet water infiltration requirements for "HVHP. S. Inswing configurations and outswing configurations using sill Items 031 d #33 under the active door do not meet the water infiltration requirements for the "1tVHr. Inswing units short be installed (in the'TtVM only in nor habitoble areas or at habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. TABLE OF CONTENTS SHEET i DESCRIPTION 1 Typical elevotiom design pressures d general notes 2 Door pone) detok 3 Sktefite panel details It Glaring detal 4 Horizontal cross sections 5 vertical cross sections 6 VeAkol cross sectksns 7 Buck and frame o - 2)( buck masonry construction 8 Rome onchoting -1X buck masonry construction 9 Ashogol detals 10 Bill of Materials A. Component 105.5' MAIL OVERALL FRAME wID1H --{ Z O Tm 0 P O Err1 • V 1p Nf LL 6 0 SWING OVERALL FRAME DIMENSION. DESIGN PRESSURE (PSF) WITHOUT SURFACE - • BOLTS • WITH SURFACE - BOLTS POSITIVE NEGATIVE POSITIVE - NEGATIVE INSWING 105.5' x 98.0 47.0 47.0 60.0 60.0 OUTSWING 10S.r x 96.S" 47.0 47.0 60.0 60.0 N.T.S. Imc. Or. JK dHc er. LFS FL- 15036.10 M I a 10 EXTERIOR 46i V g° Z o 43 nut E _j u INTERIOR 46 $ {§ d g ammCal 2 G06 c 4 4 HORIZONTAL CROSS SECTION an36.0' MAX. 8 DOOR PANEL WIDTH 2 !3 colaEXTERIOR INTERIOR zs W a e T ed 0 2 , 2 ror Ran u x .• s N P 8 o Qo 10 ClassicR /ANEL -T L ^ ^ 71 NOTE WOOD DOOR COMPONENA: OAK ISO>• Un _ DAM 02124112 : SUZ N.T.S. W HINGE IS ! R 2 VERTICAL CROSS SECTION me. • dK m 2 nac er LFS ; CMAWW MD.: FL^ 15036.10 u s cn w 0 9 117 PANT 7. DA SO SIDE ANT NOTE WOOD SIDEf11E COMPONDAS: PINE ISSG, - 0.42) NOTE: 1. Spocing for item 018 S 029 (file home screws) is os follows: From the bottom up on sides: 6.57. with 7) more spoced of 9.8W o.c. there ore (2) screws loth top and bottom 2.13' In from eoch corner. XTERIOR INTERIOR IIONTAL CROSS SECTION Gym. yO P ST ^2p8 9 sogWp m y 1 m M1 R 4 a V C g2 J. IHK. WERED kSS sBITE 26 25 EXTERIOR 22 25 26 23 1rr MIN, GLASS THK. TEMPERED GLASS o r H G gi c 0 m y 7 Wc+I o '^ EXTERIOR INTERIOR SPACE AIR SPACE 1IPELRED INTERIOR ^ 24 GLASS ,PE GLAZING DETAILGI Ab `-lok":rw/ 2 VEWCAL CROSS SECTION 3 h: 02124112 i ALL N.T.S. 0. m. JK i W. or. LFS 3, wnxe : o n FL-15036.10 c a r -L or10 0 SEE NOTE 1 rAF vv 21 J 4LJH 0- 17 q 61 1 D Outswing shown - bu%ving also approved S 4 3 6 6 6 NOTE: 1. The sideSte is direct set into the jamb with 112) Item MM (#8 X 2' PFH wood Crew). There ore (4) of each vertical jamb from the top down of 13.5". 31". 48.5" 6 66. INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION q omits p+o Inswing 4 S lllS 5 S 3 HORIZONTAL CROSS SECTION W Outswing configurotlin TOTE I INTERIOR 4 EXTERIOR 1-1 /r MIN. eHORIZONTAL CROSS SECTION Sh.w/IXsub4WCk EXTEROOI INTERIOF 4 HORIZONTAL CROSS SECTION q Inswing configuration c• tn• JK x. m: LFS rae/e rro» FL- 15036.10 xa 4 or III D 5t R a 1 VEIMCAL CROSS SECTION O INTERIOR " EXTERIOR 61 62 2 VERTICAL CROSS SECTION Shown w/IXwb4xCk A- N.T.S. x. e. LFS ; nra6 MD.: ° n FL-15036 10 c So `'G SEE NOTE I INTERIOR — EXTERIOR T VERTICAL CROSS SECTION tT ooswopp= -IrowinD INTERIOR EXTERIOR SEE NOTE I ft, o e 3 VERTICAL CROSS SECTION 6 Ou swing conrgmfion EXTERIOR SEE NOTE I CM C t110 INTERIOR rS-'*N VERTICAL CROSS SECTION 6 Outsw v conrgurofbn SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shawn w/M sub•buck NOTE: I. Inchon oss y thru heod and Of of 4' in from eoch corner end. 4 VERTICAL CROSS SECTION 6 Inswing con"flon P yy vv 6p i qoolotif GG A 1FF4 u 1 D TYP. HEAD MASONRY a JAMBS OPENING ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE 2X BUCK N ONLY u RUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the corners may be odJusted to mointaln the min. edge distance to mortar)dnts. 2. Concrete anchor locotbw noted as "MAX. ON CENTER' must be od)usted to molnfoin the min. edge distance to mortorJoints, additional concrete anchors may be regL*ed to ensure the AMAX. ON CENTER' dlmenslon ore not exceeded. 3. Concrete anchor fable: ANCHOR ANCHOR MIN. MIN."CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY i0 ADJACENT EDGE ANCHOR Im 1/ 4- t•tN" T or ULTRACON ITW • 3/1B' 1-1/c r t•1/2' TAPCON WUUU3! RL:W 01UI ULA11VMMLAC3. I. Maintain o mh hum 5ff edge distance, I' end distance. a I• o.c. spochtg of wood screws to prevent the spEfting of wood. MASONRY OPENING FRAME O 2X BUCK I I I SEE DETAIL II I l I TYP. HEAD a JAMBS ASTRAGAL SHOWN FOR REFERENCE M TMp ONLY N TYP. SILL SEE DETAILI Ll 11I I ASTRAGAL STRIKE JAMB FRAME ANCHORING Mowry 2X tuck construction L 63 28 63T , T L DETAIL 1 DETAIL 1 Attach ashogWsLdoce boll Attach astrMoUsufoce boll stoke plates to fronts strke plates to home as sh— (OuhwfnB) as shown pArAV) 63 6S 66 64 27 LATCH R DEADBOLT DETAIL 63 DETAIL 2 DEUL 2 Attach a1110te OF Attach surloce boll stoke plots at the Threshold shoe plate at the Threshold HINGE JAMB HINGE DETAIL r"— D ZI m Yr JK o er: LFS GMllx: 1• FL- 15036.,0 tar 7 or j 7S %z V.( h Pq o MASONRY Ri $ u `aOPENINGo LLka8 28 gg€ 3n 5t rz cYi FRAME x IZ r 1= tj O 0 I „van z i St L^ 27 3 Ruu L W i wo d IX BUCK IrI LATCH a DEADROLT DETAIL c q 55 12 J V 10 N N V V1 W HINGE JAM! ASTRAGAL STRIKE JAMB FRAME ANCHORING Mosonry IX buck construction HINGE DETAIL CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comens may be odjwfed to mdnfoh the mh. 3 3 u redge dtrtonce to mortor/olnh 2. Concrete anchor locations noted as "MAX. ON CENTER" must be ocMfed to 63 G 67 Nzmahfohthemks. edge didance to mortor/oMIL additional concrete anchors may be required to enwe the MAX. ON CENTER• dlrnenslon are not exceeded. 3. Concrete anchor rode: 3o ` u as 02124112 = i 63 spur: N.T.S ° If VDffA'IL 2 o e. m. X 2 DETAIL 2 DETAIL 1 DETAIL 1 a«. W. LFS 3 Attach surface bolt Attach sutoce bolt Attach oshoDot/sutoce bolt AttachtrapIt urocebolt e r , iie.. „ strike plate at the threshold stoke plate at the threshold IMte ptoTes to hofne a e plates als g) FL- 15036. 10 01. S/8 edge spacing panel (Oulswlag) os shown bmvtr 6) wood screws to prevent the spBtthp of wood. sMist or 10 p SEE DETAIL I• 1 IYP. HEAD S JAMBS ASTRAGAL SHOWN FOR M IYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL I I I I I I I i t ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE' EMBEDMEM i0 MASONRY. • i0 ADJACENT EDGE ANCHOR •• rTw • Ted• 1•Ip• r P TAPCON IIYy TAPCON 3 1P 1.1p• r 1•T/r WOOD SCREW INSTALLATION NOTES: Mohrdnorntrdmwn distance. I•erwderonee.d I•o.e. of a NOTE: 1. THE ASTRAGAL BOLT HAS A X THROW AT THE TOP AND THE BOTTOM. a0 SEE NOTE14-- ow 4I--- oxr 0AMMUM 19 M0224 FL- 15036.10 0 9 of 10 e 5g 3 BILL OF MATERIALS REM DESCRIPTION MATERIAL IFEMI DESCRIPTION MATERIAL A I BUCK SG >= 0.55 WOOD 21 KWIXSET DEADBOLT - SIGNATURE SERIES 780 STEEL B 2X BUCK SG >= O.SS WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE C MAX.1 /4" SHIM SPACE WOOD 23 PLASTIC UP LITE FRAME (SMC) PVC D 1/4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 24 1/4" INTERCEPT SPACER STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC F 1/4" X 1-3/4" ITW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL G 3/16" X 31/4" PFH RW CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL 1 1 /4" X 2-1/4" PFH FIW CONCRETE SCREW STEEL 29 K40 X 1.79' PT THREAD MAJOR DIA. 4.0MM SCREW STEEL J 1lf X 3-3/4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD L BB X 2.1/7 PFH WOOD SCREW 1.IS'MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC M 88 X T PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. N 1/4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1 HURRICANE ASTRAGAL ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 2 ASTRAGAL STRIKE PLATE STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH FV (MIN.) - 6,000 PSI FIBERGLASS 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 42 TOP RAIL COMP. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM W HINGE STILE WOOD 9 4' X 4" HINGE .09r THK. STEEL 4S BOTTOM RAIL COMP. 10 10 X 3/4' PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM 1.9 Fbs. DENSITY POLYURETHANE I 1 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 12 A 10 X 1-31C PFH WOOD SCREW STEEL 51 SIDELITE TOP & BOTTOM RAIL COMP. 13 010 X 1-I /T PANHEAD SMS STEEL 52 SIDELITE STILE WOOD 14 1" L. X .04U^ DIA. BRAD TRIM NAIL STEEL 60 1 /T SURFACE BOLT SPACER STEEL 1S INSWING SIDELITE SPACER PVC 61 IVES SURFACE BOLT A454 B.0' L X .2S'THK. STEEL STEEL 16 OUTSWING SIDELITE SPACER PVC 62 1/4.20 SEX BOLT W/ 1 /4.20 FEMALE END X 1-3/4" L. STEEL 17 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 18 6.18 X 1-3/4" PFH SCREW STEEL 64 N 10 X 2-1/7'PFH SCREW STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 65 3/16' X 2-1/4" PFH ITW CONCRETE SCREW STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 66 3/16" X 2.3/4' PFH ITW CONCRETE SCREW STEEL 67 131liV X 3.3/C PFH ITW CONCRETE SCREW STEEL T 19 20 Jome fIDE 2,11' 4.56' I 11.68' I r 2 6" f Q o %* 59 NIGH DAM 1NRES OLD tJ 51LZ40— C UIE FRAME 16 0 WIN IDEUIESpocer 1 2.1 L _T r IS swum G SIDF Q'., I -1 e p i3 df o x i mnL` IsmL. N.T.S. FL— 15036.10 ED -ma-m 1/2/2018 Florida Building Code Online Busine-ss &Professional Regulation BCIS Home Log In I User Registration Hot Topics I Submit Surcharge Stats a Facts ; Publications FBC Staff , SCIS Site Map I Unks I Sear, dbpr®Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL N FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By • Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https:/Nvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRX RfEB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 FL it I Model, Number or Name Description 1 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x8O" NON - REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE I 15332.2) SERIES 420 ALUMINUM SGD; Installation Instructions FL15332 R4 11 08-00500E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510807D.odf SERIES 420 A_L_U_M_INU_M_ SGD OX, XO, XX 96"_x80" N_ON- REINFORCED, Limits of Use;_- _ _ Installation Instructions Approved for use in HVHZ: No' 11.15332 R4 11 08-00498E.gg Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No, Created by Independent_ Third Party_Yes, Design Pressure: NIA'_ _ _ -_ _ _ Evaluation Reports' Other: REFER TO APPROVAL DOCUMENT_ FOR DESIGN PRESSURE `FL15332 R4 AE 510805D.Ddf RATINGS Created by Independent Third Party_ Yes,' REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE Limits Approved for use in HVHZ: Approved for use outside _H_ VH_ Z: Yes Impact Resistant: No, Design Pressure: N/A _ _ _ Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE] JiREINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.6 I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.7 I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE Installation Instructions FL15332 R4 II 08-02248C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports LIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96'1 FL15332 R4 11 08-02249C.odf` Verified By: Luis Roberto Lomas 62514_ Created by Independent Third Party: Yes, Evaluation Reports,_____ __ FL15332 R4 AE 512969C.odf; _ Created by Independent Third Party:_Yesj Installation Instructions FL15332 R4 11 08-02250C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512970C.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FL15332 R4 If 08-00499E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLI5332 R4 AE 510806D.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FL15332 R4 11 OB-00501E-Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLI5332 R4 AE 510808D.odf 15332.8, SERIES 430/440 ALUMINUM SGD, SERIES 430/440 ALUMINUM SGD X_X_X 143"x80" NON REINFORCED,' Limits of use 'Installation Instructions] https://www. 1/5/2018 Approved for,use in HVHZ: No FL15332 R4 11 08-00502E.Ddf rApftoved for use.;outside•HVHZ: Yes Verified By: Luis'Rob4rto•L'omas.62514 iImpactrResistant' No Created by Independe"h0h'ird Party: Yes DeessionjPressure:',N/A Evaluation'Reports Otheru REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332',R4 AE 510809D.odf• R4TING§' Created by Indeper diht Third Pari"y, Yes 15332.9 I SERIES 430/440 REINFORCED I SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 Il 08-00503E.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 PRESSURE FL15332 R4 AE 510810D.odf RATINGS Created by Independent Third Party: Yes The State of Florida is an WEED 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 sen electronic mad to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wiy 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 licerr. under Chapter 455, F.S., please dick here . Product Approval Accepts: 0 WEN9 Credit Card Sate https://foridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 313 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSWILOY 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. WINO LOAD DURATION FACTOR CA-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM, 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFO FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. S. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 00 NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO a 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 ANCHORING INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: X WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GNA 33KSI OR ALUMINUM 6063-TV .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX. XP, PX, XIP, PIX. TABLE OF CONTENTS 01Vax HEFT NO. DESCRIPTION F.A. 1 NOTES ' ''u= NTS 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS I xv I aNssAminn I GAR I AFPMC%= 1 A I ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTINC 10/29/13 RL C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 RA- 0 REVISED INSTA. ATION OETAILS 07/30/1S R.L. E W.SE0 INSTALLATION OETAILS 06/20/17 ILL SIGNED: OWI12017 MI WINDOWS AND DOORS LLC 650 WETZ.MARKET STREET 1111111irrr, PA J J S 2 *- = SERIES 420 SGO 96" X 80' NON -REINFORCED k. c,0y j 511 a+ 1e o M NOTES I4 TAT Of t5E z i Ss1ONA x 08 00 E N0aG` Luis R. Lomas P.E. Fl NO.: 62514 tc 02/23/09 98 OF 10 LRMRMLOwtNP.E 14=WOWMAORDLEINUVRLE,AC27M 4Trauam D)11 6" MAX 95- MAX FRAME WROTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REOUIREO 17- r 1 MAX I 5" MAX 17" MAX O.C. SO- I O X AX GHICHR 6" MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RA MYG 40.OPSF NONE SEECHARTS a1 AND 42 FOR OTMER UNITS RATINGS NOTES: 1, MAXIMUM PANEL SIZE: 46 14'W 79' 2 MAXIMUM 0.L0.: W 5W W 74 SB' 6" MAX r4. 1(1) RAT MOUNTED HANDLE SET (PART a9904.145) LOCATED 36 314. ON CENTER FROMPANEL BOTTOM 9. 1(1) METALLIC TANOEMROLLERS (PART a99.17.195) AT EACH ENO OF PANEL BOTTOM RAILS Ocxl4pIarI ADDEO CHARTS ROMEO PER NEW TESTINO ADDED FLANGE AND FIN INSTALLATIONS RErISEO varALLATION DETAILS REVISED INSTALLATION OETNLS CHART 0I WHERE WATER INFILTRATION RESISTANCE IS REOUIREO. SEENOTE 9 SHEET 1 Design pfessufB chart (psy Frar10 SMp4 F WNI 8W ToW Frame INUth (in) it40-9 30.0 36.0 420 46.0 6100 n00 64.00 MOO PDX Nog Pos Noy Pot Nep Pos Hap 55.1 40.0 46.2 400 43.4 40.0 40.0 CMARTa2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO. SEE NOTE 9 SHEET 1 Design PM=Wfo Chart &SO Frone Sirgb Parcel am Tow Frame Wdfh (in) Nogg 36.0 420 440 7200 64.00 96.00J5,1 NOVPas 55.1 Nog Poa Nap Pas NOV MO 2 1 45.2 43.4 1 43.4 1 40.0 1 AM CNARTs3 Numbw cfanch0f l0Catlanara0alrod Frame Strgb Panel arid Tout France w4aIn (nl Height 4 J6 a 420 4&0 60.0 n0 1 "0 96.0 Has Jamb HSS I Jamb MIS Jamb M45 I Jamb ao.0 4 5 5 5 6 1 5 6 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 $GO 96" X 80` NON —REINFORCED ELEVATION I F.A. 1 08-00498 1 E NTS 1— 02/23/09 —2 OF 10 L PON oat APPRoVm 03/05/12 R.L 10/29/13 R.L 12/06/13 RL 07/30/15 R.L. 06/20/17 R.L. SIGNED: 06120/2017 tNt1UIh/fR . to STAT 25 E OF ; Omot 10NAL'E;\\ Luls R. Lomas P.E. FL No.: 62514 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD h JAMBS SEE CHART J4 FOR NUMBER OF LOCATIONS REQUIRED 17' 6 MAX MAX rO.C. I MAX II 17- MAX O.C. 80' LANs FRAME HEIGHT 6' MAX SERIES 420 SGO EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING IMPACT RATING SEE CHART d4 FOR NUMBER OF 340.OPSF NONE LOCATIONS REQUIRED SEE CNARTS /1 ANO r2 SHEET2 FOR OTHER UNITS RAIUVGS 6' MAX NOTES: 1. MAXIMUM PANEL SIZE: 46 1Q'r 79' 2. MAXIMUM D.L.O.: 44 W x 74 S9' HOLE SET (PART e9944.145) LOCATED 36 3I4• ON CENTER FROM PANEL BOTTOM ROLLERS (PART a99.17.195) AT EACH ENO OF PANEL BOTTOM RA9.S CHART v Numbs Wandler loca0ons rgod d Ram SIA& Paul am TOW 04 wAh (N wx sae A4 1ao 4Lo 60.0 7s0 1 64.0 9" NLS Jame I NLS I Jams I Nis I J8.6 I NLS I Jame 48ma0 s 1 S 1 5 1 e 1 S 1 6 5 Rr"S10 s ocsckv m aR' APPACK9 ADDEO CHARTS 03/05/12 R.L. REUSED PER HEW TESt1NC 10/29/13 R.L. ADDEO FIANCE AND FIN INSTALLATIONS 12/06/13 R.L. REUSED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. SIGNED. M20/2017 MI LLC 1 111I O1i— 650OWESS AROEDOORS S GRAT2. PA 17030 v\v GENSt 9.PG ir• a 261 sSERIES420SGO 96" X 80' NON -REINFORCED r FIN ELEVATION STATE OF : A F';OR10T;•?: rtv 0838 E ssIO111At11E G``` LYIi R. Lomas P.K. MAL NTS 0"R 02/23/09 OF 10 L ROWATO COMAS P.C. tart WOODF RD RO LVMSVRiE. AN;:TQT! 434.9904M A atoOft ,r a, - -- FL No.: 62514 1/2• MIN. EDGE DISTANCE W000 FRAMING OR 2X BUCK 1 3/8' MIN. EMBEDMENT I BY OTHERS 1/4- MAX. SHIM 010 WOOD SPACE SCREW EXTERIOR 11 11 11 11 INTERIOR B10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER ANO JOINT SEALANT BY OTHERS T06E DESIGNED IN ACCORDANCE W TH ASTM E2112 1 3/8, MIN. EMBEDMENT 7 — 1/2- MIN. EDGE DISTANCE E SET IN APPROVED SEALANT 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. LIENT MIN. STANCE I16Vr9a"s 0cvJwM9 ash NpW40 ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 RA. ADDED FLANGE AND FIN 11MALLATIONS 12/06/13 R.L. REVISED INSTALLATION OETA45 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 RA. 1/4• MAX. SHIM SPACE r -"% INTERIOR k_ EXTERIOR JAMB INSTALLATION DETAIL MOO FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 $GO 96` X 60" NON —REINFORCED FRAME INSTALLATION DETAILS atwt orc Np. F.A. 08-00498 s lc NTS jwc 02/23/09 —4 OF 10 L RMRTO LOMAS P.E. I -kV w000POR0 RD LEwISvUL mC:= 4449S M dWw$6Ytmar.Ift QW SIGNED: 06/20/2017 1R I I. GENs .P'G 101YWE40 Luis R. Lomas P.E. FL No.: 6251 A METAL STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE EXTERIOR 1/4• MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR ALL TO BE SET IN I BED OF OPROVEO SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. (MERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOxNT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WNM ASTM E2112 T-- 1/2' MIN. EDGE DISTANCE I 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4' MAX. r SHIM SPACE M 1 041E Ap "Mm A ADDEO CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L C ADDEO FIANCE AND FIN wsvAL ATIDN$ 12/06/13 R.L 0 REVISED INSTALLATION OrMs 07/30/15 R.L. E REVISED oWA LAnON DETAILS 00/20/17 R.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS oRm t OW0 11a F.A. o8—oo498 suu NTS a"Tc 02/23/09 —5 OF 10 L R06ERIO LONAS P.E. ITT= ROOOFORO RO LEMSVILLE. AC T.EW 47/-65d w .arnavoebmalp.arn SIGNED: OW012017 G E N SE;9.P 4TAT 1T51o4E Of : 11t\ ONA``,' Luis R. Lamas P.E. FL No.: 62514 1 1/2' MIN 1- MIN. SEPARATION EDGE DISTANCE A ADOEO CHARTS 03/05/12 R.L. B RMSEO PER NEw Taw 10/29/13 R.L. C ADOED FLANGE AND FIN WSTALIATIONS 12/06/13 R.L. 1 1/4- MIN. 0 REVISED WSTALLAPON OETAM1S 07/30/15 Rd. EMBEDMENT a:. 1 1/4' MIN. CONCRETE/ I EMBEDMENT E REVISED INSTALLATION OETNLS 06/20/17 R.L. MASONRY 1 4 MAX. BY OTHERS SHMISPACE OPTIONAL Ix 8VCK . 1/4' MAX. TO BE I- ° I SHIM SPACE PROPERLY MIN. .' ' ' I INTERIORSECUREDEDGE SEE NOTE 3 DISTANCE SHEET I 3/16' TAPCON I MIN EXTERIOR INTERIOR SEPARATION SILL TO BE SET IN ° A BED OF APPROVED SEALANT 3/16- TAPCON ' 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ OPTIONAL 1 X ' BUCK JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRETE/MASONRYINSTALLATTQN BY OTHERS SECURED SEE NOTE 3 SHEET 1 a. • 1 1/4- MIN. NOTES: e EMBEDMENT 1. INTER001 AND EXTERIOR FINISHEa BYOTNEAS, a ' • NOT sHoww FOACLARITY. 2 PERIMETER AND JOINT SEALANT BYOTNERS TO BE DESIGNED INACCOROAACE W?N ASTM E2112 SIGNEO: 06202017 2 7/8- MIN 1- MIN. MI WINDOWS AND DOORS LLC ``CI SEPARATION EDGE DISTANCE ` l1lI 650 WEST MARKET STREET ` 5, • OyV/iVERTICALCROSSSECTIONGRATZ. PA 17030 'GERSF•`P CONCRETEA" SONRYINSTALLATTON SERIES 420 SGO >k• 0 5coalt FRAME X 80' NON —REINFORCES o E FRAMEINSTALLATIONDETAILS D , TAT Of aurx oc 1.0 1uv lOR1aT: G. F.A. arc 08- 00498 E NTS 02/23/09 6 OF 10 L ROBERTO LOW" P.E. Luis R. Lomas P.E. FANw000FXMROLE11W15VULA'C 27053 FL No.: 62514 0140409 +b YIww*p. n WOOD FRAMING OR 2X SUCK BY OTHERS 1/2- MIN. EDGE OISTANCE 1 3/8• MIN. EMBEDMENT 1/4' MAX, SHIM SPACE 10 WOOD SCREW EXTERIOR 11 It 11 11 INTERIOR E SET IN APPROVED SEALANT 010 WOOD SCREW l0 FRAMING R 2X BUCK BY OTHERS MIN. BENT MIN. wAa uISTANCE VERTICAL CROSS SECTION WOOD FR MIAGOR2.KBUCKINSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO IN ACCORDANCE WITH ASTU EZI12 1 3/8' MIN. EMBEDMENT 1- 1/2' MIN. EDGE OISTANCE j110 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS FlEmp S ALv COMM" art Opeovo A ADOEO CHAIRS 03/05/12 R.L B REVISED PER REw TE9TM0 10/29/13 ILL C ADDEO FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E REMSEO IRSTAUATKIN OEEAILS 06/20/17 R.L. 1 /4' MAX. SHIM SPACE INTERIOR m I L EXTERIOR JAM8 INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80' NON —REINFORCED FLANGE INSTALLATION DETAILS GUM 0rc A0. F.A. . 08-00498 WAZ NTS I MT' 02/23/09 9""T7 OF 10 L R=RTOLOAW P.C. 1472 WOD0FOR0 RO LEWISVKLE NC 2'IL'L Urd4loe07 nbm aamsspraom SIGNEO: 06220/2017 ft11 I to NSE;9.P ONA 11 a`` Luis R. L*M03 P.E. FL No.: 62514 1/2• MIN. EDGE olsrANCE METAL STRUCTURE BY on+ERs 10 SMS OR LF ORILUNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4" MAX. SHIM SPACE e10 SMS OR SELF ORILUNG SCREW INTERIOR OLL TO BE SET IN I BED OF 1PPROVEO SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRRUCTURE INSTALAATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOrSNOIm FOR CLAmiv, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W/7NASTAM E2112 L 1/2' MIN. EDGE OISTANC 10 SMS OR SELF ORILUNG SCREWS METAL STRUCTURE BY OTHERS iv rca oc$cnpIw ADDEO CWIRTS RENSEO PER NEW TESTING ADDEO FIANCE AND RN 1NSTALLATXIUNS RD= INSTALLATION OVAILS REVISEO WSTALLATION OETAILS JAMB INSTALLATION DETAIL METAL STRUCTURE IN8TALLAT70N MI WINDOWS AND DOORS LLC 650 WEST.MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80' NON—REINFORCEO FLANGE INSTALLATION DETAILS F.A.08—OOA98 sou NTS 3702/23/09 I SmW8 OF 10 l ROKITTO1011 P.E. fAX WOOOFO W RO LEWISNALE, NC 27027 APPRQVW . MT903/ 05/12 RL. 10/ 29/13 R.L. 12/ 06/13 ILL 07/ 30/15 R.L. 06/ 20/17 Rd. SIGNED: 06 14/2017 g 11I. t ol/z/ 41 i 0 6 ••k_ p EOF ;40:: 0RICT; • ONAL1 NG```` Luis R. Lomas P,E. FL No.: 6251A CONCRETE/ MASONRY BY OTHERS OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN I' MIN, SEPARATION EDGE DISTANCE 1 1/4- MIN, d EMBEDMENT 1/4' MAX. SHIM SPACE r 3/16' TAPCON EXTERIOR U U L —U INTERIOR 1 MIN. EMBEDMENT 1 I AtM50fS AN 4)[304"ON MTE AVV OYL7) A AD= CHARTS 03/05/12 RA, 0 REMSEO PER NEW TESTING 10/29/13 R.L. C ADDEO FLANGE AWO PIN INSTALLATIONS 12/06/13 R.L 0 REVISED INSTALLATION OETNLS 07/30/15 R.L E REVISED INSTALLATION DETAILS 06/20/17 R.L. 1/4' MAX. r SHIM SPACE MIN. EOCE DISTANCE . 3- .. MIN SEPARATION INTERIOR 3/16' TAPCON EXTERIOR SILL TO BE SET IN A 13EO OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETEMASONRYWSTALLATADN 4 a. 1 1/4' MIN. EMBEDMENT e• ' e' 2 7/e' MIN 1' MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETFJMASONRYWSTALLATWN TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES. 1. INTERIOR ANO EXTERIOR FINISHES. SYOTNE$M NOT SHOWN FOR CLARITY. 2 PEAIMETERAND ANNT SEALANT BY OTHERS TO 8E OESIGNEO IN ACCOROANCE wrrM ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS ort rse one w. F.A. 08-00498 Sc" NTS I D"n 02/23/09 sT9 OF 10 L. RODERTO cOMAS Y E. 3 6VOODFORDRDLEMSVILLENCJ7an 7v4w.ow vbwpMxnvw.wffl SIGNED: 0&20/2017 SRIIIL/0',/'' 9EO6OF i0F OR10* • : 0101YAi1t G`. Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING _ 1/4 MAX BY OTHERS I SHIM SPACE 0 WOOD SCREW INTERIOR 1 1/4' MIN. EMBEDMENT APPROVED SEALANT — BEHIND FIN EXTERIOR 7/16- MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOW FRAMING OR2KBUCK INSTALLATTON METAL STRUCTURE 1 BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4' MIN. 8 WOOD EMBEDMENT WOOD FRAMING SCREW BY OTHERS INTERIOR 1/ 4' MAX. HOOK STRIP 7/ 16' MIN, EDGE DISTANCE EXTERIOR ROISIO16 OCSCMPWN arc A"RQVW ADOM CKMM 03/05/12 R.L. RCASED PER NEV TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. RENSEO INSTALLATION DETAILS 06/20/17 R.L. 1 5/8' MIN. EDGE DIST. TRIM INTERIOR MASONRY/ CONCRETE BY OTHERS 1/ 2' MIN. EDGE DISTANCE HOOK STRIP SHIM SPACE ' POSELF DRILLING INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK IAISTALLATOW FOR SILL INSTALLATION SEE SHEETS 49. NOTES., 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMEMR AND JOINT SEAL NT SYOTHERS TO BE DESIGNED IN ACCORDANCE VMHASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/ 2' MIN. EDGE DISTANCE 1 3/8' MIN. INTERIOR ' EMBEDMENT NOOK STRIPe SCREW000 PANEL EXTERIORINTERLOCK HOOK STRIP INSTALLATION 2X BUCI4 VOOD FRAMING 1 1/4' MIN. EMBEDMENT 1X BUCK BY OTHERS. 1X BUCK TO 8E PROPERLY SECURED 3/ 16' TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYJCONCRETE SIGNED: 062WO17 MI WINDOWS AND DOORS LLC x0%i11111//// 650 WEST MARKET STREET J S!;' to 4f GRATZ. PA 17030 GENSF9JI t z SERIES 420 WO 9X NON —REINFORCED o7••0 FAND HOOK INSTALLATION DETAILS ATE OO,'' OR1C7; CRAr1c orc naRLV08—T90 E STONIAIILAN\\`` Luis R. Lomas P.E. FL scat NTS O TE 02/23/09 OF 10 LROURTOLOMOA:E. 14M WODOFDRO NO LEWISVILLE. NG770'J 346"4m tow- 4 +L "w w.can Na.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS. OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1 /3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8. SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION OirAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE % 10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS TWIN THE MINIMUM STRENGTH SPECIFIED BELOW. A WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063-T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX. XP, PX, Xlv. PIX TABLE OF CONTENTS DESCRIPTION t I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS Ac4ams oaoe om" WE APMWVW ADDED FLANGE AND FIN WiTAt1AnDN 12/10/13 R.L. REVISED INSTALLAnam DETAILS 05/03/15 RL. REVISED INSTALLATION OETAA.S 06/21/17 R.L. SIGNED: 062la017 MI WINDOWS AND DOORS LLC 650 WEST GRATZ. PA K 030ET REET L1LI11NrIr1j rJ'\GEN,?,.y 6Wz4.7Ad0eOF SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X 96" NOTES 000'.• y, O. u 08-02249AC iB4ONA ` NTS0TC10/30/13 9ia' t Of TuLuis R. Lomas P.E. fl No.: 62514 LRWRTOLOWSP.6. F432 0009 WROLEMSVAUXAC = 4N488-ftw AIm-so mssprmrs 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART g3 FOR NUMBER OF LOCATIONS REOUIREO 6• MA)( r 17' MAX I O.C. -i 6' MAX 6' MAX 17' MAX O.C. 96' MAX FRAME HEIGHT SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING aNPACT RATING 135.OPSF NONE SEE CHARTS /1 AND 4FOR OTHER UNITSRA17NSS NOTES. I. MAXIMUM PANEL SIZE: 4a I/2's 9S' 2. MMXIMUTA0.L0.:44S8•s905a' I FLAT MOUNTED HANDLE SET (9904.143) AT 39 314• ON CENTER FROM 1 METALLIC TANDEM ROLLERS (99.17.195) AT EACH ENO OF PANEL SOT UMaNUM60a3• T6 REINFORCEMENT (6ae)ATALL PANEL INTERLOCKS CHART#$ WHERE WATER INRL IRA TION RESISTANCE IS REOUIRED. CfYA = a-. . REV I Oescmvtlou 04tt I OPWICO A ADOEO FLANGE ANO FIN INSTALLATION 12/10/13 R.L. 9 REVISED INSTALLATON OETALS 06/03/15 R.L. C REVISED INSTALLATION OETNLS 06/21/17 R.L. Dos gn pmswm chart &A Forte Saab Fane1 aM TOW Franc WOW 0m) H31ght J0.0 30.o410 V 48.0 in) Q0.00 7200 D100 a&00 Pos NpI Pas I Non Pos Np Pos Np a40 40.0 6e.4 40.0 50.9 0.0 a5.7 a0.0 42.0 aR0 40.0 55.2 1 40,0 1 411.0 40.0 aJ.O 394 39A sL0 4ulu 1 =4 1 40.0 45A a0.0 a0.6 J7.t J7.1 MCC 40.0 1 49.6 1 40.0 a3.1 3e.a Jaa 35.0 J5.0 CHARTA2 WHERE WATER WFILTRAT*N RESISTANCE IS NOT REOUIREO. SEE NOTE 9 SHEET l Oasl a Or a=Mum chart (PS/) Faro SNpo Pala and TOW Frans WOW (Ml H J0.o 3ke a0. 0 ti) a0.0o 72 06.00 Pos Np Posp Pos Np a4. 0 SOA M4 50.9.7 a2A 42 aR0 552 55.2 4".0 39A 39.4 020 52.a 52.a 43.4.a 77.1 J7.1 940 49A a9.e 43.1e.4 25.a 3S0 CHART Number of anebor bacons rfoulrod From 5WW PanW ano TOUI Fans WWn In) Mows J0.0I J0.0 42A Ib.0 a0. 0 l 720 HA 96.0 H& S Jamb N45 Jamb N45 am0 N4S jamb a a 6 S 0 6 6 a a SLO 4 a 5 8 8 6 8 6 02A 4 a 5 a 6 6 a 6 no 4 8 5 8 6 a a a MI. WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96' ELEVATION V. L. 1 08-02249 C ' 19" a NTS -M 10/30/13 -2 OF 10 1 L R08ERTO LOAtS P.E. 7 WOOOFORO RO LEWtSVIILEj NC 27M a5+ zae.oW2 raar obrrura.mn SIGNED: 06/21l2017 e••. 6EN`4ta``P ATAYE0 O5F - 4r rlllllll\\' Luis R. Lomas P.E. FL No.: 62514 e w FF HE 26' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD k JAMBS SEE CHART /4 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX 17' MAX I r f r---t O.C. I 6- MAX 6' MAX 17' MAX O.C. 6' I —, AX 1ME GMT 6' MAX N SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) 51u HORS PER LOCATION EXTERIOR VIEW SEE CHART 14 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RAnNG IMPACTRITING REQUIRED t35.0PSF NOWE SEE CHARTS 81 ANO 82 SHEET 2 FOR OTHER UNITS RAJWGS 1IA. III) FLAT hMNTEDNAVDLESET (99.46-1451AT383M•ONCENTER FROMPANEL60T1'OM I ALL PANEL INTERLOCKS my I oC5cw110N 0-n IA9 aWc6 A AOOEO FLANGE AND i1N thvrALLATION 12/10/1; 1 R.L. B REIASW INWALLATKIN DETAILS 06/03/15 R.L C REMSED INSTALLATION OEfNLS 06/21/17 1 ILL NOTES: 1. MAXIMUM PANEL SRE: 46 yr a 95' 2. MAXWUMO. L.O.:445AT'a90SB' CHART 04 Numba 9I ancha /ocadominaaullod Fwa 51100 fb" NW Taut WIG w10614;n) Dom 30. 0I no 410 1 40.0 h) 60. 0 1 72.0 b.0 1 9" HaS I Jamb I Has lamb I Has Jamb M&S Jamb NA a 6 5 6 6 6 6 66.0 4 6 5 6 T 6 8 6' 92A 4 8 5 6 69" 4 650668MIWINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SOO REINFORCED WITHOUT ADAPTER 96" X 96- FIN ELEVATION L1 03- 02249 LL NTS 6''y 10/30/13 1 "w3 OF 10 L ROWERTOLOUA, SPE 14" wowF0R0 RD LENISVILLE. Nc 27= 4y146a4a09 dba/ aa(alonutiw 4Oa SIGNED: 06/ 21/2017 aatuulll J` S 0 R. 1.E OATS" PF' ; OR1aT: • ? NA Lu( s R. Lbrn6s P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE W000 FRAMING1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS I MAX. SHIM 110 WOOD SPACE SCREW 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOW FRIMM OR 2X BUCK INSTALLATOW NOTES: 1. INTERIOR AND EXTERrOR FINISHES, OrOTNEfM NOT SHOWN FOR CURRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WRHAS M E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT IIN. wvc VgTANCE 1 3/8' MIN, EMBEDMENT T— 1/2' MIN. EDGE DISTANCE 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS RLVI$gM9 MATE rroav+N A00E0 FIANCE AND FIN 01STALLATKIN 12/10/13 R.4 REVISED WSTALLAT*m DETAILS 06/03/1S R.4 REVISED MWALLATION OETAIIS 06/21/17 R.4 1 /4 MAX. SHIM SPACE INTERIOR JAMB INSTALLATION DETAIL KVOO FRAMING OR 2X SUCK INSTALLATION SIGNED: OW 112017 MI WINDOWS AND DOORS LLC 0%tiIIII/j," 650 WESTGRATZ. PAMARK17030REET S0 961SERIES 420 SGD REINFORCED WITHOUT ADAPTER 1k• cPSI : *- 9X 96' FRAME INSTALLATION LLATION DETAILSTAT Of oe V. L• arc "°. av O . F• L0Rt0T: • ?: i S'• G scat 08- 02249 C SI'lMAi11 O 0 NTS I6`1E 10/30/13 y'nT4 OF 10 L QOWRTO COMAS P.E. 14,'R ORO WOOOF ROLEINSYRLE NC 27QJ Luis R. Lomas P.E. 4M.60154009 ¢ omtrpNa,vtp,. FL Ni).: 6251 A METAL STRUCTURE BY OTHERS 1/2' MIN. j EDGE DISTANCE r 1/4' MAX. A r SHIM SPACE 10 SMS OR SELF ORILUk; SCREW EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FwjsHES. BY OTHERS NOT SHOWN FOR CLARITY, Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ACCOROANCE WRH ASTM E2112 1 1/2" MIN. EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS ow"No16 0tcv ocscpw11o. puc •IROYL9 A AOOED FLANGE ANO Fill INSTALLATION 12/10/13 R.L. 6 REVSED INSTALLATION DETAILS 08/03/15 RL. C REVISED INSTALLATION OETNLS 06/21/17 R.L. 1/4' MAX. r SHIM SPACE JAMB INSTALLATION DETAIL METAL STRuCT11REW6TAuATION MI WINOOWS ANO DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' FRAME INSTALLATION DETAILS DROM OYS N0. R V.L 1 08-02249 NTS o 1C 10/30/13 —5 OF 10 L ROBERTO LOW" P.E. 1:22 W000PORO RD LENr,SwLLE, AC 570:7 434408-O&V ++Io.oan SIGNED: OW IaO 17 CIE ti, - -f moo, TATE OF z OR10T' Gam? Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN t' MIN. SEPARATION EDGE DISTANCE I 1 1/4' MIN. a EMBEDMENT CONCRETE/ a' MASONRY BY OTHERS 1/4' MAX. SHIM SPACE OPTIONAL 1x BUCK TO 8E PROPERLY SECURED SEE NOTE 3 SHEET 1 ' 3/16' TAPCON 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR SILL TO ET IN A BED OF APPROVED SEALANT DOWTaA arc PPIOVo ADOEO FLANGE ANO nx tMSTAIlAT10N 12/10/13 R.L. REVISED INSTAL1A110N DETAILS 08/03/15 R.L. RENSEO INSTAU•ATION OVAILS 06/21/17 R.L. 1 1/4' MIN, EMBEDMENT 1/4' MAX. t' • ' I SHIM SPACE MIN. EDGE DISTANCE . 3. a MIN SEPARATION a INTERIOR 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMS INSTALLATION DETAIL OPTIONAL tx BUCK CONCRETEAMASONRY INSTALLA TION TO BE PROPERLY SECURED SEE NOTE 3 SHEET I a NOTES: d 1 1/4• MIN. I. INTERIOR AND EXTERIOR RNISHES. BY OTHERS. e• . • . '. EMBEOMENT NOT SHOWN FOR CLARITY. 3 i :• 2.PERIMETER NOIN SEALANT a a: BO TOBEACpOCEA17 SIGNED: Oa21/2017 LMI77Z/a- WINDOWS AND DOORS LLC lI, MIN t'MIN. EDGE DISTANCE 650 WEST MARKET STREET GRATZ. PA 17030 aR!li5 .. , GAATION VOEN`rtc9'i VERTICAL CROSS SECTION SERIES A20 SGO REINFORCED WITHOUT 'ADAPTER ir• ,,jjo 6 CONCRETE/MASbAIRt'INSTACLATION X 9 FRAME INSTALLATIONN DETAILSOF O . CROMe osc "° M 08 C se u 69 OF 10NTS — 10/30/13 I'llitto``` LItMMOC*VASY,f. I4VW0001WOROLEW*VXLE.N• Van LUIs R. Lomasas P.E.P 4364"•osos amuaprl,,,r..,, FL NO.: EDGE DISTANCE I/2' MIN, WOOD FRAMING 1 3/8' MIN. OR 2X BUCK I EMBEDMENT9YOTHERS 1/a' MAX SHIM SPACE 10 WOOD SCREWS EXTERIOR L-U LJ mrrm0R f0 BE SET IN OF WED SEALANT 10 WOOD SCREW 00 FRAMING OR 2X SUCH BY OTHERS MIN. ENT GWG VWIM\,C VERTICAL CROSS SECTION WOW FRAMINGOR2XBUCKM MALLAT/0N NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS, NOT SHOWN FOR CLARIM 2. PERA(ETER AND JOINT SEALANT BY OTHERS TO SE DESIGNEO IN ACCORDANCE YA77/ AST)W E2112 1 3/8' MIN. EMBEDMENT 1/ 2' MIN. EOCE DISTANCE 010 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1/ 4' MAX. SHIM SPACE ALV610N7 om AfM100Y(y ADDED RANGE AND FW 1NSULLATK)N 12/10/13 R.L REVISED 14STALLATION DETAILS 08/03/15 R.L REVISED INSTALLATION OETAILS 06/21/17 1 ILL INTERIOR R EXTERIOR JAMS INSTALLATION DETAIL VVOW FRAMING OR 2X BUCK INSTAUATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 1111111ur 650 WESTG.RATZ MPA 17ET 030REET G£Ny SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X INSTALLATION DETAILS A. TATEOfcoa, o*.:FLANGEowx av QRIOT;. 08 9 C Sra sojA1'' W'4K HITS 10/30/13 7OF 10 111 LRWRIOLOMOP.E. 14V „'OOOFORO RO LEWWAUE. NG 27G'J LYI! R. Lomas P.E. Aw-05- 040 .*wwgvrenIwv cm FL No.: 6251 1/2• MIN. EDGE I — DISTANCE METAL STRUCTURE BY OTHERS EXTERIOR 1/4• MAX. SHIM SPACE IERII 110 SMS OR SELF DRILLING SCREW OR L TO BE SET IN BED Of PROVED SEALANT 110 SMS OR SELF OR0.LNG SCREW METAL STRUCTURE BY OTHERS 1/ 2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINLSHES. BYOTNERS. NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WI IN AS TM E2112 1 1/ 2' MIN. EDGE OISTAN( 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS Rnl4a6 Rlv aacnrnoN "TC Lrvrtolm ADDED FIANCE AND nN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 06/03/15 R.L C REVISEO WSTALLATIDN DETAILS 06/21/17 A.L. JAMB INSTALLATION DETAIL METAL STRUCTURE wSTAuAnav MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' R 96, FLANGE INSTALLATION DETAILS OR" M. Cyc ri* R V. L. 08-02249 xxt NTS f' 10/30/13 —8 OF 10 L ROMATOLOLLt9PE. KV WOOosoRO RO LEWISVILL.E. AC 2)= aLaxaos , op ngr.e,,, SIGNED: 06,2112017 Ll0 i GEN` SF9'P' o 5 ••*= O. Iii1o.. 11`` Luis R. Lomas P.E. FL No.: 62514 1 1'/2• MIN. 1• MIN. Nchaans SEPARATION EDGE 061ANCE RLV Oc5cmr?w arc AVAIe M A ADDED FLAHCE AND nN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION OETAI S 00/03/13 ILL C REVISED INSTAUA110N DETAILS 06/21/17 R.L.' 1 1/4' MIN. ' CONCRETE/ EMBEDMENT ' ' • • 1 1/4• MIN. MASONRY — EMBEDMENT BY OTHERS 1/4' MAX. OPTIONAL _ SHIM SPACE I BUCK TO BE .• J 1/4' MAX. PROPERLY ; , • I SHIM SPACE SECURED MIN. • • INTERIOR SEE NOTE 3 EDGESHEETt DISTANCE v 3/16• TAPCON _ EXTERIOR 3 aINTERIOR •MIN. , SEPARATION v SILL TO BE SET IN a A BED OF }/ t6• TAPCON 3/16• TAPCON APPROVED SEALANT EXTERIOR CONCRETE/MASONRY eyJAMB INSTALLATION DETAILOTHERS MASONRY/ CONCRET&MASONRYINSTALLATION CONCRETE OPTIONAL IX BUCK BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: a --F t. INTERIOR ANO EXTEMOR FINISxES, BY OTHERS, 1 1/a' MIN. NOT SHOWN FOR CLARITY. a• .' EMBEDMENT 2PERIMETERAND JOINTSEALANT BYOTHERS TOBE a ., .. DESIGNED IN ACCORDANCE WITN ASTM E2I 1= SIGNEO: 06?1/7017 2 7/8• MIN, 1• MIN, MI WINDOWS AND DOORS LLC ``ttt1111u/I SEPARATION EDGE DISTANCE 650 WEST MARKET STREET `5!;•• LO i1 VERTICAL CROSS SECTION GRATZ. PA 17030 ` . •\G E Ar I J/ CONCRETSU4—$ NRY INSTALLATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER *- FLANGf INSTALLATION DETAILS ?+ 20. TAT OF DRAM V, L owc No. 08- 02249 aN i iiA A,OR10T; C-0SCAU NTS °"T' 10/30/13 T9 OF 10 C 11F\ LROSEMOLOIwaPE. Luis R. Lomas P.E. I4= "0WF*R0 RO LEM7SVXLE, AC I70:7 4344" 450 1 FL No.: 62514 WOOD FRAMING 1/4• MAX BY OTHERS r SHIM SPACE 1 1/4- MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN g8 WOOD SCREW 7/16' MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 18 WOOD SCREW 7/16• MIN EDGE DISTANCE EXTERIOR INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BLACK II ALLATAON 1/2• MIN. 1 1/4• MIN. EDGE EMBEDMENT DISTANCE WOOD FRAMING BY OTHERS INTERIOR TRIM 1/4• MAX. 1 3/8• MIN. TF SHIM SPACE EMBEDMENT f --r INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BLACK INSTALLATOM FOR SILL INSTALLATION SEE SHEETS 4.9. a%zlQNS an PPRCVCD A ADDED FLANGE ANO FIN NSTALMTIDN 12/10/13 R.L B REVISED INSTAILAT10R DETAILS 08/03/15 R.L C REMEO INSTALLATION DETAILS 06/21/17 R.L. 1 5/8• MIN, EDGE OIST. TRIM d INTERIOR t 1/4, MIN. EMBEDMENT MASONRY/CONCRETE rI BY OTHERS IX BVCK BY OTHERS, NOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/16• TAP ONCO EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONRY,CONCRETE METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE TRIM INTERIOR HOOK STRIP HOOK STRIP — \ 10 SELF DRILLING SCREW 10 WOOD SCREW EXTERIOR PANEL INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2K BUCK4V000 FRAMING SIGNED: O6/2T/2017 MI AND OREETLLC ft. LO650oVvESsMARKETSTOWS GRATZ. PA 17030 5 r .G E N y.'FVii SERIES 420 SGO REINFORCED WITHOUT ADAPTER 1r•• D 51 k 96• X b fN4? NAIIFIN 6 HOOK INSTALAL LATION DETAILS 1-• SSTATEE NOTES: 1. INTERIOR AND EXTERIOR FWISHES BY OTHERS. twAr«: V.L. orc ro•L`•. o. 1tV 0 A' i F •;ORIV;• . NOT SHOWN FORCLARIIY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE 08-02249 C W^c 1 o"TE 10/30/ 13 —10 OF 10 s1111111110% OESIGNEOWACCOROANCEWITHASTME21J2LROMI' 040MASP.F. 472 W00FORD RO LEMSVILLE. NC 27027 Lula R. Lomas P.E. 434480. 0" 4*MS0 Lavoumn, FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HERON IS OESIGNEO MO MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIOA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MkWNRY/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 N THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL; EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIREO FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 00 NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION OETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 010 SANS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION OETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063-TS .048' THICK -MINIMUM 15. APPROVED CONFIGURATIONS: XIX. TABLE OF CONTENTS IEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 - 9 INSTALLATION DETAILS avlsols otse1eF11oN an AFFA1ovTo A I ADDED CHARTS 03/06/12 1 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R L. ' 0 ' REVISED INSTALL0014 OETNLS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 0622/2017 MI WINDOWS AND DOORS LLC 7011IIIII///, 650 WEST MARKET STREET GRATZ• PA 17030 J S R. Lp,l, GENs.9s i 6 *= AaAii SERIES 430 SGID lea' x 80' NON REINFORCED NOTES OOF A: Aroyft 6NC N7. 08- 0 0502 E ONA lt%`V LY16 R. Lomas P.E. FL No.: 62514 moot oAtt NTS02/23/09 1 OF 9 L. R08Ego LEWISVU . AA1434480FORpAiDLEw4v4LE.AaCT%tl a7+ El6d609 .qxn 143' MAX FRAME MOTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REOUIREO 6- MAX 17 MAX -{ 6' MA,t O.C. i 6' MAX L 17' MAX 80' O.C. MAX RAME L. 6' MAX X X SERIES 430 XIX SGD WER/OR VIEW OESIGNPRESSURERATING IAIPACTRAnw 140.OPSF NONE SEE CHARTS aI AND O FOR OTHER UNITS RATINGS NOTES: 1. MAXWIUM PANEL SIZE: 48 1?' 4 Ir 1 AIAXWUMO.L.0.:44y4•r7434, if HARDWARE SCHEDULE I FIAT MOUNTED ILA METALLIC TANOEI4 ANEL BOTTOGA PANEL eorroM RAILS RIV I oISCAFRON O+TE wlmVm A ADDED CHARTS 03/06/12 RA, e REVISED PER NEW TESTING 10/15/13 R.I. C ADDED FIANCE INSTALLATIONS 12/06/13 RL. 0 REVISED INSTALLATION OETNLS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 ILL. CHART NI WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET I Design pressure Chart (psO Frame Stngb Panel and Total From Width (in) hl b) J0.0 90.00 36.0 106.00 42.0 126.00 1 47.7 1 14100 Poi I Nog Poi Nog Pas Nog Poi Nog BOA 40.0 54.9 40.0 48.0 40.0 432 40.0 40.0 CHART47 WHERE WATER INFILTRATION RESISTANCE IS NOT REGUIREO SEE NOTES SHEET I Design pressure Chart (psO Frtulo Strgb Panel ON Total Frame Width 0n) . Height in) X0 90.00 36.0 108.00 420 126.00 47.7 143.00 Poi Nog Poi I Nog I Poi I Nog I Poi I Nog 80.0 4.9 1 54.9 1 46.0 1 48.0 1 432 1 432 1 40.0 1 40.0 CHART 03 Numbor of anchor locadonsropu/rod Frame S ngb Pantl and Total Fame Wdlh (in) Haight J0.0 J6.0 420 47.7 N) 90.0 126 0 143.0 N65Jamb MO N6sJambN65 Jamb NdS Jimb 80. 0 6 5 7 5 8 1 5 1 9 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED ELEVATION DIwfN: o c No. F. A. 08-00502 WAX NTS `4 02/23/09 -2 OF 9 L R06ERTO LONAS A WV 11000FDR0 RD IEWISVILLE NC 27= 4114u- o= 'Aw"Asooft"WINa/m SIGNED: 0&22/2017 ft I to GENS . s it • 051 p TTAttT E OF jSIONA 11' E G0 LuliR. LOM03 P.E. FL No.: 62514 1/2" MIN. EDGE OISTANCE 1 3/8' MIN. WOOD FRAMING EMB MENT OR 2X SUCK BY OTHERS 1/4" MAX. SHIM 10 WOOD SPACE SCREW _. EXTERIOR 11 11 11 11 11 11 INTERIOR SET IN APPROVED 10 WOOD SCREW 300 FRAMING OR 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE I10 WOOD MIN. SCREW BENT WOOD FRAMING OR 2X BUCK BY OTHERS cvuc vlai/11r. r. VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION NOTES. 1. INFERIOR AND EXTERIOR FINISHES. SYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND J06VT SEALANT SY OTHERS TO BE DESIGNED 94 ACCORDANCE WITH ASTM E2112 1/4" MAX. SHIM SPACE RLVISONS RLV OESCAPnON OwTE APPROVED A ADDED CHARTS 03/08/12 R.L. 6 RENSEO PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L 0 REVISED INSTALLATION DETAILS 08/05/15 R L. E REVISED INSTALLATION DETAILS 06/22/17 RL JAM8 INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INST.1LLATIM MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS oRww. OWC Rp F.A. 08-00502 scut NTS °"TC 02/23/09 —3 OF 9 L AMRrotauAsP.e. Ian11ooDFOROROLEW*' MLE No:vn 444u4sos' 'Aw"2@00muspaw. SIGNED: 06/ WO17 A T oF• OR10T: • ? Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE METAL STRUCTURE 1/4' MAX BY OTHERS SHIM SPACE 110 SMS OR SELF ORILUNC SCREW METAL STRUCTURE BY OTHERS EXTERIOR V' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. WTERIOR AND EXTERIOR F?NrSNES. BY OTHERS. NOT SHOWN FOR CLARITY. I PERIMETER AND 40INTSEALANTBYOTNERSTOBE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF APPROVEO ILMT as ocscr&.lw DATE AP ROVI D A ADOEO CHARTS 03/06/12 R.L. B REVTSE0 PER NEW TESTING 10/15/13 R.L. C ADOEO FLANGE WSTALLAPONS 12/06/13 R.L. 0 REVISED WSTALLAT10N OETA4s 08/05/15 R.L. 1/4" MAY E REASEO WSTALLATWN OETNLS 06/22/17 R.L. rSHIM SPACE 1/2' MIN. EDGE DISTANCE Alr INTERIOR rffn:1=17t 10 SMS OR SELF DRILLING SCREWS rMETAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80' NON REINFORCED FRAME INSTALLATION DETAILS arrxw: owo - F.A. 08-00502 V`L[ NTS — 02/23/09 —4 OF 9 L ROEFRJG LGMKS P.f. lax wvoowRDRDLeIWsvaLE Rc zTan 41+Ei7.00o9 rlwnu610gmI>mm SIGNED. 06=2017 LIRtlll`ro V A/ i pENs s L pSE OF ; 1 Luis R. Lomas P.E. FL No.: $2514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN. I' MIN. SEPARATION EDGE DISTANCE 1 1/4' MIN. EMBEDMENT I EXTERIOR 1/4' MAX. J SHIM SPACE 3/16' TAPCON INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE •: DISTANCE .' MIN. SEPARATION . • •• 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS EMBEDMENT 2 7/8' MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRE MAOISONRY INSTALLATION RN RLNSgNS OLSCICP110N GQE PPROym A ADOEO OOM 03/06/12 R.l_ 8 REVISED PER NEW TESTWC 10/15/13 R.L. C ADOEO FLANGE INSTAUATIONS 12/06/13 R.L. 1/4- MAX. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. Ir SHIM SPACE E REVISED INSTALLATION OETAILS 06/22/17 R.L. INTERIOR ram. 1 EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCREr&uAscNRY/NSTALLATLON TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES. 1. INTERIOR AND EXTERIOR RNISHES. SYOTHERS NOT SHOWN FOR CLARITY. 2 PEMUSTER AND JOWT SEALANT BY OTNERS TO BE DESIGNED W ACCORDANCE W rHASnW EP117 SIGNED: O&W2017 MI WINDOWS AND DOORS LLC LL11111llkIr,II,,/ 650 WE TZMPRKET STREET S-,, — - . 4f/: 30 SERIES 430 SGO — It- 143" FRA x NS NON REINFORCES o IAR F 4FRAMEINSTALLATIONDETAILS p oR ne o°e No. RLv pi''.5 .440R%lD zrAc NTS a1c 02/23/09 08-52 OF 9 E /'/Sj'ONAti0" LRMR10LOU" P.E. Luis R. Lomas P.E. uiW0WF0ROROLEWOVUENCV= FL No.: as 43440 - OW 40a&s0*b l*wc •r 1 /2• MIN. RLVL90n s Kv ocv_wq ON CAN A EDGE DISTANCE A ADDEO CHARTS 03/06/12 R.L. B REVISED PER NEW TESnNG 10/13/13 R,L 1 3/8• MIN. C ADDEO FLANGE INSTAumoNS 12/06/13 RL WOOD FRAMING EMBE uENi OR 2X BUCK 0 REAgSEp IN$iAtL/1710N DUALS 06/05/15 R.L BY OTHERS 1M 1 3/6• MIN. 1/4• MAX, EMBEDMENT ISHIN SPACEr I E I REVISED WSUUATION DETAILS 06/22/17 R.L AX SHIM p10 WOOD SCREW SPACE 1/2' MIN. EDGE DISTANCE INTERIOR • C EXTERIOR I I I I t l I I I I. I I INTERIOR II p10 w000 u SCREW SILL TO BE SET IN p10 WOOD A BED OF APPROVED SCREW SEALANT MIR WOOD FRAMING EXTERIOR OR 2X BUCK W000 FRAMINGBYOTHERS OR 2x BUCK JAMB INSTALLATION DETAIL BY OTHERS w000 FRAMING OR 2x e= bvsrAu AnoN 1 3/8• MIN. EMBEOMENT 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SNOww FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BYOTHERS TO BE DESIGNED W ACCORDANCE Wf1M ASnM E2112 All WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" x 80' NON REINFORCED FLANGE INSTALLATION DETAILS owme ac wa F.A. 1 08-00502 srx[ NTS — 02/23/09 —6 OF 9 L Ro6ERro tLLwts P.E. 14M WO0af> W RO LEMSNMI.E. NC 27027 Aows•000s m SIGNED: OC ZW 17 GENSF'PG An S QTATE OF jsONA 11C0 Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS SELF ORILI SCi METAL STRUCTURE BY OTHERS 1/2' MIN. IEDGE DISTANCE r EXTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. WTERIOR ANO EXTERIOR FWISHES. BY OTHERS. NOTSHOWN FOR CURRY. 2. PERIMETER ANO JOWT SEALANT BY OTHERS TO BE OESIGNEO W ACCORDANCE WITH ASTM E2112 1/4' MAX. SHIM SPACE 110 SMS OR SELF ORILLING SCREW INTERIOR L TO BE SET IN 3E0 OF APPROVED LLANT I 1/2. MIN. EDGE DISTANCE 110 SMS OR SELF ORILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX, r SHIM SPACE Rp6g0.5 013T l"M are APPRa40 A ADDEO CHARTS 03/06/12 R.L. rREVB REVFSEO PER NEW TESRNG 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REIRSED iMALLATioN DETALS 06/05/15 Rd. E REVISED INSTALLATION OVAILS 06/22/17 R.L. INTERIOR EXTERIOR JAMB INSTALLATION OETAIL METAL STRUCTUREWSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS oRwrc ; Na F.A. 08-00502 s.49 NTS 02/23/09 1 s'm 7 OF 9 L. R06ERTOL0hlASP.E IM NOOOFMO RO LEMSVILLE NC =0 431433009 iwal>GOltonuAmc m SIGNEO. 0622/2017 IR! to TATE OF 44,` Lu13 R. Lomas P.E. FL No.: 62514 1 1/2' MIN. 1• MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS n " '• • • ' 1 1 /4• MIN. EMBEDMENT EMBEDMENT OPTIONAL L I MIN. IX BUCK EOCETOBEDISTANCE PROPERLY SECURED SEE NOTE 3 1/4• MAX SHIM SPACESHEET1 3/16' TAPCON 6UN. SEPARATION EXTERIOR 3/16• TAPCON MASONRY/ CONCRETE BY OTHERS rANAI IUN VERTICAL CROSS SECTION CONCRET&MASONRY ligSTALLATION INTERIOR 3/16• TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS r 1 1/4- MIN. EMBEDMENT 1• MIN. EDGE DISTANCE IILV ROASONS 0oclmna/ arc APPROM A ADOED CNNRS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L 1/e MAX' SPACE CrREVISEDADDEDFLANGE INSTALLATIONS 12/06/13 R.L. 0 INSTALLATION OETNLS 08/0b/15 R.L. E REVISED INSTAUAT10N OEFNLS 06/22/17 R.L. INTERIOR 11 EXTERIOR OPTIONAL IX BUCK TO 8E PROPERLY SECURED SEE NOTE 3 SHEET 1 J 1 JAMB INSTALLATION DETAIL CONCRETE#AASONRY INSTALLATION MGM. I. INFERIOR AND EXTERIOR FINISHES. 8YOINERS• NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM EPI 12 SIGNED: 06l2 M17 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 011111111,,l5R'• O4//Vim GRATZ. PA 17030 r •\GENy 9 i SERIES 430 $GO 0 80" INS NON REINFORCESFLAN143' EFLANGE INSTALLATION DETAILS 4TAi4 = TAT OFpG•• F•jP OR1C;• oa.wc o1cRa Rp F.A. 08-00502 E iF SS/OMA" G`. 99tE NTS -E 02/23/09 g'°E18 OF 9 I 1.RW0r0L0MASP.E. 1432 W000FON0ADLEY43MLF NC?70?! Luis R. Lomas P.E. 47.dµ060s o+wPaern FL No.: 62514 1 5/8' MIN. EDGE OIST. TRIM jINTERIOR MASONIRY/CONCRETE BY OTHERS HOOK STRIP 4 1 1 /4' MIN. EM8EOMENT 7 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED IIIII 3/t6' EXTERIOR -'—= j ` PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/ CONCRETE xMSW* An OESCF4vrox DAZE APPROVED A ADDED Cw1RTS 03/06/12 R.L. 8 REVISED PER NEW TESRNG 10/15/13 RA. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED Y/STALIATION DETAILS 00/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L METAL STRUCTURE 1/2 MIN. B. OTHERS EDGE DISTANCE TRIM INTERIOR NOOK STRIP a SCR DRILLING I. PANEL 1/ 2' MIN. EXTERIOR INTERLOCK TEDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8' MIN. EMBEOMENT HOOK STRIP - 010 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X 81100 OOD FRAMIAE9 NOTES: I. INTERIOR ANO EXTERIOR FINISHES. BY OTHEAS. NOT SNOWN FOR CLARITY, 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OES* NE0IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80' NON REINFORCED HOOK INSTALLATION DETAILS DRAWN: VIC ma F. A. 08-00502 zA ANTS D'h 02/23/09 1 smw9 OF 9 L ROIERTMOMAS P.E. 1432Ivooppow RO LE/WSVYLE NC270" a7 de606D! O'1ana/qu avo SIGNED: 0612WO17 41 P . STAT sE OF a^ jr1OiVA A ;V Luis R. Lomas P.E. FL No.: 62514 NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORID4 BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TG BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. Ix BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL, EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIREO FOR THIS PRODUCT IN WINO BORNEDEBRISREGIONS. S. 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 ASSEM19UES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREQUIREWATERINFILTRATIONRESISTANCE. RHANG 10. FOR RATIO - OVERHANG ANCHORINGINTO WOOD FRAMING TMOR 2X HEIGHT. HANGBUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1,, MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'$ INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: AWOOD — MINIMUM SPECIFIC GRAVITY OF. G-0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER), 0. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 .048• THICK MINIMUM TABLE OF CONTENTS DESCRIPTION NOTES ELEVATION atrmons AM asaavnon out A4iM{OM A ADDED CKARTS 03/06/12 R.L. 6 REVISED PER NEw TEST0IC 10/15/13 R.L. C ADDED FLAMCE INSTALATI" 12/06/13 R.L. 0 REVISED INSTALLATION OETNLS 08/05/15 R.L. E I REVISED INSTALATION DETALS 06/22/77 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/4.4o XIX SGO 143" x 96' REINFORCED NOTES aarK aMe ro F. A. 08-00503 P-" NTS 0iTc 02/23/09 $"M 1 OF 9 L AK1DERlOIQV.LSP,E. tau „ 000FOR0 RD LEwiSVW, KC 27= SIGNED. 06a2=17 0 N,.• CENy Fs%,25 Luis R. Lomas P.E. FL No.: 6251A 6" MAX - I 6" MAX L 17" MAX O.C. 96" T- MAX FRAME HEIGHT 6" MAX I 143" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART /3 FOR NUMBER OF LOCATIONS REOUIREO 17' MAX 6" MAX O.C. r X SERIES 430/440 X1X SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS OI AND P22 FOR OTHER UN178 RATINGS NOTES: I. MAXIMUM PANEL SOE: 46 I?' A 95 I MAXIMUA40.LO.:448u'r90W HAROWARESCNEDuLE A (1) FLAT MOUNTED HANDLE SET (9944.1451 AT 37 3A1. ON CENTER PROM PANEL BOTTOM 0) AETALLIC TANDEM ROLLERS (99-17.195) AT EACH ENO OF PANEL song u RAtLS INTERIOR FACE OF OPERABLE PANEL NCV ocscavltoN A ADOEO CHARTS B REVISED PER NEw TESTING C ADDED FIANCE INSTALLATIONS 0 RENSEO INSTALLATION DETAILS CHART01 E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE a REWRE0 SEE NOTE 9 SHEET I Design Oremro Chart (ps" Frame Saw Pale ww Total Fimro w%%n n) wqµno 7640 4LO 1 47.7 in) moo 106.00 1M00 14100 Pm INp Pos Nap Pos Nap I Pos Nq a 40A WA 40.0 57A 0.0 SLO a0.0 ae0 00.0 00 e9.0 ao.0 S.A 0.0 as a0.0 as0 F 0A 59A 0.0 St 7 a0.0 1 QO 27 a 0 0 50.e CHART02 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO SEE NOTE 9 SHEET f n premrs Chan (psnRan Rarro PWW arts TOW From- Vi16m (n) 4µNOON xo 30.0 4Lo 47.7 90.00 101.00 t70.00 14300 P*9 Aw Pos mop Pos Hop I Pos I Non M.0 60A 60A 57.9 57.0 57.0 52.0 4a.0 40.0 aR0 6u WA 5..0 54A i9 ae.9 a5.0 ai0 920 59A a Sf.7 51.7 a0.1 fGt a23 423 f6.0 56.6 58e 0 90 3.7 43.7 1 400 1 400 CNART.9 Numbar o/ anNor Ioupeasraeulra0 Tyy Sr Oo P.slol aro Tool Fraoo Vrq'A (nl 30.0 30.0 4L0 Q.7 NI 10.0 N4S Jame f0a.0 N4S I Jamb f26,0 N" JamO 1.,0 Nis Jimb Ia.O 6 6 7 0 tl 6 9 0 eeA 7 9 7 6 e 0 9 e JIM 7 6 7 a a 6 9 6 W.0 7 a 7 6 a 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCEO ELEVATIONS F.A. 1 08-00503 xxc NT5 0An 02/23/09 91Q'2 OF 9 I. ROSER70LOaASP.E. 14-V w000RGR0 RO LEIVISVSLE. NC 2M-3 4i11<4$ 1109 nbmrspaY,),*va MTE APPRNW 03/06/12 R.L. 10/15/13 A.L. 12/06/13 ILL 08/05/15 R.L 06/22/17 R.L. SIGNED: OW2/2017 GEN8F9.P 0TAT5E OF ; P S l ONA ` td` Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. nNvwm EDGE DISTANCE w OCsciun n WTI A+ A I AWED CHARTS 03/06/12 R.L. B RVA PER NEW TESTING 10/15/13 R,L. WOOD FRAMING 1EM3/8' MIN. C AOOEO FLANGE INSTALLATIONS 12/06/13 R.L. OR 2X BUCK BY OTHERS IMAM 1 0 RENSEO INSTµJ,/1T10N OETNI$ 06/05/15 R.L. 1/4- 1 3/8' MIN. EMBEDMENT I 1/4' MAX, E REVISED 01STALWION OEfAILS SHIM SPACEr 06/22/17 R.L. MAX. SHIM 110 w0oo . SPACE 1/2- MIN. INTERIOR SCREW _ EDGE DISTANCE EXTERIOR INTERIOR 110 WOOD SCREW 110 WOOD SILL TO BE SET IN SCREW A BED OF APPROVED SEALANT DOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS WOOD 2fXR BUCKCK JAMB INSTALLATION DETAIL BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION 1 3/8- MIN. EMBEDMENT 1/2' MIA. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FLUSHES, BY OTHER$, NOT SHOWN FOR CLARITY, 2. PERIMETER ANDJOINT SEAIANFBYOTHERS TO SE DESIGNED IN ACCORDANCE WITH AST?./ E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SOD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS oRArn c ra F.A. o08- 00503 WALL NTS 0" 02/23/09 —3 OF 9 L. Ro"Aro Lau" Af. IAM W 0WORD RD LEY45V1LLE. HC.'.1YJ 434d90. 009 use *..oam SIGNED: 064=017 lk NIo 9 0 61 ••+= a T OF 4ZpFS R10T; AL 1\`` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 1/4' MAX A r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II. II II II II INTERIOR TO SE SET IN IED OF APPROVED LANT 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR aNiSNES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER ANO JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASW E2112 1 1/2' MIN. EDGE DISTANCE 110 SMS OR SELF ORILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX SHIM SPACE CA I C/TIVR RTa DESCRAMON alE A FRQVCD A ADDED CWIRTS 03/08/12 R.L. 6 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETACLS 0E/05/15 R.4 E RMSEO INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0&f2WO17 MI WINDOWS AND DOORS LLC aIltkllI'/ILov650WESTMARKETSTREETGRATZ. PA 17030 j\? `£ f 0I, r,6 51 t SERIES450/440 XIX SGO 143' x T96'ALREINFORCED FRAME INSTALLATION DETAILS iA(. Aii 0T. -2,, ISTATESOf : i' It.S;°1OR10 cauftocNo. Nlv 08- 0000503 E Luis R. Lomas P.E. FL No.: 6251A soar aTE NTS02/23/09 4 OF 9 L ROeERIOLOMASP.E. 1432 RDLEWISYRLE.NCZYI'Js* caeocos rAomoo9abnaaMam fansoRs 1 1/2" MIN. 1' MIN. KW 005CRW110r 6UE A"" SEPARATION EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. B REVISEO PER mew TESnNC 10/15/13 R.L. a " ! . 1 1/4' MIN. 1 1/4• MIN. 1/4' MAX. C ADOEO FIANCE INSTALLATIONS 12/06/13 Rd, A• EMBEDMENT EMBEDMENT — SHIM SPACE 0 REVISEO MSTAUATIO14 OLTAILS06/05/15 R.L. a CONCRETE/ J. E RENSEO WSTALLATION OETNLS 06/22/17 RL. MASONRY BY OTHERSMIN. OPTIONAL EDGE INTEA/OR roll 1 X BUCK DISTANCE PROPERLY 1/4' Mac. SECURED SHIM SPACE ; SEE NOTE 3 SHEET t 3/16' TAPCON MIN. SEPARATION EXTERIOR INTERIOR ••°,' ' 3/16" TAPCON SILL TO BE SET IN EXTERIOR MUM A BED OF APPROVED 3/16' TAPCON SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY OPTIONAL 1X BUCK CONCRETE4%fAS0NRYINSTALLAncN MASONRY/ BY OTHERS TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET t e y ' • MIN' NTERfORAND EXTERIOR FINISHES. 9YOTHERS, EMBEDMENTNOTSHOWNFORCLARITY. 2 PERIMETER ANO JOINT SEALANT BY OTHERS TO BE a OESIC,NEO INACCOROANCE WITH AM Elf l2 SIGNED: 0612ZTO17 2 7/e•• MIN. V MIN. MI WINDOWS AND DOORS .LLC 111111fill/ SEPARATIONEDGEDISTANCE650 WEST MARKET STREET `5 R' L O4, VERTICAL CROSS SECTION GRATZ. PA 17030 •G E N;p.7 i i CONCRET9uAS0NRYINSTALLAr; N SERIES 430/440 XIX SGO *• p 1/ yI 143 x T96"ALREINFORCED = o .rorAu FRAMEINSTALLATIONDETAILS ¢I • STATE OF I1IU1MNt 1M ra. RN i'RS:`.OR10; G? scA NTS °`R 02/23/09 08- 005 53 OF 9 E SIhIlAl-0N\`` L RUINER TO LQ'%S P E. L LuisR. Lomas P.E. IWOOOFORDROLEWSVKIE,NCZJ= 6251a 094054Ml8"W3Qkk.& Vcvm 10 FRAMING t 2X BUCK BY OTHERS g10 WOOD SCREW EXTERIOR a10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. TEDGE DISTANCE 1 3/8• MIN. EMBEDMENT 1/4' MAX. SHIM SPACE 1 3/8" MIN. EMBEDMENT T- 1/2- MIN. EDGE DISTANCE INTERIOR r10 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT WOOD FRAMING OR 2X BUCK1BYOTHERS 1 3/8• MIN. EMBEDMENT 1/2' MIN. EDCE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTEROR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERGIETERAND JOINT SEALANT BYOTHERSE TO BE OESiGNEO IN ACCOROANCE WITH ASTM C2112 1 / 4 MAX. r SHIM SPACE 000pum Mtt NAROVOD A ADDED CHARTS 03/00/12 R.L. rRN8REvISEOPERNewTESTwO19/15/13 R.L. C ADOEO FIANCE INSTALLATIONS 12/003 R.L. O RENTED INSTALLATION OCIA&S 08/05/13 R.L. E REVISED INSTALLATION OETAILS O6/22/17 ILL. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" a 96' REINFORCED FLANGE INSTALLATION DETAILS omm orc No*F. A• 08-00503 sc4c NTS o"tt 02/25/09 ISHM6 OF 9 L R=RTO40M0kSP.E. 14v V-=X RWO RD u-msvM1LE me 27 w QW- 604M .romu®aanapp .mn SIGNED. 064Z2017 G NSF s+i 0 5 ••*= f. O Fs;' OR10: NA ` i\`` Lu( s R. Lomos P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS CA I tIYIVIY — I cnwn 1 /2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE WSTAUArov NOTES: I. INTERIOR ANO EXTERIOR FINISHES. BYOTNERS NOT SHOWN FOR CLARITY. 2. PERIMETER ANO JOINT SEALANT BY OTHERS TO BE OESIGIV£O IN ACCOROANCE WITH ASTM E21 I2 1I 1/2' MIN. III EDGE DISTANCE I 1/4' MAX. SHIM SPACE OR 1/I2' LUNG MIN. EDGE DISTANCE f l O SMS ORSELFDRILLING l SCREWS 1 L TO BE SET 1N BED OF PROVED SEALANT METAL STRUCTURE SY OTHERS 1 /4' MAX. SHIM SPACE Rv 00E AP/ROVw A AOOEO CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L C AOCEO FLANGE INSTALLATIONS 12/06/13 R.L 0 REVISEO INSTALLATION OETNLS 05/05/15 R.L E RCWSEO INSTALLATION OETNLS 06/22/17 FILL JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIx SGD 143" z 96" REINFORCED FLANGE INSTALLATION DETAILS QKWKI owc 10D. F.A. 1 08-00503 swc NTS — 02/23/09 iZ777 OF 9 L R06ERT0 COMAS P.E. 42 V4000FORD Ra LEWISVILLE. AC 270SI a.aescsss +e1a+.o>+n SIGNED: 0&2wo 17 L R i to CENSF9 A 0„6$51 • tt STATE OF iP, FI0RI0 5%DNA, L`\ Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN,1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK iwl- TO BE PROPERLY SECURED' E NOTE 3 SPACE SHEET 1 16' TAPCON EXTERIOR 3/16' TAPCON --\ MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4" MIN. 1/4" MAX, EMBEDMENT SHIM SPACE I" MIN. EDGE DISTANCE 3" e MIN. SEPARATION • 3/16' TAPCON " SILL TO BE SET IN a ' A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT 2 7/8' MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION COACRETE/MASOWAY WSTALLATOV INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 amoRs RN OfSCl0nio11 LAPPFAM A ADDED CHARTS R.LBRCMEOPERNEWTESTINGr03/06/12 13 R.L. ADOED FLANGE INSTALLATIONS 13 R.L. 0 REVISED INSTALLATION DETAILS 15 R.L E RENSEO WSTALIATION DETAILS 06/22/17 R.L J JAMS INSTALLATION DETAIL CONCRETEWASONRYWSTALLATION NOTES: 1. WTERIOA AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERMETER AIYO JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E?I a SIGNED: 06rMW I7 MI WINDOWS AND DOORS LLC WEST MARKET70 Ruo6501,,JNI5bEV' 2. SERIES 430/440 XIX SGD ir•,1 ,,6 143 x 96' REINFORCED o((, 1150 —, FLANGE INSTALLATION DETAILS p , $TAT OF /1, O'^ F•'cIOR OT;• owa+rc o»c Ro. OS-00903 ALv E t': 1/ isS/Ot 11t \N\N Sc" a lrNTS 02/23/09 8 OF 9 L A00EA10 LOMAS P.E. 14=W000A0R0ADLE1mvaLENC2,W3 AT+•6"4" a>m Luis R. Lomas P.E. FL No.: 62514 1 5/8' MIN. EDGE OIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1/4' MIN, EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED VL 3/16' EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYCWVCRETE METAL STRUCTURE --N BY OTHERS TRIM --,, INTERIOR HOOK STRIP RPM" ocsctrno" wrc APPROWCO AWED CKAR S 03/06/12 R.L RCASW PER nEw TESTING 10/15/13 RL ' AOOEO nAIICE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION OETAILS 05/05/15 R.L. REVISED INSTALLATION Of TAILS 06/22/17 ILL 1 /2' MIN. EDGE DISTANCE 110 SELF DRILLING SCREW 1/2' MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8" MIN. EMBEDMENT HOOK STRIP # 10 S110CR W000 SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCK40+000 FRAMING NOTES: 1. INTERIOR ANDEXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO8E DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA.17030 SERIES 430/440 XIX SGO 143" K 96" REINFORCED HOOK INSTALLATION DETAILS olw+n: orc Aa F.A. 08-00503 scAtt NTS — 02/23/09 —9 OF 9 L ROBERro LOUPE. l4n NOOOFORO RO LEWISVAAE, NC 2M2 43r660•0= 'fousewanawco. SIGNED: 06/2/2017 N1g111IIIII/ oFS;:c OR1aT: G vi'.'s'ONAlL'Ca ` Luis R. Lomas P.E. FL No.: 62514 Business & Professional Regulation ra ecls Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stots a Facts I Publications I FBC Staff I SCIS Site Map I Links I Search I Fida Product Approval otUSER: Poak user T Product Approval Menu > ProEu[[ or Applkatlon Search > AppllcaLlon List > Application Detail P OFFICE OF THE FL # FL9174-R12 SECRETARY Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/ Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 475-6197 Mark_ Garon@Overheaddoor.com Authorized Signature Mark Garon Mark_ Garon@Overheaddoor.com Technical Representative Mark Garon Address/ Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850) 474-9490 Mark_ Garon@Overheaddoor.com Quality Assurance Representative Address/ Phone/Emall Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida Ucense PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of independence FL9174 R12 COI Gordon Tomas Col 2017.PDF Referenced Standard and.Year(of Standard) Standard DASMA- 108 DASMA- 115 Equivalence of Product Standards Certified By Sections from the Code Year 2012 2012 Florida Ucensed Professional Engineer or Architect FL9174 R12 EDuiv WD2017-OOIRZ Evaluation Report - FL 9174.PDF Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Summary of Products 71 FL S Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' 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 R12 iI 0228-318958-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart slaned.odf FL2174 R12 11 324620 P16 Jamb Connection SUDD slaned.DdfImpactResistant: Yes Verified By: Gordon Thomas FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' 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 R12 II 0229-318959-P9 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart signed.odf FL9174 R12 11 324620 P16 Jamb Connection Supo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.13DF Created by Independent Third Party: Yesdoor. 9174.3 5120 / 6100 / 9100 #0230 16' 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 R12 I1 0230-318960-P10 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 11 324620 P16 Jamb Connection Suop slaned.pdfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 Il 0231-318996-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 Pll Track Supplement Chart slgned.ndP FL9174 R12 iI 324620 P16 Jamb Connection SUDD sianed.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes bome debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.5 5120 / 6100 / 9100 #0234 9' 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 R12 11 0234-319022-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD signed.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +43.20/-49.60 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0235-319023-P7 5.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sipned.odf FL9174 R12 11 319040 PI Post Istall Instructions sioned.DdfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDD sloned.pdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF 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 FL2174 R12 If 0232-318999-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 Pll Track Supplement Chart sipned.odf FL9174 R12 II 324620 P16 lamb Connection SUDD sloned.pdfImpactResistant: No Design Pressure: +12.40/-13.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 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 FL2174 R12 11 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 PI1 Track Supplement Chart sloned.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD sipned.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 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 R12 II 0236-319024-127 S.odf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 P11 Track Supolement Chart sloned.odf FL9174 R12 II 319040 PI Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Supp sloned.vdfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIR2 Evaluation Reoort - FL 9174.PDF 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 R12 II 0237-319025-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sipned.Ddf FL9174 R12 II 319040 Pl Post Istall Instructions slaned.pdfImpactResistant: Yes FL9174 R12 11 324620 P16 Jamb Connection Supo sianed.DdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 ll 0600-319026-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 11 324620 P16 Jamb Connection SUDD sinned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 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 FL2174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.12 5120/5140/610019100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0601-319027-P5 S.odf Approved for use outside HVHZ: Yes FL2174 R12 II 307494 P11 Track Supplement Chart sianed.odf Impact Resistant: Yes FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.odf Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/514O/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 1 available In top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other. Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174 R12 11 0602-319028-P6 S.pdf FL9174 R12 lI 307494 Pll Track Supplement Chart sioned.odf FL9174 R12 lI 324620 P16 Jamb Connection SUDD sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.14 15120/5140/6100/910019400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 I1 0603-319029-P6 S.odf FL9174 R12 11 307494 Pll Track Suoplement Chart sianed.odf FL2174 R12 11 324620 P16 Jamb Connection SUDD slaned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.15 15120/5140/6100/91OD/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: +39.201-43.70 Other. Installation Instructions FL9174 R12 II 0604-319030-116 S.pdf FL9174 R12 li 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 iI 319040 PI Post ]stall Instructions sianed.odf F19174 R12 It 324620 P16 Jamb Connection Supp sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 15120/5140/6100/9100/9400/9600 118' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other. Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174 R12 11 0605-319031-PS S.odf FL9174 R12 II 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD signed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF 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 R12 11 0606-319032-P7 S.odf FL9174 R12 11 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 II 319040 Pl Post lstall Instructions sianed.odf FL9174 R12 11 324620 P16 Jamb Connection Supo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 18 15120/5140/6100/9300/9400/9600 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: Installation Instructions FL9174 R12 II 0609-319035-P6 S.pdf FL9174 R12 lI 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 11 319040 PI Post lstall instructions sianed.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by independent Third Part,/: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 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 R12 II 0608-319034-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart sipned.Ddf FL9174 R12 ti 324620 P16 Jamb Connection SURD sioned.DdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' 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 R12 I1 0607-319033-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sipned.Ddf Impact Resistant: No FL9174 R12 11 324620 P16 lamb Connection SURD sinned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes bome debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by independent Third Party: Yesdoor. Back nest Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487-1024 The State of Florida Is an AA/EEO employer, t'.00vriaht 2007-2013 State of Florida.:: Privacy Statement :: Accesslblllty Statement :: Refund Statement Under Florida low, email addresses are public records. If you do rot want your e-mail address released In responso to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail, if you have any questions, please contact 850.487.1395. 'Pursuant to Section 45S.275(1), Florida Statutes, effective October 1. 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emal6 provided may be used for official communication with the licensee. However email addresses are public reco-d. 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 ire a licensee under Chapter 455, F.S. please dick hm. Product Approval Accepts: Credit Card Safe June 15, 2017 1. Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, 14 " Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Komish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope X%%111111/1/11D. SON T/yp''' uCENSF • ' •" iiOQ.• No. 46718 LU LAO STATE OF Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 Ill. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the'deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.6 Model# 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30 / 17.00 psf 25.90 / 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table I — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605 Door Size 16'x8' 18'x8'-9" 18'x8'-9" 180x8' 18,x8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table 1 B — Doors under Evaluation D. 00 Qcervs v JNo.46718 STATE OF S .. \ 2 % /pVALIENG\. FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9' x 10' 9' x 10' 16' x 10' 16' x 10' 16' x 8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.30 psf 15.30 / 17.00 psf 23.00 / 25.00 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 Impact Rating No Yes No No Yes OQ- Table 1C — Doors under Evaluation pN D. cENst-'.!Lj9N aNo. 4671 O STATE OF FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL': 7Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9" xH Design 15.301 30.00 / 39.20 / 18.50 / 25.90 / Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion FCOR1pP'•• \ j. S/ONA LA zjv31 7 Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the Wh Edition 2014) and 691 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) Is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest In any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial Interest In any other entity involved In the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46716 1. NON -IMPACT RESISTANT GLAZING OPTION - .090' aIl IOWW 330 MONO IN UOLOEO FRANCS SCRC%v 13 GA NORC ANGLETOGETHERNTNA60"IM OF (9) par SCREWS OISTALLLID O TOP OR WIENIQOIATE SECTION (NM CR ATHOUT OCCORAIM INSERTS) MOM UNIFORM SFATKC DESIGN PRESSURES SHOWN ON THIS OM4110. GLAZING 13 CA nAO AMCUF SHALL HAVE A MAGNIN HECHT OF 117V AND A MAGNUM LOON Or Wr. 01"0 IS NOT (PACT If CA RN MOM RESISTANT MO 000 NOT MEET ME REQUIREMENTS FOR TRACK VMNO-BORME 0900 REG1011 3/1U1-3/b'• L VAR GLRESISTANT AZI.YO OPTION -WAR I.A. edRCMM3 10$3TAMT GLAZING SYSTEM WY BE INSTALLED 01 TOP OBI 3 AS OR INTEIOIELIATE SECTION (NTH ON MMOUT OECORATIVE SHORN) INSEIri31 pALNc SMALL OC OleMANROLOI-AR 16 CA MIX KIT• F0. AIE ON MAL GLAZING WALL HAVE A UAIDNII HOGNT Or 13.71' AND A WI7DN LEWIN OF iRA01 30.0r. WA IS IMPACT RESISTANT AM 00f0 MEET ME REQUBEMNENS FOR WAD -BODE CEORS NECOM r/10W1-S/11' lA0 SEE OCTAL E CH SHEET 2 FOR ASSEMBLY OCTAL& SCR[TF AT EACH GLAZ O SECTOR REGUIRCS REINFORCEMENT ORACETS JAMB BRACKET ATTACKED TO U-BM ON SPIER RNRGRA NB (SR DETAIL 0 3KET la W J-STRUT SCRETNED TO LONER1/h20d/IB' 1RA0K aIl CRA RIB Or AND OPS RATW ST" TO RE GMT AN 1 h20 HER FACTORY INSTALLED. I BTALLCR STALL FIELD INSTALL (1) WT AT 29 AS JANO SQF ORLLNO CNVTTC SCREW TO ATTACH BRACKET LOCATION dC A-siiNr TO IM INTEGRAL M NA OPERATOR SIRE AT MC CENTERLINE OF MC OOORR PER ORAL r am SCE, 2 1 VINYL OR WOOD DOOR STOP NAILER A MAGNUM OF B' O.G UUSF OVERLAP TOP NO COIN ENDS Or PANELS MINIMUM 7/U' TO MEET NEOABW PRSSUCS J. KEY LOOK SLIDE L000, OR "ATOM REQUIRED. 13 QA STffEEO S. SECTION SHALL BE CONSTRICTED MTN FOAMm IN JAMB BRACKETS PLACE P0.RWRNANC FOAM INSULATION C140fALLY SEE SCHEDULE MR 11GROED TO 30 GA ar.aW FACER STEEL AND A WAMTY, LOCAROV. FQLTMMIMAIC BACKER 00 31 CA STEEL BAOER END ATYPE M CAPToHAW A VYDWM 1.1' OVIN. a. ME DESIGN OF THE SUPPORTING STRUCNIAL KEY LOON GR SLDE LOOK EWIENIS STALL DE THE RESPONSIBILITY Of ME PROFMONAL OP RECORD fOR [PC BULCNC OR BOM EN03 (( Mr ROOUXRO NWOPFRAIjSTNIKCRAEAND IN ACCORDANCE NM CURRENT BYRCNC g( N01F +1. LCR CODES FOR ME LOCHS USTCD ON MS ORAMMO, LOOX A* r*R V. DOOR JAMB TO Of MINIMLW 7Aa SIRMCRRUL GRADE WArY LUMBER REFER W TO JACOMMECTONSPPLOWITFOR ODlL: <+I fIX1I0N saw ATTACHMENT TSUPPORTINGRUC G STRUCTURE. ODORSMONLSfE 3KEE 2 rOR U- SAR LOCATIONS B. LOUVER OPTION - . 0+0' IDWUW LOUVER I"MOLOW ON DOORS NM OTHER M FRANCS SMEM TOCEEIWINA1EOAM OF (4) SECTION OUVITRS AM par SCREWS INSTALLED 01 THE BOTTOM SECTOR SEE KITES I WHO 2 ON TINS sHIXr FDA GAZING LINIWas ARE NOT IMPACT RESSEANT AND 00 NOT MEET NNE IEDUREENIS TOR TIED-BMNE OFI REGIONS OPTIONS. L.WVEAED SECTOR REOIRFS OPERATOR SRC TO Of iAC.ITiY AA< FLLIAW AT 1 ET11WdaE RCM ate. j SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR NOW U "M LOAD EACH JAMB (-LP) NDM 77. AL . 207. 3 -730.+ la-0• ALL MN - I.B 177. ALL 10•- O' ALLm. LL`WyNE J KO STATE OP ' • ` oIN aTN ae aNEiC:T`` u W aKIrIRY MOAO Nw rAIN1 NNML aD R K TRANS a K 117fM aWaR7 = Comm Xd4 MOWOO OLT M I Tf/M1M, m OF a1CIRM ODO1RKmm NTKM CA ENO CAP RENSIOFIS PA CHANGES TO GENERAL FORMAT AND CAMOCO E GR D- aAN FASTENER TMPc AT ENO CAPS AND BOTTOM RETAINTR, GAUGE AND A0060 LOUVER OPTION. CHANGED STRUT IDERIVICAININ NE MOD FROM COLGRCO PANT TO rA1PE! NURSOL MIT 3/a/ OB PS ADDED SURRWP03E0 DCSON PRESSURE LOADS CH SW MG STIWCIURE AND CLARIFIED NUMBER OF FAWTERM AM CENTER NMCES R[OMEO FOR RAIINOAETR DOOR WOMB MaB 3/10/ Da Pa ADDED IMPACT RESISTANCE 10 DOOR WW• ADDED MODEL $ I= Uawam NOTE a TO STATE THAT LOUVERS MT IMPACT am REiSISTAN1, OMIT a/ O/ O7 7 MOOFED .IALB BRACKET SCIEORC FOR FAT ar110 AOGEO UOI PETAL SEEN L GIFT 4/17/ 46 Ps AIDED IMPACT rANT GLAZING. ADDED TEXAS LICENSE IuHE aLOCA O WR NOIG NNREASEEO WAS KI GRT 7/12/ 0 ps UP'OATCD TIILC GIRT RAG110 PIG CK31526 ABBEO f0G1 AM BDff: (3) cONE1 GOUGES PER JONi BAOQR NO17'S RCOAAW ON ODOR MOTHS GREATER GRAM OC SA312017 Jr-Ir. (3) CENTER MNOL7 PER JOINT REQUIRED ON DOOR WIDTHS =3 TIMED 00 EQUAL TO 17- 0•. JAMS SRACIKET SNEQUILE DOOR H[IONI ImOPS aRACETS JUGin 71FtBRACK[AMd o FROM BOTTOM OF TRACK 001ENSNKIS A 77 r f GI J0 1aw N {3-1 + O Q' A 7 d a AT Js 10JB . 2f-.7 + +7 a3-1 A 0 AB Ir 3. Q-1 + 01. SOP• RE B 01, 73JB a'd 3 1 TAT p I' A. 29n +• A Nf A 57-1 . O p ! 73-1 A a-D' UFT FITOI SOP NOTE fOLWVaNO OWEN9a OCK01ES SOTED JAMB BRACKET ATTACHED TO TRACK WIN 1/h10Af/la• TRAM BOLT AM NUT, FOLLOUNC OMM" MOM OUICK INSTALL AUNB BRACKET OISRLLm IN BUN0,7LY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO MACK. DOORS MM RICH LIFT. ROOF PITCH. AQ/TOI ORSAIER MAN E IN MOUNT REWIRE US OF OONTMUDYS WALL ANGL SEE 3MPPLDAW TRACK CURT NOR OCTAL& STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.L3. SIZE: A Wayne OESION PSi : r2180/-20. 80 MAS Y1gTN: la•-0• I DATE NAVE s< (PsF: *(]FIBS -+3.20 MAR NEQIT: r•-9• We 3/B/0a GIRT Dalton. IMPACT/CYQIC ANTED (YE4/ N0: YES NA2 SECTION MEQTT. 11' CKEO A/B/Or 1 MRB GARAGE DOORS MODELS 5120/9100/ 960 1 SHEET 1 OF 2 WINDOW OF OWERIEAO 000R CRAP PEN aLA PAR"" »1+ WINOLOAO SPECIFICATIONOPTION CODE 023E OPA*"G PART N0. 31896E REV, P10 I 430a.- awo 13 CA ADAISTNLE TOP RACE WAR OVER RIEORAL RO 13 CA AOAASTAeE FDIIINE ATTACHED To 15M lllC ((h PIQ-NNOI[O TOP IIKIIOS PHI[-PKYYOI[0 MCB ROLES EAdI F/D PACVO UP WARD N OOTIOM or V-OM I • AND ATTACH MRU CHO CAP AT VAIN (2) 1/•-1NAS/r EACH EIaD lMTw (1) I/4-14 i/6' CRI PITTE SK7HEVS sEV DImLNO MPIN SCREWS FOR STANDARD TRACK AND (3) t/-la7/• S[lF DILL1N0 Ttrt fC1C1C FOR low a NEAONOOM MACK (1 Of OM ARE USED TO ATTACHED THE TOP DETAILBRAT AS 9.10W • LOW HEADROOM TRACK DETAIL A 13 GA ROLLER SLOE AnAOHED TO USED ONLY ON IMPACT PIKE-PVNDIm HOLES IN TOP OF U-6M U-ONI OWt NROML RED YM CLAM SECTION - 11 1401 (11 1/s-1A15/4r awmi sCFEM01. THE (d) PRE-PWlpl(D MOMS EACH 00 OR MPFORGONDR USE V NOTE IN ADE TO OL51PE FAONO UPWARD AND ATTACK TWO` END BRACKET ATTACMIX PROM A110NIENT CT ROVERS W AT CA04 END VAIN 1 1 A-IU7/U' WITH EA 1/hlHe7/D' 13 CA 111NLi A7TAOOD I erra•oia1 N.0 DR D OVER CRIMPSELF SDO1La6 (E WITH (s) 1/h14.3 NIB M iNE coma SECTION SHALL ONLY THROUI NTH N CR11NnlE SCHE.B (1 Or OE ATTACKED IMq! ENO HEM AT EACH BRAG Cr AND V-BAN) VAECH ARE FACTORY END VATH (1 1 hI NT/B SEIr OCLLDMc ATTA171E3) Opill"I Sb1EN IOGTEO ON THE DETAIL G BOROM FLANK OP THE V••4N1 NOTE TIME TO GRAHAM= REMOTE TO 3• NTLON SmRIGARO / • `r/ IIOLLE.Q YAM —// 1/7' STEM DETAL 9 ArTACHMaT NOTES ON TH oval N a 1IK.i ATTACHED INTEGRAL N TATH (O I/h2w/6- eDl (1) 1µ-306//1H1L CEDDntt SCEVO (1 or C`OIPm SCEME TINY MUCH ARE FACTORY ATTACEA 3 Or VAOCK HNC-P{NCOO MOM AT EACH INTERMEDIATE MICE ARE REED INSTALLED ALTO CORDON (1 THIR11 FAME SOP HEN. AND 1 OF eOCH IS fEEO INSTALLED K WAN ANTI BOROM HIRE LEAF AND I SNNU TIM PRE-PVNCKED NCE MEB OF U-nAR ANTI N U DETAIL NEQAL Tm OF SECnCH) 12 CA SOTRU BRACKET rAClQRY ATTACHED VAIN • e PEACE WAR OWN NTCOIAL RB TITII 3 1 FI late NOTCH cam TO CLEAN 60TTOM ORACET AND ArFAc1 TNW END CAP AT 41C1 6e VATH (i1 1/4-1M7/B• 0M TE SMEr MR IMPACT REVSrANOE. ` SEV ORRLNO 1L4 SHOW" ANTI USE (1) 1/4-14 i MrTHEor= ORACET NUsr BC SC VIV m THE BOTTOM ti . • DRILLING C IMPD SMV AOR0.4 IT., or THE 60TI01H U-4N AT All WIN EACH PRE-PLNCI[0 HOLE AT MY y i/•-INa7 SELF OWLNC rt SERm MINGE LOCATIOIL UK 2 I/•-10G/O' CRIODTE SLEW AT Ali WHO SCE IMPACT OOTmM BRACKET PRE-PUN0 M HCLE LOC TIOR OCTAL THIS HEEL No. 779E5 0•.• STATE OF 41 - AS CINAL Tea•`• OMNf 1 aowsA, R ISN DAMN ROAR 1N 11eym . n R TTiMi 1a N 11HT0P N NaLOAD C&Cr 1 G°i,Tiu a MN STASS eRLE I N SIA ILEW BAOCED flue" WASHERS 3- 1/r D.C. MAX SSGOWAC 1 0M I I 1) 1//A-Na7 SEEE 0`El{JMD cONPRTE SOE' s AT lDE UP ODOR TON 3- SIWf Y OR/A1011 ORACEf. ON WDA" CLAM RCD06 SEE NOTED r= OETAI{ E ArTACM GOTTOM BRACET TO ecn1BH u-BAR "IN (2) 1/ hlul SW OlUmilml CRUPOTC SCTIEK IMPACT BOTTOM BRACKET DETAIL F DE"•- L-F i-RAR ArTACHNFAIT MDT" 1. ALL U-BARS $HALL BE PLACED OVER INTEGRAL 106S AND ATrACEO TNU PRE-RHHWEO HOLES WITH (2) 1/4-Ift3X CDIPIITE SCHEUS AT' EACH INTERMEDIATE HNOE LDCADOH, (2) 1/ 4-14a7/6' SELF DRUM cIN@TIC VVEWS AT EACH END CM ( EXOPT BOTH U-BARS CH BOTTOM SECTION - SEE OETAIL 0 AM 0 THISSNIEET). (3) 1/A-»aS/b- CIMT11E a C W DOOR AID SWO APPRCOHATILYAYINIERMEOIATEIDNDE LOCATOL AID (1) 1/s-1a0/6' C INPOTE sH1Ew Arr"ON ATRY jrnW CAIN EH4 PON DOCK MOTHS GREATER IMAM Ir-O. DIVE SHALL BE A TOTAL OF ( 20) IOEBS AITA04NO EACH U-BAN 00CEPT 601H V-BANS ON 60TDN SECTION SHALL HAW A TOTAL OF (171 30WAS EACH. FOR DOOR TOOLS LESS THAN a r6UAL D Ir-O-. THERE SHAL K A TOTAL or (16I SCl ATTAODHc EACH u- AR EXCEPT BDIN {-BARS oN 7TOM S[C11oH NON-SIIWCRNAL OEOORARK SMALL HAVE A TOTAL Or (141 SCREW EACH. ouTEN MDHODN THIN L tlM THE EIUTPOI Or TALC (a) PRE-PUHOHm HOLES N THE TOP OF EACH 0/0 MD FCT ATTACHMENT OF INC ROLLER r-EI/{• POLYCARSOHAIE UNM AD THE HI ((O1 E-PUMOIEO HOLD IN DC OOTM Or F ME TOP rODURE EACH 00USEDTHEA77ACdEIrtOFNOTEDOTHERWISE ON TWS SPEDrIGATION AID u16ESSOM1I0. ALL PRE NOTES N ALL U MS SNAIL RE DO H1p-14N0/b- asNvDrt STAEaR ATTACHED THEDOORORVAIN1ITT CA WARS SHALL Be STAMPED 'Mr APPRDIYATELY S' RROM EACH ENO. I SECTION Oo0R5 CA. ATU- EARs MORAL OVERECRALWISA$ OVAL ILLS I CATASSTATIC PRESAIRE RATINGS APPROVED SITES Sc OESCH N + 25.S0/-26.60 MAX D10 TNt 16'-0' TEST f36. 65 -•320 IMAX HEIGHT. r-0• alton. MPAGT IC RATED (YES/!Mk YE4 MAX SECTION HEIGHT! 21• GARAGE O O O B S MODELS 5120/ 9100/9605 OIVCII Or O11611140 DOOM OM COLAFLONA ADOM i Pasls• WINOLOAOSPECIFICATIONOPTIONCODE0230ON) E744NO HINGE r 7/a/ m 1moAlED TTE BLDI31 r E/M/ID 5/13/1N7 ENO PART N0. I REV. 318960 P10 i— 14" MAX t 12" MAX 12" MAX I I 12" L j' MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. 0I1ATW 4 KOr4W, PE 57f Oomw Na 1N ummi 1vG OKO fl PC 77N3 IN n 11761111 PROIi'mONAL 040ow S SEAL 1,60V ED ONLY full VOd1CA110H Q NA710Au C&STPUCTION CETALL PLATE LOCATION HEOULE CLIP DETAIL CUP LOCATIONS SEE SCHEDULE 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CUP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR 11 GA MIN CUP SEE SCHEDULE Lei 13 GA MIN CONTINUOUS WALL ANGLE 1111111ff1/// 110E/ys •; r2' No. 77945 : S S E OF • actA,; I 7 NAL f1111 kCK 1/4"-20 TRACK CARRIAGE BOLT H 1/4"-20 NUT 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK u- 6 1 DESIGN PRESSURE CHART DOOR MAX PSF 9'-0" 46.0 PSF —52.0 PSF 16'-0" 46.0 PSF —52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART REVISIONS INCHK-CUPS-TEXAS ANGLE 12 FOOT MO 6/11/03 POATED FORMAL EASED ALLOWABLE swms TO DO/-52.00 PSF FOR DOOR WOTNS ICED 'TEXAS NAIL E' TO 'CONTINUOUS ANGLE•. ADDED IRATE MOUNTING IL CHAHOED TO ND ANCHORS 4/2/07 5/21/07 IPOATED YODELS n IN MARTS LIED SPLICE el CLIP 9/06/07 UPDATED CHARTS TO IHATETHCUSEOF CLIP LACED9NACRETHE 04/11/06 70'ANDED 1-1/2' To 6' ODOR THICKNESS RT UP To 14' Him 12/11/06 UPDATED TITLE z 6/2/10 UPDATED TITLE x REMOVED CHART. 11/13/13 UPDATED TITLE x 5/15/17 ay a DATE NAME UNILM D ton DRAW CRTCHECKThECKED8/ 21/07 21/07 IRA A G ®®®R $ SHEET 1 of 2 3395 ADDISON DRIVE ORAVANG PART NO. REV. PENSACOLA. FLORIDA 32514 850) 474-9390 307494 I P11 2 3/4" tt" EDGE DIST 5/16" x 1-5/8" LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 SPF (G=0 42) OR MIN 3/16" THICK STEEL FOR MOUh E60XX MIN. 1 8 2-24 1/8 V 2-24 BETTER AT EACH 1/4-2Ox9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL d•I I I:l I C I f G[E3 1*LTI, OWA11E A KORN M. R 4376 CONY ROAO 160 MOON MOPC, ONTO HL PC 77643 T6 PE 117666 PRMMONAL CMOMM'7 SEAL PROMOEO OILY MR VOWCA0aN OF aNOLOAO CONSTMJCNON O6TAA= WITH MIN. (1) 1/4-2Ox7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDINI 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- 20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP j%%jllljlr/// P(tlF- J Koh'%,. T„10ENSF •.tijip, NO. 77.945 STATE OF 1At ENG`• AL Wayne Dalton. av' GARAGE DOORS TRACK SUPPLEMENT CHART 3393 ADDISON DRIVE PEN) 474-9939032314 RENSIONS 1 INCHX-CUPS-TEXAS ANGLE 12 FOOT ITEO 0/11/03 IPOATED FORMAT. EASED ALLOWABLE MURES TO OO/-52.00 PSF FOR DOOR Y60THS. CGED TEXAS WALL E• TO 'CONTINUOUS ANCLE'. ADDED ETRATE MOUNTING AL CHANGED TO H NO ANCHORS 2/07 31ANCED FORMAT. A MODELS 0600 6024 171TH OVERLAY RACK CLP 6/21/07 IPOATED MODELS D IN CHARTS. 1TEO SPLICE 6 CHIP OULES. 9/05/07 IPOATE MOUNTING JL ORAWINCS 10/05/07 IPOATCO CHARTS TO NATE THE USE OF 0 CUP (REPLACED I9 ACROSS THE 1 D4/11/D6 EXPANOED I-1/r TO 6• DOOR TNKKNESS AT UP TO 14' MICH. 12/11/08 ADDED MODEL 670M iATEO TITLE BLACK UPDATED TIM X REMOVED CHART. 11 /15/13 UPDATED TITLE 6/15/17 SHEET 2 OF 2 ORAWTNG PART NO. I REV. 307494 P11 Wayne Dalton. GARAGE DOORS 3393 ADDISON DRIVE PENSACOLA. FL.OMOA 32514 6.50) 474-9690 j111()l1j/// P. p1E J K0 5..• ' ,1cENSF ••.L cr N0. 77945 S" 0 STATE OF MINIMUMSOUTHER 474 COUKTT ROAD 140 YONM IIOPG Oq0 R R M43 IS FE IVUS PROFESSIONAL ENOIKIM SEAL P0001 OfNLY NMULTI. 0, AIIQLDM OORII en. OLTAMS B' MA MU SFa' " Ad SEE DETAILS 1, 2, AND 3 REQUIRED FOR VERTICAL i SPOSTEM& ORCING II Dow 1ROTM G NEAOER LOCK AtlIEi Q 3/4• J 2) 3/B' sBWsaM TITEN No SCREW ANCHOR M M A 1 1/4' WASHER AND A MINIMUM EMBEDMENT C" OF 2- 3/4' ANO A MINIMUM EOQE DISTANCE OF 2-3/4•. pt7Al , MINIMUM2soD 1+9 [d/H7RTT NOTES MAXIMUM DESCH LOAD CAPACITY OF 2005 LBS MWWIM 2 F NFACER I= SOUTHERN PACKET WM 4' 4) 3/6' SMPSON TITEN No SCRLVI ANCHOR WTH A 1-1/4• WASHER AND A MINIMUM EMBEDMENT OEPTH of 2- 3/4' AND A MINIMUM EDGE CISTANCE OF 4'. DETAIL I MINIMUM 2OOfl MOTL MAXIMUM DESICH LOAD CAPACITY of 2400 LOS MINIMUM 2aB /3 rE HEADER LOCK SOUTHERNPOdE / BRACKET LUMBER. f 1- 1/2'-j 2-1/YJ 4) 3/8' CIA LAD SCREWS WITH t-t//4' C.C. WASHERS. LAG SCREM6 SHALL NAVE A MINIMUM PENETRATION OF 1- 9 INTO THE MAIN OaT MEMBER DETAO ON LOAD HaPACRY OF 24]O lBi SHEET I OF 2 rucrYcn P17 UPDATED TITLE BLOCK ESC 6/13/17 JAMB CONNECTION SUPPLEMENT I ORAVING PART No. REV. 324620 IP16 Wayne Dalton. GARAGE DOORS 3395 ADDISON ORIVE PENSACOLA, FLORIDA 32514 850) 474-9890 ORAYAC 4 Xotm, PE 376 CONIRY ROAD 16I WOLMT HOPE, CRUD 7t PC 771.3 Tl IC 11706 FROFT"ONAL EMCO10[RTO YAL PROYDEC O7aY FOR VERIFICATION OF E70LOAD OOOTR17CIM" OCTAL& TSOO PS CONCRETE MAX ALLOWABLE FASTENER MAY EXCEED THE DESICH OF THE STRUCTURE DESIGN 2 3//{' UPPORTINC STRUCTURE SMALL NON EOCE OIST HE SOLE RESPONSIBILITY OF PR6ESSONAL OF THE STRUCTURE d 3/E• SIYPSON T1TEN NO. 2-3/4• YN EMBED. WM E• BETMEEN JAME BRACKET LOCATION JAMB BRACKET 1/4-20A9/1E' TRACK BOIi AMC 1/4-20 HEX M TRACK DIRECT CONORM MQHMDNp EFTAN oti se Q NO 77945 LLI G g7A OF f '• : Z ONAX- YIN 2 A 4 SPE (C.0.42) OR BETTER WALL STUD NSETE, MAX ALLOWABLE IASTENER LOAD WAY EXCEED THE DESGN LOAD Of THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SMALL BE THE SOLE RESPONSBIUTY OF THE PROFESSIONAL 01 RECORD FOR THE STRUCTURE-------, EXTERIOR O/IB' LAG SCREW RTIFI 1-9/32' EWBEO N CENTER OF 91U0 J: CM/ ) FOR EACHJAMBRAdCEtLOCATION JAMB BRACKET T/4-20dAE' TRACK BOLT AND 1/4-20 HEX N TRACK pRiF[:T LWM MpU1(11N[ pFTMI MAX 420 LAS PEA _ FASTENER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS P17 uPOATOJ TITLE BLOCK ESC B/1S/17 I I 1 nu DRAWING PART N0. REV. 1 324620 P16 r 1/2/2018 Florida Building Code Online rr I lylt• ill' aj } ^ r,+ t .;j; \w.li , a•. •_, ?;i , i± I.'I.Iy •r lrJ'. 1'•'rt.' ' '-.i 1.:' l + ;,,' 1 y •' (I i• r n,} ri:. t i• r,' .t•y ry; •< _a •.:, j°f,y BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Unks I Sear. pr 7 r Product Approval USER: Public User aS r° , Product Approval Menu > Product or Application Search > Application 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 FL19715-R3 Revision 2017 Approved Silver Line Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com Jon Berrian One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Windows Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received 1 Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden Rj Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 fy"lr i I Sections from the Code - hrips://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvA% m2bxzklhGuBVSnRNMfoIDM5dhG310CYhzgZSGolvg%3d963d 1/2 1/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 Model, Number or Name 19715.1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.3 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A. Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19725.4 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant- Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 If SWD002 SS 2017-06-15.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4875 SS 2017-06-14.odf Created by Independent Third Party: Yes Installation Instructions FL19715 R3 11 SWD012 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4807 SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 11 SWD010 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4805 SS 2017-06-14.ndf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 11 SWD011 SS 2017-06-14.ndf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL1971S R3 AE PER4RO6 SS 2017-06-14.odf Created by Independent Third Party: Yes BNk Next The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Atxessibility 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 sen electronic mall to this entity. Instead, contact the office by phone or by traditional mall. 1f you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please dick here . Product Approval Accepts: E90 Credit Card Safe https://floridabuilding.org/prlpr_app_011.aspx?param=vvGEVXQwtDgtvA%2bxmzkl hGufBVSnRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH AN04OR LOCATION SHOWN THE NUMUROF INSTALLATION ARCIORS OEICTEOISTNI MINIMUM NUMBER Of ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM 512E USTEO. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLEMACE Of Sin INCM THE DEPICTED LOCUTION B SPACING IN THE ANCHOR LAYOUT DETAILS 6E., WITHOUT CONSIOERATION OF TOLERANCES(. TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION AN040A TO THE NEKT. SKIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3A INCH. SHIM WHERE SPACE OF V161N04 OR GREATER OCCURS, SIBM(SI SHALL BE CONSTRUCTED Of HIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE IS WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR LOCI COMMON NAILS OF ILMART LENGTH TO ACHIEVE 1.1/2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3A' EDGE DISTANCE. TIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE PB SElFTA001NG SCREWS, Of SUFFICIENT LENGTH TO ACHIEVE MINIMUM OF 3 N N M BEYOND METAL WALL INSTALLATION SMALL MAINTAIN MIN. )A• LOGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-I/2INCH MIMN.UM EMSE0.M(NT INTO WOOD SUBSTRATE THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCIETE/MASONRY, OR DIRECTLY INTO CONCACWMASONRY, USE 3tI61NCH DIAMETER TN TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 INCH MINIMUM EMBEDMENT. LYSTALLATION SMALL MAINTAIN MIN. 13/4- EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUO USE 810 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 TMRtAft PENETRATION BEYOND METAL WALL• MINIMUM EMBEDMENT AND EDGE DISTANCE UMUDE WALL f W WHES, INCLUDING BUT NOT LIMITED TO STUCCO. FOAM, BRICK VENEER, AND SIDING. INSTALLATION ANCHCAS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR KAVE ACORROSON RESISTANT COATING FOR HOLLOW BLOCK AND GROUT FILLED BLOCK 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 101NTS, EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR LOGE OF MORTAR JOINT INTO FACE $NELL OF BLOCK INSTALLATION ANCHORS SMALL BE WSTALLEO W ACCORDANCE WITH ANCHOR MANUFACTVRER'S INSTALLATION INSTRUCTIONS. ANO ANCHORS SMALL NOT 6E USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANOOR MANUFACTURUL INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE SAROOM SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD• MINIMUM V(CIFK GRAVITY OF 0.55. L CONCRETE.MINIMUM COMPRESSIVE STRENGTH OF 31100 SL C. GROUT-FRLEO CMU• UNIT STRENGTH CONFORMS To ASTM C.90 WITH MINIMUM COMPRESSIVE STRENGTH OF ZOW PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSL 0. HOLLOW BLOCK CMU . UNIT STRENGTH CONFORMS TO ASTM CIAO WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSL E. STEEL. MINIMUM YIELO STRENGTH OF 331& MINIMUM WALL THICKNESS OF 47.11 MIL (0.0178' or 18 GAUGE). MIN. IA' LOGE DISTANCE. F. ALUMINUM • MINIM& ALLOY 6%3•TS. MINIMUM WALL THICKNESS OF 1/16'. MIN. 1/2' LOGE DISTANCE. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: L THE PROOUCF SHOWN HEREIN 5 OELGNEO AND MAWUfACTURCO TO COMPLY WITHTHE 6TH EDITION FLORIDA BUILDING COOS (FBCL EKCWDING HVFQ AND HAS SEEM EVALUATED ACCORDING TO THE FOLLOWING. AAMANmMMCSL IOI/I3.2/ALAO4BAl 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRE WAASONRY, 2x FRAMING, AND METAL FRAMING AS A MAN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APFUED PRODUCT LOADS TO THE FOUNDATION IS THE RESPOMMUTY Of THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROIECTOF INSTALLATION. 3. IX AND ZX SUCKS (WMEN USED) SMALL BE DESIGNED AND ANCHORED AS SPECIFIED HUCK WIRTO SHEET 6 FOR FURTHER DETAILS OF SUCK INSTALLATION. IKE INSTALLATION DETAILS OESCRJUO NIXON ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPEOFIC SITE If SITE CONDITIONS CAUSE INSTALLATION TO OEVIATE FROM THE REOUIREMEN M DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SMALL PREPARE SITE SPECIFIC OOCUM[tM FOR USE WITH THIS DOCUMENT IN NONINHQ AREAS, N NVH2 AREAS, ONE TIME PAOOUC'T APPROVAL TO SE OBTAINEO FROM M.IAM s4mm REA OR NIX. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT N AREAS ACQUIRING IMPACT RESISTANCE. 6. WINDOW FRANIE MATERIAL: PVC 7. In ACCORDANCE WITH THE 6TH EDITION FT1S WOOD COMPONENTS SMALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEHNED IN CNAPTEA 23. L GLASS MEETS THE REQUIREMENTS OF ASTM t OW GLASS CARTS. SEt SHEET 6 FOR GLA7JIYG OETNLS. TABLE OF COIlMT5 SHEET REVISION SHEET DESCRIPTION 1 MSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS VERTICAL 6 HORIZONTAL SECTIONS (NAM FIN) 5 VERTICAL • HORIZONTAL SECTIONS M0tOU6H FRAME) 6 HORIZONTAL SECTIONS. BUCK INSTALLATION.6 GLAZING OETACL RALL SIZE DESIGN PRESSURE MISSILE IMPACT RATINGWIDTHHEIGHT 84. O/x 35 / •35 PSF NON IMPACTt38" 66' CIA 50 / •50 FSF NON IMPACT 74• O/X 50 / •30 SP NON IMPACT rr DIX 35 / •35 PSF NON IMPACT 1 62' O/x 50 / •50 PSF NON IMPACT 46' 7r O/X 35/•35 PSF NCN IMPACT C l•• O/x 20 / -20 PSF NON IMPACT sr 7Y O/x 25 / 45 0 NON u/IACT 36' 3.79- O/X (ORIEL) 35 / •35 FSF NON IMPACT AB' 96' O/x (ORIEL) 20 / -20 FSF NON IMPACT 7r 6r O/x-0/X 35 / -35 PSF NON IMPACT B•' O/x0/x 35 / -35 FSF NON IMPACT 6r O/x0/x 50 / .50 SF NON IMPACT 7r O/x-O/x 50/•50 SF NON IMPACT 77' O/XO/X 25 / -25 P5F NON IMPACTEl". 7•. O/x0/x 35/•33 O NON IMPACT 7•• 0/X•O/X 30/•30 SF NIONIMPACT 6r O/XO/XO/X 50/•50r5F NON IMPACT 72, O/XO/XO/X 50 / -50 SF NON IMPACT Be O/XO/XO/X 26 / -M PAS NON IMPACT OOINTr HfH1PW Or &r--- F. M-wo. P E. RAmPN I H.M w10Np 11YF om-1 Fl#: F1.19715Ow. 2000BIS 16:1ISIS.04'W rSilverLine a/lndersen IK741. HP4 SLLKRV40.1K w.IHF.uwswuLwaaa HH ln:l •H.wol III IIUUL` O 11, S=yj2OV 10002 1 OF 6 MAX FRAN HEIGHT 9! MAX FRAME WIDTH ,B' ELEVATION SINGLE Mum wWoow MAX FRAME WIDTH 96' R E F 5 C MAX FRAME HEIGHT 74 L_ 1owMR. ml-m PR A 0 e ELEVATION TWIN SINGLE HUNG %nmww QUALIFIED CONFIGURATIONS ARCM TOP CONRGURATNINS NM ALL not-4905 RATINGS. SWGIE UNRC0W*URATIOIIS QUALIFIED CONFIGURATIONS ARCH TOP CONnGURATtM FOR ALL 25 -&M IIATING%TwW UNR CONNGURATIONS MAX Fit, HEIGHT 1 MAX FRAM HEIGHT 91 MAX FRAME WIOTH,B' ELEVATION SINGLE HUNG ORIEL wwoow MAX FRAME WIDTH toe• TRVIE SINGLE HUNG VANOOW SilverLi e it^t I1ELl'nl'nce aE $uvft" NTT WNT" am4wwR Hl cow we(M)4lYNW Z ^ M Q Z ash: 7K5 E n C<i G S 10 C<WyJ W LLY m W m O Z S W VI W G iaa mf mz h zy2C NG t1: 5 W 0002 4EET: 2 OF 6 dw 1 ll MAX FROM 1I O. C. CORNERS L_ r MAX.FROM 41/r MAX COMERS r G.C. Ir MAX r O. C. 4 1/r o. IIN I ILE—^ I li r MAX, faOM CORNERSL fIQmw. . r MQTf.TW 70N rMAX y« uN.noa[oAa oc FROM CORNERS ANCHOR LAYOUT NAZI fail . SINGLE HUNG WINDOW 61 MAX FROM r _ 20• MAX COO RNERS O.0 W MAX FROM W MAX. O. C. L_ W MAX FROM CORNERS L ANCHOR LAYOUT THROUGH FLUME - SINGLE HUNG WINDOW 16 U CORNERS 1 rMAX C. L- L_ V MAX FROM CORNERS I l _ 41/2• MAX. 1 r O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 1• MAX FROM CORNERS L 6' MAX O. C. 1` MAX FROM CORNERS 6' MAX FROM 12 3/4• MAX CORNERS O. C. 161/ r MAX O. fC. L- L_ ANCHOR STRAP W MAX. r P/ N W2"5-2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FLUME -TWIN SINGLE HUNG WINDOW 4 6- MAX O. C. ANCHOR LAYOUT NAIL FIN - TRINE SINGLE HUNG MAHOOW r MAX. O. C. SilverLine ore snrIan.[ ealvE no. a NUH:w gw000l m M A z yy H } 13 j lW y J y 1Fr O v a o m J Z a OcVm H o. L/ for L W ~ W A. 4190 Rag1 ti V< 0 lill * FR\\\\\ R HIC } S. W J _; mhm'Z N ANCHOR 5=0 < w ac -Z < 15 P/ N 50-2"5-2 C 8 a S N 2 SEE SHEET 5 FOR DETAILS OWG m ANCHOR LAYOUT SWDOOZ THROUGH FRAME- TRIFLE SINGLE HUNG WINDOW SHEET: 3 OF 6 tnAiMenwn 6- 4 Lu 0 V MAX FROM CORNERS I l _ 41/2• MAX. 1 r O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 1• MAX FROM CORNERS L 6' MAX O. C. 1` MAX FROM CORNERS 6' MAX FROM 12 3/4• MAX CORNERS O. C. 161/ r MAX O. fC. L- L_ ANCHOR STRAP W MAX. r P/ N W2"5-2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FLUME -TWIN SINGLE HUNG WINDOW 4 6- MAX O. C. ANCHOR LAYOUT NAIL FIN - TRINE SINGLE HUNG MAHOOW r MAX. O. C. SilverLine ore snrIan.[ ealvE no. a NUH:w gw000l m M A z yy H } 13 j lW y J y 1Fr O v a o m J Z a OcVm H o. L/ for L W ~ W A. 4190 Rag1 ti V< 0 lill * FR\\\\\ R HIC } S. W J _; mhm'Z N ANCHOR 5=0 < w ac -Z < 15 P/ N 50-2"5-2 C 8 a S N 2 SEE SHEET 5 FOR DETAILS OWG m ANCHOR LAYOUT SWDOOZ THROUGH FRAME- TRIFLE SINGLE HUNG WINDOW SHEET: 3 OF 6 tnAiMenwn 6- 4 Lu 0 A. 4190 Rag1 ti V< 0 lill * FR\\\\\ R HIC } S. W J _; mhm'Z N ANCHOR 5=0 < w ac -Z < 15 P/ N 50-2"5-2 C 8 a S N 2 SEE SHEET 5 FOR DETAILS OWG m ANCHOR LAYOUT SWDOOZ THROUGH FRAME- TRIFLE SINGLE HUNG WINDOW SHEET: 3 OF 6 tnAiMenwn 6- 4 Lu 0 tnAiMenwn 6- 4 Lu 0 CONCRETE/MASONRY BY OTHERS 1 1/2' MIN. EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X • WOOD BUCK BY OTHERS ° a . 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/8' Min u6 WOOD SCREW EDGE GIST. INSTALLATION ANCHOR ............ FTMSH 11F9EXT$ eIOR BY OTHERS"fzPERLMETrtR — 1/4' SHIM SPACEACE SEALANT / BY OT KM l / UNIT HEIGHT EXTERIOR IINTERIOR 1 SEE 6LA2ING MAIL. SHUT 6 VERTICAL SECTION Q. MEAD • 2K WOOD BUCK NAILFw SEE 6LAZIN6 DETAIL. SHEET6 EXTERIOR INTERIOR O.A. UNIT HEIGHT ` PERIMETER / SEALANT BY OTHERS U4' MAX EXTERIOR FINISH SHIM SPACE BY OTHERS 46 WOOD SCREW INSTALLATION ANCHOR 3/8' MIN. I WOOD BUCK BY OTHERS EDGE DIST. SEE SHEET6 FO P. CONNECTION OE TAILS a CAULK BETWEEN a CONCRETE/ MASONRY NCRETE/ MASONRY 6 2X 8Y OTHERS W000 BUCK BY OTHERS 1 U2' MIN EMBEDMENT q VERTICAL SECTION Q J slu • V WOOD BUCK NAIL FIN 1/4• MAX MIN. 3/B' EDGE DISTANCE SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS ATIIN, 3 THREADS SEE GL 27N6 ' PENETRATION BEYOND OETAtI SHEET 6 METAL STRUCTURE INTERIOR US GR.5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR FINISH 8Y OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH C HORIZONTAL SECTION QJ JAMB • METAL $TUO NMI Fw SilverLine t,!AjkleISI'n u a •a. •aaaa Nc =I(4wf *RIK apan wM vx Nr onot wr r w anaao nZdi o d' NZ =I' UA W sN m r G<m Sco W y W < s n i O m G H op m H d Z W v O W 0 m N m 2cN N zi vz p C) y N DWG It: SW0002 SHEET. 4 OF 6 n10 WOOD SCREW INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS • ' CAULK BETWEEN • CONCRETE/MASONRY BY OTHERS ....... . EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS / O.A. EXTERIOR ( / UNIT / HEIGHT SEE GLAZING 1 DETAIL. SHEET 6 3/4• MIN. EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS E SHEET 6 FOR W' MAX, CONNECTION DETAILS SHIM SPACE a • SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GLAZ3N6 1 v2' MM DETAIL SHEET 6 EMBEDMENT INTERIOR 1/a• MAX SHIM SPACE INTERIOR VERTICAL SECTION 5 HEAD • 2% WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR O.A. UNIT HEIGHT PERIMETER SEALANT BY OTHERS ANCHOR STRAP, AT TWIN 6 TRIPLE CONFIG. ONLY. SEE PLAN YIEW-ANCHOR STRAP P/N 50.299'S2)' DETAIL AT RIGHT FOR INSTALL, REQ. 1/4' MAX SHIM SPACE EXTERIOR FINISH \ BY OTHERS a!„ 1 v4• MIN. e EMBEDMENT PRE CASTSILL BY OTHERS 3/16' ITW TAPCON ' a' INSTALLATION ANCHOR a 1' 3/4' MTN • • EDGE DISTANCE p VERTICAL SECTION S SLU-CONCAETE/MASONRY THROUGH FRAME MIN.3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2' EDGE DISTANCE 410 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUO OR APPROVED MULLION BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 IMETER SEALANT EXTERIOR BY OTHERS O.A. UNIT WIDTH T-* HORIZONTAL SECTION SLA MB- METALTUBE/STUD OR APPROVED MULUON THROUGH FRAME 5) M4 PANCAKE HEAD SCREW5 FROM STRAP TO 4.0000 4.0000FRAME. HOLES PROVIDED 2.0000 2.0000TOACCOMOOATE #14 DIA. 10 0.500 0.0620 0. 0.7500(2) 3.0000(2) 6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50.2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORV46 REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY. USE (4) 3/16' ITW TAPCONS PER STRAP, MIN.1.1/4' EMBEDMENT, MIN. L-3/4' EDGE DISTANCE B. FOR V45TAUATION TO METAL STUD, USE (4) ajo SQP-ORMLING SCREWS, 6R. 5, PER STRAP. MLN. 3 THREADS PENETRATION, MIN, 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) NIO WOOD SCREWS PER STRAP. MIN. 1-1/2' EMBEDMENT, MIN. 1' EDGE DISTANCE. SilverUne e.< •rt.taaa au.E r+e.muw{rseewaae n{ aaxl.nnae O N 0!'' x 3 gC W C VolVm C o . 1 , a W 10 A N IOW p W a 8 d f\ e a d 1 vZ G G N OWG st: SWD002 SHEET: 5 OF 6 INTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION H HORIZONTAL SECTION MEETWD STILE 6 IIMRMEMTE FRAME MULLION I- ALUMDQUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72. (O/X), DE5I6N PRESSURE •/- 35 PSF 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/Xl DESIGN PRESSURE •/- 35 PSF 76 X 72. (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X-O/X). DESIGiN PRESSURE 4-50 PSF 108 X 72, (O/X-O/X•O/X), DESIGN PRESSURE 4•50 PSF J C - STEEL INTERMEDIATE FRAME •LARGE' REINFOACING 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: ALL GLAZING CONFIGURATIONS 514ALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 . GLASS LOAD RESISTANCE. 51W O.A. I.G. GLASS EXTERIOR / INTERIOR l MIN. GLASS BITE L/2- 01/8' SETTING BLOCK GLAZING DETAIL 1 NOTE: 1 LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN V MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX, O.C. SPACING SPECIFIED IS NOT EXCEEDED. Z BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4• ITW TAPCON ANCHOR 4• FROM CORNERS 16• MAX O.C. THEREAFTER ZX WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT L WINDOW FRAME. BY OTHERS 1 1/4• MINI EMBEDMENT 1 1/2' MIN. EDGE DISTANCE r MIN EDGE \ DISTANCE ` CONCRETE/ MASONRY BY OTHERS BUCK IN5TALLATION DETAIL Silverline 6,/Wersen Ot a4Ka7art aaiK wa+w w .wua w ane 1 Va.1000 V) 0 n H a 0 v H aM Z LU y 0 a a W 0 k"15 4 ` OF _=O as > x v2 'A2a DWG U: 5 W D002 SHEET: 6 OF 6 5A\\) 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# FL19715 Report No. 4875 6th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 — D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F. Norero, P.E Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' r,t ii,, DES F. p Sri 1.0 Hermesl.rw o%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)(d) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 06/ 14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method id 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 61' Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL if 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 61" 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 6" Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 06/14/2017 Certificate of Authorization: 29578 Report NO: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). 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: B9241.01-109-47 5/18/2012 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 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 A\\) BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.5S), 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.S0" 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 w Business • Professional Regulation rg" BUS Home I Log In I User Registration I Hot Topic I Submit Surcharge I Slats I! Facts I Publications I FBC Staff I BOS Site Map I Unks I Search I Florida D r Product Approval USER: PublicUser VNh..- Product Approval Menu > Product or Application Search > Application Us t > Application Detail Fl- # FL13192-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archlved Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 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 Quality Assurance Representative Pingsheng Zhu Address/Phone/Emall 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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R5 COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Eouiv RI0-2692B-17 ASTM C1186 eouivalencv.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding flber-cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II CemPlank-Installation.odf Approved for use outside HVHZ: Yes FL13192 R5 lI ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 Il ER RIO-2687-17 Plank Shingle to CMU.odfImpactResistant: N/A F113192 RS 11 ER RIO-2688-17 Plank WSP Sheathing.odfDesignPressure: N/A FL13192 RS 11 NOA 17-0406.06.DdfOther: For use In HVHZ Install in accordance with NOA 17- 0406.06 Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.Ddf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathino.Ddf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS 11 ER RIO-2687-17 Plank Shingle to CMU.DdfApprovedforuseoutsideHVHZ: Yes FL13192 RS 11 ER RIO-2688-17 Plank WSP Sheathino.odfImpactResistant: N/A FL13192 R5 11 HardiePlank-Installation.odfDesignPressure: N/A Other: For use In HVHZ Install In accordance with NOA 17- FL13192 R5 II NOA 17-0406.06.adf 0406.06 Verifled By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathino.odf FL13192 RS AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes 113192.3 1 HardleShingie Individual Shingles I fiber -cement individual cladding shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 13192.4 1 HardieShingle Panel Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 RS 11 ER RIO-2685-17 Shinale Wood Metal Frame.Ddf FL1319Z R5 11 HardieShingle-Installation.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2685-17 Shingle Wood Metal Frame.odf Created by Independent Third Party: Yes flber-cement notched shingle panels (straight edge, staggered edge, half round edge) Installation Instructions FL13192 R5 1I ER RIO-2685-17 Shingle Wood Metal Frame.odf FL13192 R5 11 ER RIO-2687-17 Plank Shinale to CMU.Ddf FL13192 R5 lI HardieShingle-Installation.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.adf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.odfIICreatedbyIndependentThirdParty: Yes 13192.5 Prevall Lap Siding fiber -cement lap siding Limits of use Installation Instructions Approved for use In HVHZ: Yes FL13192 RS 11 ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 RS II ER RIO-2687-17 Plank Shinale to CMU.odfApprovedforuseoutsideHVHZ: Yes FL13192 RS 11 ER RIO-2688-17 Plank WSP Sheathina.DdfImpactResistant: N/A FL13192 RS 11 NOA 17-0406.06.DdfDesignPressure: N/A Other: For use In HVHZ Install in accordance with NOA 17- FL13192 RS Il Prevall-Lao-Sidina--Installation.odf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shinale to CMU.Ddf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathlna.Ddf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes Baclt Ngxt Contact Us :: 2601 Blair Stone Road. Tbllahassee Fl. 32399 Phone: 850-487-1624 The State of Florida Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. if you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address 0 they have one. The emalls provided may be used for official communlcaUon with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick &.EL. Product Approval Accepts: 2-i Credit Card Safe Florida Product Approval Prevail'" Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO- 2687-17, or RIO-2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. PREVAILLapsctic" MULTIFAMILY SIDING PRODUCTS Siding INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH O TEXTURED IMPORTANT FAILURE TO INSTALLAND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: 0 CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Ca planks on edge. 1 m P 9 • Protect edges and comers from breakage. The manufacturer is not responsible for damage caused bPogy oumm t position udtirg station so 00 wind will blow dust away horn user and othersinwtxldcuga M2use . Bel. re ro Sco and s apa• i. Scare and snap 0. Shears (manual, electric apneumatic) b. Better: I. Dust red circular saw ulppad raUt aHardlebladermsawbladeandHFPArn erdrauion c Good: 1. Dust reducing dradar sawwhh a Hatdledade saw blade only use to law to moderate cutting) INDOORS 1. Cut only using score and snap, or shears (manual, electric or pneumatic). 2.PoseonaawgsteuanInwesve,daeaam NEVER use a pow eavr Indoors NEVER use a circular saw dada that does not wiry the Wmblade saw blade tradanark NEVER dry sweep- Use wet suppmssim a HEPA Vacuum Important Note: For miudmin proectim (lowest respirable dust production), the Manufacturer recominends always using'Sest level cutting meStods witere feasible. improper storage and handling Of theg product. MOSH-approved raspGatora can be used In oon)unalon with ebwa practices to fargrer rcauce dust exposures. Additional er osure irdamagon Is available a> xnwvv.prevaBsiding.tom to he4 you delemdne the most appropriata cutting melhod for yea lob requirements. II concern still exists about exposure levels or you do not comply with the above practices. you should always consult a qualdted kudusbfal hygienist or contact Be Manufacturer for father i iormalin Me GENERAL REQUIREMENTS: Prevail"' tap siding can be installed over braced wood or steel studs spaced a maximum of 24' o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application. PrevaUTM lap siding can also be installed over foam insulationlsheathing up to V thick. When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam Insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulatioNsheathing. 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 buildfing code requirements. The manufacturer will assume no responsibility for water infiltration. Install Prevailn products with a minimum 6' clearance to the finished grade on the exterior of the building or in accordance with local building codes ill greater than 6' is required (fig. 3). Maintain a 1'- 2' clearance between Prevail"m products and roofs, decks, paths, steps and driveways (figs. 4, 5 & 6). Maintain a 114' clearance between Prevail"m products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum 1' gap between end caps and siding Figure 1 Double Wall Single Wall 8 trim (fig.6). 9 Construction Construction Install kidkout flashing at roof -wall junctions IN. 9). wata.resiwve barrier let -in brat Adjacent finished grade must slope away from the building In accordance with local 24' o.c. max building codes - typically a minimum of 6' in the first 10. Ogig Do not install Prevail"m products, such that they may remain in contact with standing water. PrevaUTM lap siding must be installed on vertical wall applications only. DO NOT use stain on PrevailTM products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer andlor architect should take into eonsiderallon the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found In the Technical Bulletin'F.xpansion Characteristics of James Hardie® Siding Products' at www.JamesHardie.com. INSTALLATION: JOINT TREATMEW Required for Facby BulRColor Finish, Recommended for Primed pmducQ It is not recommended to use caulk at field bull joints. Figure 2 watb arrierjoint fleshing" W.- b.;2 ater- resistive barrier installd nka it ° o mocha a oonianasWpto t plank angle Install factory finished edges together at butt joints. \ leave appropriate gap between plonks and him, then caulk"' As required by local building code `Apply caulk In accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SIUCA DUST PrevagT1 products contain respirable crysleilne dka, wtddn Is known to the State of California to cause cancer and Is considered by IARC end NIOSH to be a cause of cancer from some occupational souroes. areathig extxrssive amountsroifgresplrabte sl6cadual can (ebo cause a disabling and potentially fatal lung dLsease Aged slGcosis and has been linked with olha diseases. Some aWdles su8gest b d usld suingcialar saw egadted toaHEPA van lam (3) worm others In Iheaimmedlete area; N)lwear a (p iopedy lilted NIOnSF aDPd dui maskrespirator (eg. N•95) in e ocordanoawllh appBable government rcgutaBons aid mamrfacttaer InsbucUons b kMha Bmll respirable egla exposures During dearwp use HEPA vacuums a wet cleanup methods -never dry Far krriha informatbn, rcra to our Inslalletion Insbudiom and Material Setety Data Sheet avagable al wnvw.aevagshling corn a by aging t-e77-23 7526. FAILURE TO ADHERE TO OUR WNGS MSOS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH, mm® PR1007-P114 7110 South CLEARANCES Install siding and trim products in Maintain a 1" . 2" Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with local building code clearance between between Prevail'" products surfaces, flashing and counterflashing requirements for clearance between the , PrevailTM products and - - - and decking material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure 5 manufacturer's instructions. adjacent finished grade. Figure 3 driveways. Provide a 1"- 2" clearance between the Stud r roofing and the bottom edge of the bbarrier_ Figure 4 s1d1n9 I re LE. e:.r>,Br siding and trim. Figure 6 vald3111e41 lap siding Maintain a 1/4" clearance between the bottom of PrevailTM' products and horizontal flashing. Do not caulk gap. Figure 7 sldng Do not 114gap won Caulk fleshing Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS" dock r ledger Figure 9 KICKOUT FLASHING S1ep<,. Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects 1 a sidewall. The roof must be flashed with eaves' memurme step flashing. Where the roof terminates, rMdwA install a kickout to deflect water away from oPWP the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashing= To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all PrevailTm lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James HardieTechnical Services if you are unsure of applicable compliance documentation. stud 24" l O. C. max. stud 24" Figure 10 Figure 11 1 1/4' min. O. C. max. overlap water- reslsUve Minimum overlap barrier o for Both Face I I and Blind Nailing I ° I blind nail-TrL I 3/4'-1' 1 1 ° l 1 ° I min. t 1/4" N face nail 0 overap4 1fI 1 I I water-resistiveI water -resistive I barrier 1 1/4' min. barrier overlap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. s The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.flcordme.c°m. Also see General Fastening Requirements. P214 6/10 South GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing Prevail"' products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING Prevail"' products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where. Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, Caulk 8 1V 0addnailIRAdonotunderoONOT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on Prevail"' products. complying with ASTM C920 Grade NS, Class 25 or Prevail"' products must be painted within 180 higher or a Latex Joint Sealant compl)ring with ASTM days for primed product and 90 days for unprimed. C834. CaulkinglSealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulking/sealant manufacturer's written Do not paint when wet. For application rates refer to instructions orASTM C1193. ppaint manufacturers specifications. gBack-rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technolo touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new Prevail"' ap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAIL"' SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and he of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oillalkyd base paints on Prevail"' products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS SO 1 SO a 100 sq.k) exposure) 5114 4 PREVAIL" LAP SIDING WIDTH 6114 7114 712 a 5 6 6114 6 314 8114 7 9114 8 91/2 8114 12 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 54 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 tea 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 166 This coverage chart is meant as a guide. Actual usage is subject to variables such as building"design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNITION: Prevail"' lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code® Section 1401.10,1405.15, and 1405,17.2; and the 2006 International Residential Code® for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P314 7110 South 2010 JHTL AU rights reserved. TM, sM, and ®denote Additional Installation Information, PREVAILtrademarksorregisteredtrademarksofJHn. Warranties, and Warnings are available at www.prevailsiding.com MULTIFAMILY SIDING PRODUCTS P414 7110 1/2/2018 Florida Building Code Online Business 8Professional Regulation caw... r bdaBCIS Home Log In I User Registration I Hot Topics I Submit Surcharge 1 Stats 6 Facts I Publications I FBC Staff ! BCIS Site Map i Links I Sear• d j' „. Product Approval IUSER: Public User Product Approval Menu > Product or Apolication Search > Application List > Application Detail FL tt FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/ Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc. com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc. com Technical Representative Paul Frost Address/ Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc. com Quality Assurance Representative Address/ Phone/Email . Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRl Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/29/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4FL12194 R6C012017FBCEvaluationReport04T4SoffitReferenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bvmjwmooed2jQ%3d%3d 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wib supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen! under Chapter 455, F.S., please dick here . Product Approval Accepts: M ® r0_1 EE https:/Nvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 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, 1709.10 Properties: Wind Resistance REFERENCES ER& Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Pagel 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 PRODUCT DESCRIPTIONS ALUMINUM COILS, INC Soffits 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 inz/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 inZ/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. tFAY R, p , tiP•'• CE•NSF ••S' No 74021 STATE OF T•• OP.'N 11 JO N A, CERTIFICATION OF INDEPENDENCE 2017. 09.01 10: 06:18 04' 00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest. P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001, 3 FL12194-116 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 1404.5.1. 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 Loction b. 12' T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location II+ Location II Location 11 c. 16' 04 Soffit —16-inch o.c. Fastener Fastener Location Location ALC15001. 3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16° 04 Soffit — 8-inch o.c. Fastener Location I /— Fastener Fastener Location 1"l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-ft Approved Systems for 24-inch Overhang with F-Channel 24J-# I Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16 inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MOP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- t53.3 12-inch spaced max. 8-inch o c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25 inch embedment spaced 24- Wood crown staple spaced 16 inch 3/16-inch head dia. trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4- 27 16F-4 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 24-inch o.c. spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MOP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- t43.316-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-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 0.072-inch diameter 1617-6 Max. 16-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced 4-inch o.c. and securing each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MOP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 Max. Wood crown staples idiamond pattern Wood One ( 1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16- inch spaced 4-inch o.c. 2crown s taple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001. 3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg Three (3) 18 ga.1/4- No.2 SYP anchored to staple spaced 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.t/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x. 072-inch Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0 diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter t801 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One,(1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch ox x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2 25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. f801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0 072-inch diameter finishing nail with min 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 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 MOP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 g%- a One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 ininch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch ox 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batteNrafter inch head spaced intersection. Max. 4-inch o c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1 x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga.'/.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0 072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. t53.3 inch x 7d ringg pattern spaced 16- min. 2.25-inch x 7d panelsecuringeach 3/16-inch head spaced shank nail inch o c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batteNrafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SysTEMs section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/8" head dia. nail with min. IN" engagement(for wood substrate) or m1n. 0.097" dia T-nail or stub nail with in. 5/0" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 7F' 12F-1 & 12F-3 CHANNEL wood. Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No.' Installation Detail - Lj 1 ' I ` SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4' ; DIAMONO PATTERN L ; DETAILCROWNSTAPLES11USINGADIAMOND1eavoa SfAP{.[3 / PATTERN FACIA BOARD JI i FASCIA CAP 12F-2 3/4- X 1/4' CROWNJTRIMMLFACIA BOARD 8. 1NAIL STAPLE ON CENTER 1-3/4' TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE CAPOCFASCIA NAILING FLANGE UP OR 3/4' X 1/4- DOWN CROWN STAPLE SOFFIT -max• 12-inch span WOOD S SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER nsrrwmSOFFIT STAPLE DIST j DIAMOND I DETAILEller PATTERN FACIA BOARD aTWCMi STMUtS 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4- X 1/4- CROWN 8- 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1-3/4- TRIM RMNLJ STAPLE ON CENTER PAINTED S.S. acrewed to soffit with one(1) NS x PAINTED S.S. 48- FASCIA CAP 1/2' x 3/9' head diaweter acrew, D.C. 3/4- X 1/4- 16• o.c. CROWN STAPLE SOFFrr—max. 12-inch span SOFFfT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE QUAIL ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J' TRIM NAIL FASCIA BOARO PAINTED S.S. FASCIA CAP SOFFIT 1-4- CROWN STAPLE OPEN RAFTER FASCIA BOARD N SA 1/S 1.112 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA OETA4 F' CHANNEL--,--*' HANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. Installation Detail Min 3/8" head dia. nail with min. l;f" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL wood, Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLE DP I DIAMOND PATTERN 3/4• x 1/4• 1 j DETAILEMCROWNSTAPLES USING A DIAMOND KT`CD'r sr.wcs i PATTERN FACIA BOARD % FASCIA CAP 16F-4 3/4- X 1/4- CROWN FACIA BOARD 8. 1-3/4- TRIM NAIL STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. F- CMANNEL CAN BE PAINTED S.S. 48-FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR3/4- X 1/4- DOWN CROWN STAPLE SOS_ max. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 t' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'4' CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND OETAIL 16F-2 8 PATTERN: REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL SO CAP: REFER TOTO SOFFITFIT i FASCIAF' CHANNEL DETAIL 1--- 3,81SOFFIT: MAX. 16' SPAN WOOD SUBSTRATE SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER n ` SOFFIT STAPLE DIST DIAMOND DETAIL PATTERN FACIA BOARD IT 3/4' X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 L—CHANNEL 3/4' X 1/4- CROWN STAPLE 'a' ON CENTER 1-3/4' TRIM NAIL FACW BOARD 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 WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE O ETAI L ALC15001.3 FL12194-R6 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 1 f' TRW NAIL FASCIA BOARD PAINTED 5.5. 1'4' CROWN ,—FASCIA (AP STAPLES Soffit USING A OU IONO PATTERN; REFER TO 1'' CROWN STAPLE Soffit STAPLE DIAMOND PATTERN OETAM I • TRW NAIL PAWTEO S.S. fASCIA BOARD SOFFIT & FASCIA OETAII 24F-1 & 24F4 1'e!' CROWN STAPLE FASCIA CAP; REFER / To SOFFIT f FASCIA / \ Nominal SYP Batten Andwed to SOFFIT; MAX. 24' F-CHANNEL Ralfersn If1% DETAIL an! Id Ring Shank Nail al eery Ratter WOOD SUBSTRATE _ SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 TROT NAIL FASCIA 60AR0 PAVITEO S.S. 14- SMOOTH SHANK I FASCIA CAP R00f NA0.5 SOFFIT CROWN STAPLE 1 TRIM NAIL FASCIA ROARO PAINTEO S.S. SOFFIT b FASCIA 24F-2 & OETAIL 24F-5 I'at' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA OEfA0. Nominal 1'ar STP Batton Anchored to SOFFIT; MAX 24" F-CHANNEL Rafters Qh one Td Ring Shah Nail 41 earl Rafter M000 SUBSTRATC ALC15001.3 FL12194-136 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail t TRIM NA& FASCIA BOARD PAINTED S.S. I&GA i' T•NAILS FASCIA CAP SOFFITI 1'e!• CROWN STAPLE 1 I• TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA OETAIL 24F-3 & 24F-6 1-4" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT a FASCIA airea Noninat 1•2• SYP Batten Anchored to SOFFIT; MAX. 24' f-CHANNEL Rafters with ane 7d Ring Shank Had at every Rafter MASONRY ALC15OO1.3 FL12194-R6 Page 11 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC Soffits Appendix B System No. Installation Detail 1 t• TRIM NA0. FASCIA BOARD PAINTED S.S. r4. CROWN fASCtA CAP STAPLES USWG A DIAMOND SOFFIT PATTERN; REFER TO 1' - CROWN STAPLE SOFFIT STAPLE CANTILEVERED DIMOND PATTERN RAFTER DETAIL FASCIA BOARD I TRIM NAIL SOFFIT b FASCIA PAINTEDs.s. DETAIL 24J-'I 8` r. CROWN STAPLE 24J-2 ` _-- FASCIA CAP; FASCIATOSOFFITLfASGA DETAIL / \ NOMInal r R r svP battens 8 aatNtod etanen ratters and SOffn; MAX. 11' 1-CHANNEL Secured with ene (1) 7d MO 1 shaft nall atrolghl nAYed through the rafter into the end WOOD SUBSTRATE of the batten or two (2) Td \ / ring spank nab toanaded on / eittrer area al the batten at The - battentraRar Intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS. INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 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-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. Vut is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 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 ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft 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 37.9 422 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 46.0 513 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37 0 41.7 46.8 52 1 57.8 25 20.8 24.4 28.3 32.5 37.0 417 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 1 449 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 27.1 300 30 10.8 12.7 14.7 16.9 19.2 21.7 243 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 14.7 170 19.5 22.2 251 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 329 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 21.7 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 50 125 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 Budding Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 1 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58 4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77 5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 812 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 16.3 18.9 217 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 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 1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 D Building Type Zone Mean HeRolotfft 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 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 60 202 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1Positive 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 30.6 34.8 39.3 44.1 49.1 1 54.4 60 20.2 1 23.7 1 27.5 31.6 35.9 40.5 45.4 50.6 1 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 318" F-Channel 3/8" 318" J-Channel 3/4" -- 1/8" HEM T7 3/4- 3/6' ISOMETRIC VIEW 3/E' PROFILE ISOMETRIC VIEW 3/E' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1/8" HEM E 1/4" T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 18' BLANK 3 / a PROFILE 21TSRIr o sa TVR OlO000 0000 00000 0000 n 00000 0000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 31/8" 7/8" 31/8" 7/8" 31/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" W 1/8" 1/8" 3/8" GWnV 012V T" 13.75" BLANK 3/8" PROFILE 2.11rsu 0 0 0 O o 0 0 0 000o F 00000 0000 END OF REPORT ALUMINUM COILS. INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 67" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 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, 1709.10 Properties: Wind Resistance REFERENCES KU& Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10, 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. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits PRODUCT DESCRIPTIONS 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 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 inZ/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 inZHin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 0111111111111 aY R. PP, GENS' No 74021 13 STATE OF •1/ A` O R , O P, GNP`: 110 N Al- .`0` CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 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 APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MOP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 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 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 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location If - Fastener Fastener Location xl ALUMINUM COILS. INC Soffits Approved System Numbers and Definitions 12F4 Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang th F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J4 Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MOP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16- 12F-1 16-inch W00d min. 1.25 inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch WOOd crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head diatrip nail spaced 48- 64.2 spaced 24-inch o c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail WOOd crown staple spaced 8 inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o. c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width 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 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter W0od 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.312-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 253.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 3/16-inch head dia. trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap AttachmentIOne (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch finishing nail with min. 3/16- t43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-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 0.072-inch diameter 1617-6 Max. 16-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced 4-inch o.c. and securing each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inchOne One (1) min. 1 3/4-inch long x 0.072-inch dia x t23.5 16J-1 16-inch Wood crown staples idiamond pattern Wood staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001. 3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with 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 lx2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25 Wood leg staple spaced 8 finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. hasanknilchinchailo.c x 0.072-inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga114- One ( 1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch. 0.072-inch diameter 801 24F-2 12- inch Wood smooth shank rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 roofingnailspaced1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced 16- inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No. 2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One ( 1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter 801 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 spaced8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width iPso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 16-inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC sofflls TECHNICAL SERVICES, LLC Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width ps f) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width Psi Batten J-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed through the rafter 12-inch o.c. securing each panel One (1) min. 1.75-inch anchored to ga 1/4-inch crown into the end of the lap One (1) 18 ga. %- x 0.072-inch diameter 24J-1 Max. 12-inch rafter with one min. 2.25- x 1-inch leg staples in diamond batten or two (2) Wood inch crown x 1-inch leg staple spaced finishing nail with min. 60 inch x 7d ringin pattern spaced 16- min. 2.25-inch x 7d ring shank nails toe- One (1) min. 1.75- inch x 0.072-inch 8-inch o.c. 3/16-inch head spaced 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing24-inch o.c. of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c.. Nominal 1x2 No.2 SYP scabbed One (1) 18 ga. 1 /4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1 x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed through the rafter female lock or spaced 16-inch o.c. One (1) 18 ga.1-inch %- One (1) min. 1.75-inch Max. anchored to rafter with one ga 1/4-inch crown x 1-inch leg into the end of the securing each panel inch crown x leg staple spaced x 0.072-inch diameter 24J -2 16-inch 1) min. 2.25- staples in diamond batten or two (2) min. 2.25-inch x 7d lap Wood 8-inch o.c. and finishing nail with min. 3/16-inch head spaced 253.3 inch x 7d ring pattern spaced 16- ring shank nails toe- One (1) min. 1.75- securing each panel 16-inch o.c. shank nail inch o.c. nailed on either side inch x 0.072-inch lap 24-inch o.c. of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 B INSTALLATION Note - Refer to the APPRoveo Symms section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail Min. 3/0" head dia. nail with min. 1W' engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/6" engagement(for concreto or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM 12F-1 8 \— SOFFIT (OVERHANG WIDTH VARIES) 12F-3\—"F" CHANNEL Wood. Conc-- or Block w FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. I —PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12- PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Ur 111mTO ` SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4• ; DIAMOND PATTERN El DETAILCROWNSTAPLES , USING A DIAMOND 3M KTVCM1 SrWLES PATTERN FACIA eOAR0 FASCIA CAP 12F-2 3/4' X 1/4' CROWNJTRIMNMAJLFACIA e0AR0 Ia' STAPLE ON CENTER 1-3/4' TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 4a' INSTALLED Wmi THE FASCIA CAP O C NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT-• 12-inch span WOOD S SUBSTRATE SOFFIT &FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN CKAN o ooEticscrewedwithone(1) M8 x 1/21 x 3/8• head 1-3/4" TRIM NAILJ PAINTED S.S. 48' O.C. diameter screw, 16• O.C. WOOD OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B n `1 SOFFIT STAPLE 1 DIAMOND PATTERNII I FACIA BOARD yr ETvtL i I 0AI FASCIA CAP 3/4- X 1/4- CROWNAS.S. FACIA BOARD STAPLE '8' ON CENTER 1 P FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PAINTED "'-\ ' FASCIA CAP safflr 1'.4' CROWN STAPLE OPEN RAFTER FASCIA BOARD 11 GA I/r T44.E 16F-1 SOFFIT 8 FASCIA 16F-5 OETAIL FASCIA CAP; REFER TO SOFFIT < FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 15' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16F-3 Min. 3/8" head die. nail with min. 11:" angagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" angagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood. Concrete or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. 1-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail VW M `I SOFFIT STAPLE OPEN RAFTER ; I 3/4• x 1/a• ; L; DIAMOND PATTERN DETAILCROWNSTAPLES01 USING A 01AMON0 >/e' KTVCD4 J sr.vvs PATTERN FACIA BOARO FASCIA CAP 16F-4 3/4' X 1/4' CROWN FACIA BOARD 1-3/4- TRIM NAIL8' F—'F' STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTEO S.S. CHANNEL CAN BE PAINTEO S.S. 48-FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FIANCE UP OR 3/4• x 1/4- DOWN CROWN STAPLE SOFFIT- max. 16-inch span W000 SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 5.5. fASCIA CAP SOFFIT 1'4- CROWN STAPLE OPEN RAFTER FASCIA BOARD I'eI' CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND 16F-2 $ PATTERN; REFER TO DETAIL SOFFII STAPLE 16F-6 DIAMOND PATTERN / \ DETAIL OS REFER T/ \ O SOFFITIT & FASCIA F" CHANNEL DETAIL SOFFIT: MAX. 16' SPAN 11000 / SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 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 16J-1 OPEN RAFTER 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN CHANNEL 1-3/4- TRIM NAIL) PAINTED S.S. 48' O.C. SOFFIT -max. 16-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B I n %` SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD DETAIL > * i sr.nts iJ FASCIA CAP 3/4' X 1/4' CROWN FACIA BOARD STAPLE W ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 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 1 f' TRW NAIL FASCIA BOARD STAPLES PAINTED S.S. FASCIA CAPr4, CROWN USOM A DIAMOND SOFFIT PATTERN: REFER TO 1'4' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL I t' TM NA0, FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-1 8 DETAIL 24F4 1'yl' CROWN STAPLE FASCIA GP; REFER / TO SOFFIT t FASCIA / \ mom" rat- BallAnchored to SOFFIT: MAX. 24' F- CNANNEI Raponet I DETAIL Rafters vile et d Ring Shank Nail at W000 SUBSTRATE every Rafter SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, Ill ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PANTED S.S. 14' SMOOTH SMAHK FASCIA CAP ROOF NAILS SOFFIT 1'.f' CROMN STAPLE 1 f' TRIM701A1L-Z\fASCU BOARD Ell PANTED S.S. SOFFIT & FASCIA 24F-2 & OETAIL 24F-5 CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL Roa l Par SYP Batten Anttwred to SOFFIT; MAX. 24.' F-CMAM. Rafters with one Id Ring Shank Nail at Ivory Rafter W000 SUBSTRATE - All 15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t- TRIM NA0. FASCIA BOARD PAINTED S.S. 146A T-NAILS FASCIA CAP SOFFIT 1'4' CROWN STAPLE 1 t' TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA OETAIL24F-3 & 24F-6 re!- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA OETA0. Nominal t-ar SYP Baffin Anchored to SOFFIT; MAX. 24' F CMANNEI Rafters vith one 74 Ring Sham Nab at ivory Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- TRIM MAP. FASCIA BOARD PAINTED S.S. t'r!' CROWN FASCIA CAP STAPLES USING A DIAMOND SOfflT PATTERN; REFER TO CANTILEVERED 1-4- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN 0ETAIL FASCIA BOARD 1 ' TRW MAILSOFFIT & FASCIA PAINTED S.S. OETAIL 24J-1 1'r!' CROWN STAPLE 24J-2 FASCIA CAP; REFER 10 SOFFIT i FASCIA DETAIL / \ NgNnal I. r SVP be. vAbbed between en0 SOFFIT: MAX. 2A' CHANNEL eacuren:wetl with one (1) t) Ta7a rlrq drank na0 atralphwietteo Nratlph the railer Into the anti / WOOD SUBSTRATE of the batten or two (2) 7a \ / MN at= nab too -nailed an dNar side of the bottern at the baUentraft Intersection / SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 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-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, Kd = 0.85 7. VW, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 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. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Roof 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 1 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 1 -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 1 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 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 243 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 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 HeRototfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 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 1 -62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59 0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 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 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 1 19.7 1 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 D Building Type Zone Mean HeR htfft 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 22.1 256 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 306 34.8 39.3 44.1 491 54.4 60 20.2 23.7 27.5 31.6 359 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 375 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 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" -L 3/8" J-Channel 3/4" 1/8" HEM T -T 3/4' 1 3/8" ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 3/!- PROFU ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/B" 1/8" HEM 1/4" T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix 0 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 02VTW O.ITST" 18' BLANK 3 / a PROFILE L1751iv a1oaoo a000 aaaao aoo oaoaa oaoo ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/6" 1 7/8" 1 3 1/8" 7/8" 3 1/8" 5/16" iK 1/2" 1/2" 1/2" 1/2" 1/2" 311 1/8" 1/8" 3/8" o m- r" 0.18-TYP 13.75" BLANK 3/8" PROFILE a aaao oaa aoaaa aoo aaaoa oaoa ENO OF REPORT ALUMINUM COILS. INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 Florida Building Code Online db BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge i Stats a Facts Product Approval I USER: Public User Product Approval Menu > Product or Apolicatlon Search > Application list > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Mark Hamer mark.d.hamer@saint-gobain.com Mark D. Harper 18 Moores Road Malvern, PA 19355 610)651-5847 Mark.D.Hamer@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida Ucense PE-59166 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2021 Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAL/Florida%20Building%2OCode%200nline.html 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 5444.1 09/07/2017 09/12/2017 09/15/2017 12/12/2017 CertainTeed Asphalt Roof Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Installation Instructions FL5444 R12 11 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.0df Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT• SHINGLES FL5444-R12.odf Created by Independent Third Party: Yes Back M Next 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 sen 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 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please dick bt1L. Product Approval Accepts: E3® Credit Card Safe file:///C:Nsers/ERappold/Desktop/2017%20PRODUCT%20APPROVAL/Florida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610)652-5847 EXTERIOR RESEARCH & DESIGN, I.I.C. CertiJkate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-R13 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6u' Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein 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. 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. Nieminen, P.E. Florida Registration No. 59166, Florida DG4 ANE1983 The facsim9e seal appearing was authorized by Robert Nieminen. P E. on 09/OS/2017 This does not serve as on eiectronialN signed document. CERnFicATION OF INDEPENDENCE. 1. Trinity IERD 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 I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither 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. NTINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 6th Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2021 3. REFERENCES: iatiy Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) A5TM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3261 IOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (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 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, LLC. Evaluation Report 3S32.09.05-R13 CertiJlcote oJAuthorkatlon #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R1Z CertainTeed Asphalt Roof Shingles; (610) 651-SB47 Revision 13: 09/05/2017 Page Z of 1Z TaINITYJERD 4. PRODUCT DESCRIPTION: 4.1 CT201", XT"' 25, XT"' 30 and XT"' 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia"', Belmont*, Belmont* IR, Carriage House Shangle*, Grand Manor Shangle*, Landmark'", Landmark' IR, Landmark"' Pro, Landmark"' Premium, Landmark"' TL, Landmark'" Solaris and Landmark"' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate"' is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake"', Presidential Shake"' IR, Presidential Shake TL"' and Presidential Solaris"' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras"', Highland Slate"' and Highland Slate"' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot"' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge", Shadow Ridge"', Cedar Crest"', Cedar Crest"' IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V.,d = 150 mph (V„h = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP i adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V. d =150 mph (V„n =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential5oloris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V.,d = 150 mph (V,,,t = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, U.C. Evaluation Report 353Z.09.0S-R13 CertlYlcateOfAuthorkotfono9503 6T" EDITION (Z017) FBC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 3 of 1Z 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 VTRINITYJERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61620-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 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 1511 or R908 and CertainTeed published installation instructions. LOW AND STANDARD SLOPE ENGLISH 17, 12" 12" 305 mm) (305 mn) (305 mm) 25 mm) Sealantlant 1"(25 mm) i[ 1' 5 s/e'• (145 mm) 5 rpIvi rroodPlatoMETRIC 111/8" 131/e" 131/8'• 13 1"( 25 mm) Sealant 1" (2 61h" T Fr' gure11-3: Usef6w nags for muryfalt sbingte. STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle ( Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type lI is suggested. I Rooting Cement Apply 1"(25 mm) spots of asphalt roofing cement under each tab corner. Ffgum t 1-4. Usefow nags wdstr spots ofaspW amart on A p slopa CAtTfIOM Excessive use of roofing cement can cause shingles to blister. Hip & Ridge for CT201", XT" 25, XT" 30. XTI 301R: Cut Shingles 21' 15 mm),I 1-2" (50 mm) .,Remove -..— Cap Cap Cap 305Imm) Shingle Shingle Shingle Figure 11-24. Cut tabs, then trim back to make cap sbtngtes ErVUb dimensions sbvum). 5••_ 12••(305MM)`` Fast 1612 c Notv+o°d Figure 11-23. InslaWlan of caps along The bips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 CerO& M of Authorisation a9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 2Z 6.5 6.5.1 LOW AND STANDARD SLOPE Use SIX nails for every full shingle located as shoten heloiv. QOTFuNITYIERD U. SIX nals and FOUR spots of asphalt roofing cement for every full shingle as shown below: Apph• asphalt roofing cement 1125 mm) from edge of shingle. Asphalt roofing cement meeting ASfN D 4586 A,pe 11 is suggested. r•IaWit t atsmml Figure 3: Use sir nails for earn' frill shingle. Figure 3: Use sir mails and f our spurs rf aspball roafrrrg cement on sleep slaInw. Hip & Ridge for Arcadia"': Cedar Crest"', Cedar Crest"' IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NPI"'" 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 % 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. Evaluation Report 353Z.09.05-R33 Certificate OfAathorlcationa9503 IV" EDITION (Z017) FBC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (610) 651-SB47 Revision 13a 09/05/Z017 Page 5 of 1Z 6.6 6.6.1 6.6.1.1 6.6.1.2 6.6.1.3 Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. NW-.-, 0 PF:;0W010,00 1,] IN,!F0,4040, Ill o AdMidol mils d i qu6ed. 5i6•069M) I' a and Roofing CeaerA QOTRINITYIERD 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 D4586 Type II is suggested. MovFM Hip & Ridge for Belmont* or Belmont" IR: Option 1: For Belmont*, refer to instructions herein for Cedar CrestTM or Cedar CrestTM IR hip and ridge shingles. For Belmont* IR, refer to instructions herein for Cedar CrestTM IR hip and ridge shingles. Option 2: For Belmont®: Shangle° Ridge Figure 17-18.• Sbangle• Ridge. Remove tape18• Exposure from the right side g• and fasten 1 SECOND Fasten the.11o, left side 851gRIGHT FIRST - LEFT Figure 17-19• Installation of Sbangle® Ridge sbingles on bips and ridges. For ASTM D3161, Class F performance use BASF "Sonolastic• NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.M. Evaluation Report 353Z.09.05-Ri3 Certificate o/Authorization 09S03 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (620) 6S1-SS47 Revision 13: 09/05/Z017 Page 6 of 1Z 6.7 6.7.1 6.8 LOW AND STANDARD SLOPE Ilse five nails for every full Shangle. 5f 16 mn) ENO Fjw 17-4.1/se fire nails for erery full Grand Ala nor Sbangle. C n,fage house.bangle, or Ccntrnrrial Slate QOTFuNITYIERD STEEP SLOPE Use seven nails and three spots of asphalt roofing cement for every full Grand Nauor Shangle. Ilse five nails and three spas of asphalt roofing cement for every full Carriage (louse Shangle and centennial Slate. Apply asphah roormg cement 1" (25 mm) from edge of shingle Figure 17-5). Asphalt roofing cement mcuing A.1Th1 D458611pc 11 is suggestLA 38 —) 011033 J kg;) Fgwwe 17.5. W ben insta0ing Grand AlanorSbangles on slapsioprs, use wren nods and lbree Spots of a*b?lt mufing cmwnt. Hip & Ridge for Carriage House Shanglew and Grand Manor Shangle: Refer to instructions herein for Shangle• Ridge hip and ridge shingles LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 1--(305 mm) (375 mm)——(3D5 mm)- OVA21M m. rcvuroraawwra 1 -1" (25 mm) Release iape 1" (25 mm)- 11h.. NailableT " Area LANDMARK TL NorthGate: 13'/1' 13" 13 X F»-(343 mm) (330 mm)——(343 mm)- I-1"(25mm) 1"(25mm)-+I Figum 13.4. Usefournailsforerrp•frrllsbin#r VIDE WAM it 14 YV it AFMA I+ (305 mm) (375 mm) (305 am) Nwbv Lints f l' (25 num) upper rod IIrree 1' 125 nun 4wer Kamp woos for low and stsrrdad sbpes (hornx12 b 21:12) Nal between upper d hula Ines as sbwm above. Exterior Research and Design, I.I.C. CertiRcote of Authorkotion 09503 67M EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 353Z.09.05-1413 FL5444- R12 Revision 13: 09/0S/Z017 Page 7 of 12 QOTRINITYIERD STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full LANDMARK TL laminated shingle. scc below. Asphalt roofing cement should meet ANMI D4586 T)•pe II, Apply I' spots of asphalt roofing cement undo each corner and aabout 12' to 13' in from each edge. 131/ 2" 13" 343 mm) (330 mm) 13/ mm t343 mm) METRIC DIMENSIONS 1"( 25mm) I 1"( 25mm)-a-J I 12 +- 143/4" 17' 305 mm) (375 mm) (305 mm) 1"—I Imo— 1" 25mm) I ---- 25 mm) r!" wryarcros tossrvn.0" .duse 1"( 25 mm) 1'(25 mm)--' — Roofing Cemerq Nail Area For Stt ep Figure 13 5: Use Av nails and four spots of 1"— I - -1" aspball roofing cement on steep slopa 25 mm) — — — — (25 Ind Rooting Cement NorthGate: STEEP 12' 14%3/4" 12' SLOPE 1--(305 mm)— +— (375 mm)— - —(305 MMH NAILINGmm ) Nailin mils betweeg lrr( 1 n ? mncer 1' 25 mm Nailing areas for steep slopes (greater than 21:12) and " StonwNailing" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridge for landmark^'. Landmark'" IR, Landmark'" Pro. Landmark' Premium, Landmark'" TL, Landmark'" Solaris. Landmark"' Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'"Aor NothGate Accessory 12' 97/ r 305mm) (250mm) I' 415/ 1G 415/Ili 150mm)rmolmm) ( 125mm) (125mm) Centering 12' \ % 5mm) Notches for Alignment to the Top Edge of the Pmvbus 7 Ison Cap for Y (125mm) Exposure ( English Dimension Shadow Ridge"' Exterior Research and Design, U.C. Certffkote ofAuthorrrotlon 09503 6*" EDITION (2017) FBC NON-HVHZ EVALUATION CertalnTeed Asphalt Roof Shingles; (610) 6S1-SB47 Notch for Centering 131/ 4' 137mm) Notches for Alignment to Lthe Top Edge of the Previous 75/8' I Capfor55B'( 141mm) 5gxwm (196mm) Metric Dimension Shadow Ridge'" Evaluation Report 3S32.09.05-R13 FL5444-R12 Revision 13: 09/OS/2017 Page 8 of 12 6.8.1.2 6.8.1.3 13 114' 337 mm) 9 27W 250 mm) 415l1 G (125 .) :1 Centering Notch Align tk ,: / notches to tees edge of previous ctnnse NorthGate Ridge TRINITYJERD 13 1/8" 333 mrn)— 6 5l6'(*-owe*- 16e mm)I 16e rnm T Centering 194 rntn) t3 t!4' ` Notch , 137 /4' ` Align theses 7518, notches top (194 mm) ofedgeof Lt., previous course. NorthGate Accessory La*g Notch I I Figure 13.20. Use kft noicdes to center sldngles on bips and ridges, and to locale The correct erpomm For ASTM D3161, Class F performance use BASF "Sonolastic® NPiTM" adhesive or Henkel Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar CrestTM, Cedar Crest'" IR hip and ridge shingles. PLO Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Cerdf cure oJAuthorirotlon x9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3-SB47 Revision 13: 09/05/Z017 Page 9 of 12 QOTRINITYIERD 6.9 PRESIDENTIAL SHAKE'"', PRESIDENTIAL SHAKEt"' IR, PRESIDENTIAL SHAKE TLPRESIDENTIAL SOLARIS"": LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For sleep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply 1' diameter spots of asphalt roofitlg cement under each shingle tab. After applying 5 nails In betwl the nailing guide tines, apply 4 nails 1' NaTlnp 40" — .1 above lab cutouts maldng certain tabs of overlying shinge cover nails Guide lines (1016 min) 51/ 4' 1 1/2' 38 min) 362 min) i 1' NOTE: Apply nails on painted guideline. Flgum 16-6.- Fastening ftsidwNd and PresldFs 1W TL Shake 1' diameter asphalt Fooling cement skingles on loin and simldard dopes Flpm 16-7.• FasAming Prakknlia/ and hesiderind T11 Sbake skingks on stoep dopes. 6. 9.1 Hip & Ridge for Presidential Shaker", Presidential Shaker" IR, Presidential Shake TLr", Presidential Solarisr": 6. 9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' Into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced in Birmingham, AL is 12' x 12% Portland, OR produces 97/s' x 131/4' accessory. 6. 9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" 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 CrestTM IR hip and ridge shingles. 6. 20 LOW STANDARD AND STEEP SLOPE: 25 1" 1' min) __ _ _ mm' Ln.11n T -III 11im" 1 ' r( true IJ- f: r--iea Iloanw %N*v on Sfr rpVoprJ For sleep slop". ere live mils and ei& spas of aspbah roorm6 Fi, tumIJ-J• Itulerrfn4 llallrvaI on cement for Barb fob Ilaueras st iagle as sboan abode. Apply 1' Lou - and Slandad Mopm Munn) diameter spas of roo8rrg remrat WDS D 4586 rive 11 For loa• and slandanl slopes, use rns nails for exh full suggested) under rarh lab corner. Press shingle into plot; do III nalteras shingle a; shown about expose remeal. CAUTION: Too much roofing rewo can cause shingles in bUsur. Exterior Research and Design, LLC. Evaluation Report 3S32.09.05-R13 CertiJleateOfAuthorfrotfon09503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3-SS47 Revision 13: 09/05/ZO17 Page 20 of 12 TRINITYJERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras 2 Figure 15-14: 18 tbren piece units separate to make 54 Hatteras Amew ry sbing(es 6. 10.1.2 Option 2: Cut Hatteras Shingles 9r' 230 min) I I I I I B' 18" (460 11" rZ,` I--- 18'. 203min) _ 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle l2 Figum 15-20.• Cut Hatteras sb#Wk to make cot er cap. Figure 1 j-21: Jnstattatlon of caps along baps and ridRec 6. 10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPiT" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 11 HIGHLAND SLATE"', HIGHLAND SLATE"" IR: LOW AND STANDARD SLOPE: STEEP SLOPE: r _ r— r— r Use FM nails and KIGlrl• spots of asphall rooDng remenP for cach vs•. 1 uao..0 cco..a tae..d full Highland Slale shingle. For Allaml-Dade, SIX nails are required. Apply I' diameter spots of asphalt rooDng cement under each tab cornet Asphalt rooDng cement meeting AS711 D4586 Type 11 is suggested. Mbri DMe "Ira SIX rub pm nab Ind" O,r cOrhr oMd a Nam* F12ure 11.3. Use ME nalh fbrevery MtgMand Slate sbingla ra r or— woM 000wq r ,• m os.rrl U Msriietl0 rp,/00 • ttS mm) o,oeAV SIX robtYoruY •., r.— , r• 1 IrrWM Oar arbr J— Gal s ao.nl hotha cemod Fw= tl•31 Use im nags and e" spaUofaspball rwfing a•nurrt under earb tab cronrer• CAUTION: Excessive use of rooDng cement can cause shingles to blister. 6, 11.1 Hip & Ridge for Highland Slate'". Highland Slate"' IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certllkote olAuthorkatfon 99503 6v" EDITION 12017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6Si-SS47 Revision 13: 09/05/2017 Page 11 of 22 6.12 LOW AND STANDARD SLOPE Use FOUR nails for every full shingle loc red as shown below. SCAM 56 MM) 1 iM'-1 -f-- , 3no -{- Imp -i TRINITYJERD STEEP SLOPE Use FOUR nail+ and four spots of asphall raring canon for Lvery full shingle as shoe-n beloe: %splydl ronfutg canon ineoing ASfdl D4586 1i1,e 11 is sugg MI. Apph• V(25 nim) spots of asph:di rooring ceano,t ro shown. CAUTION: lixct:ssive use of Haring am enl can anise shingles io hlWer. 1 ,_-.. as..> - - - - - - i as T Ilter= oollao csm m 6. 12.1 Hip & Ridi;e 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 2507. 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 611320-3 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 353Z.09.05-R33 Cert9Jlcote oJAuthorlcotlon #9503 6EDITION (Z027) FBC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (610) 651-SB47 Revision 13: 09/05/Z017 Page 1Z of 1Z 1/2/2018 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Slats & Facts d Npr®Product Approval USER: Public User Yy/ jCC Oi4{ CJ Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 427) 624-6644 Ext2305 kerrk_ eden@tamko.com Kerri Eden kerri_ eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_ eden@tamko.com Roofing Undedayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlavmen flIIal. nd Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https: IA~.floridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQvADgtF2AezualgOlAramDGm5ebt5wRW28J8d8c61CFKFGNQ%3d%3d 1/3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/05/2017 10/19/2027 10/20/2017 12/12/2017 Summary of Products FL tt Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Undedavments final.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments flnal.pdf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. 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 R8 11 TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001-4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final-ndf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 RB AE TRP14001-4 2017 FBC Eval Report TAMKO Underlavments flnal.Ddf 12328.5 1 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.6 1 No. 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Asphalt saturated organic Installation Instructions FL32328 R8 11 TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments flnal.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Undedavments final.odf Created by Independent Third Party: Yes https:IANww.floddabuilding.org/pr/pr app_Otl.aspx?param-wGEVXQwtDgtF2AezuaggOlAramDGmSebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK Certificate of Authorization bur 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: Quality Assurance: SCOPE TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com UL LLC (QUA9625) Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOS ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO@) ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKOS Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKO@) Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard@) with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKOS 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 TAMKOS No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO@) No. 30 ASTM ASTM D 226, Type 11 underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO@ No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO@) TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOS TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50OF except as follows: a) The minimum application temperature of TAMKOV TW Metal and Tile Underlayment and TAMKOV TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOV ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOV TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOV ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKOV ASTM Tile Underlayment N N N N N Y TAMKOO Master Smooth Y' N N N N N TAMKOO Moisture Guards Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO® No. 15 UL Asphalt Y Y Y YZ Y NSaturatedOrganicFelt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKO® TW Metal and Tile Y Y N N N YUnderlayment TAMKOO TW Underlayment Y Y N N N N TAMKOV TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R G E N * No 74021 0- STATE OF CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto:/twww.tamko.com Duality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, C EDITION (2017) Issued October 19, 2017 TAMKOV ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKOV Master Smooth TAMKO® Moisture Guards TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKOV No.15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKOV No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 TAMKOV TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8' gap at abutting joints. The minimum application temperature shall be 50OF except as follows: a) The minimum application temperature of TAMKOV TW Metal and Tile Underlayment and TAMKOV TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOV Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOV ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOV TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOV ASTM Tile N N N N N Y Underlayment TAMKO® Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOO No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOV TW Metal and Tile Y Y N N N Y Underlayment TAMKOV TW Underlayment Y Y N N N N TAMKOV TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES EU& Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-RB Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. G PaY R. 1,Q,,.,\G E NSF. '!•• No 74021 • ir= 3 % STATE OF A' OR tOP..\,. CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 041001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 Florida Building Code Online b SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts d .®Product Approval USER: Public User tK i Product Aoproval Menu > Product or Application Search > Application Ust > Application Detail FL # FL3792-RIO Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Unks I Sear. Product Manufacturer Lomanco, Inc Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Authorized Signature Andrew Carter acarter@lomanco.com Technical Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acerter@lomanco.com Quality Assurance Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year Miami -Dade TAS 100 (A) 1995 Equivalence of Product Standards Certified By 1 affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https:/ifloridabuilding.org/pr/pr app otl.aspx?param=wGEVXQvADgsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1/3 1/2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 FL it I Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be 3792.2 1730 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure, N/A Other: Certification Agency Certificate FL3792 RIO C CAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/27/2022 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Aluminum Roof Louver Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO 11 Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 16053028.odi Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO I1 Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 160S1028.ndt Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO 11 Lomanco 700 Series - NOA 160S1028.ndf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 RIO 11 NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE NOA 15-0709.09.odf Created by Independent Third Party: Yes B--k EM-1`J I I The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: :: Refund Statement https://floridabuilding.org/pr/prapp_00.aspx?param=wGEVXQvADgsFgPhXouzzgPGbeVdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAMF 0,311,11 MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD Ar'D CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AYA_ 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 first nail 1 %" 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'h" 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 Yz" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 MWMFDADECOWM Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 1. . DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 T - - - - - - - -- 700 SERIES LOUVERED ROOF VENT T - - - - - - - -- 700 SERIES LOUVERED ROOF VENT DETAIL B 750 SERIES LOUVERED ROOF VENT 9 l 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 11.00 16.OD 1 750-S SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 1 DETAIL D 11.00 -- 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE c i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 COUNTY M1AM1-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamtdadexov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMMADE COUMY 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 first nail 1'h" 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 fast 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 MIAMMME)ECOUNTY 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''/z" wide beads of an approved AS'TM 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 ]-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 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 le=== - r M ii i i " 700 SERIES LOUVERED ROOF VENT le=== - r M ii i i " 700 SERIES LOUVERED ROOF VENT i DETAIL B I 1 0) - --- d 16.1,30 - : 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 MIAMIOADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 75O FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 1 DETAIL C 750-S SERIES LOWERED ROOF VENT P1 monamm 4.91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 j i DETAIL D L3.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE c ir F 4,71 1- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI W. 1111- MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMMADE COUNTY NiiIIIiiiiiiiiffngg..... u J" 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 MIAMMADECOW-lzmangUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 or APPROVED APPLICATIONS . - - - Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1 %," 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''/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex wasber bead 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 SERlEs LOUVERED ROOF VENT700SERlEsLOUVEREDROOF VENT rr11I - 20.v1 5.33 DETAIL B MP 11,00 - 750 SERIES LOUVERED ROOF VENT 1 9 4.91 - NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C i 1.DO 16. 750-S SERIES LOUVERED ROOF VENT 91 1 r c' NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 l DETAIL D 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 0 i 4,0.E t- - NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 BUM estA. Professional ReqWation BCLS Home I t,op In I User RegistrationI Hot TopicsI Submit Surcharge I Stets ti Facts Publications I Fec Stall I 6C15 Slte Map I Unks I Search a ,, Product Approvald"b,pr USER: Public user Product Approval Menu > Product or Application Search > Application Ust > Application Detail FL # FL158-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer CAST CRETE USA, Inc. Address/Phone/Emall PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 r,parrfno@lcastcrete.com Authorized Signature Craig Parrino cparrino®castcrete.com Technical Representative Craig Panino 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 cpa rrino@c,astcrete.com Category. Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Standard AC1 318 TMS 402 Method 1 Option A Year 2014 2016 Date Submitted 10/18/2017 Date Validated 22/14/2027 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products' FL # Model, Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.odf Approved for use dutslde HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other. Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 II NOA 17-0821.18.odf FL158 R10 11 NOA 17-0821.19.Ddf Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back next SgDWys :: 2601 Blair Stone Rand. Tbliahassee FL 32399 Phone: BSD.487-1aZ4 The State of Florida Is an AA/EEO employer. Convrloht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entlty. Instead, contact the office by phone or by traditional mail. if you have arty questions, please contact 850.497.1395. •Pumuent to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick hM. Product Approval Accepts: Credit Card Safe Ism- M IAM I•DADE MUM-DADE COUNTY tr 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) 315-2599 NOTICE OF ACCEPTANCE ( NOA) innv.mlamidade.Qov/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 Nam i 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) 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 Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE LWPACT 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 ofthe Building Official, This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages lit, 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. MI ADECOUNTY Q NOANo.09/11/2018 l , Expiration Date: 09/].]/2018 Approval Date: 09/ 282017 0 J Z 8/7,017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 403-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Deia/ls", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables" sheets I through 3 of 3, prepared by Craig Pm-rino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onflexural testing on 4", 6" & 12"Precast Concrete Lintels Filled and Unfrlled 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. Haman, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality 4stem'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated hIm-ch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBNII'ITED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461Z 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 I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, 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 Regulatorydffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifidng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP), E. MATERIAL CERTIFICATIONS 1. None. Ae-,4 1 elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28t2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cost -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D, QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER - 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and seated by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS I. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER,). E. A ATERL4L CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. a' Helmy A. Maltar, P,E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 i t) uaebb`: or r.rpqhyfora1TGoooa @Wcome 6d o rtgeb d• - Iqr C0 v17 aYaa® ad nOor w Alitl AsIs a a II y 90% C baNi IoiN b I'm 3) " w" w mw w bd . d Ind Md. n us ax6w b PKwcodmbi edapgW p nymt u/ucocn is fl• odc ua n1 17sY1alma1410mIWUILd( itlEa Ii) N Idab and a and iF/ IdtsWa EmOM Wit Wa I a Wl 1 -4 a b•p ra b a mw t/Im *AKft OWe IF iIWL1om M ma6in W IM: Sabi 4) bbn ml bbb m Nib Y • eY edb to to bddd ./ Y 1'radwbdwdd w I• Ibwa•a rvlmd Q = da/.a01 a c t aid am* m. Q. .a t•a b 4.19W wq ostmw cwa"w bob boo W .6 low umn v daa wgim6mmlma "69M owed and swu •t 4rm cm Is 110 4r 4 IV den m 6-1 Im suww 4 a. ab b eccNot 13) co d q W b •w osbds(gioAd A r 0- ap10•,v1 cWr Yp•{ benaOea . 14) bob a'db• la l ioe r•e wow rj 16 H• lyaZIO • w• ml WI + Ippld Ia4Mkl Eod S IA Sdo rmlod b•1 9b IS) I. =*oft fad bdlbb not • ni, •w •do 1-o1 Gm •d bw box dim 14 Fa 4d bmW ad *Am. low wb bod !mm and bryd ladh dmm l) ub bob mr sopdopd do•dlo bd. IQ sdo bob brA m mdnd Idy wdf* GryA 5M anted AO 314 11) * eml wdol a mm (11). Ur W 9r Wer. T L. SEE W Ijkl AL WAD O61FS FOR LOAD M M FOR ECR ADMIO Ru cm 1 1/ 2' GTR TTP I) G = FOR 6' UlOE15 vN v7 • 1015 FiBYt FOR If UXIW L . or gie0 SAFE LOADS FOR 4" SOLID LINTELS W- 4 M GRAVITY TYPE LENQTH 4S8 Y- e (471 ME= 1180 4'- 0' (4n PRMW 939 4'- 6' (54' PRECISE 769 5'- 10'(701 PREMT 460 6'- 6' (76n PRIMUT 360 7'- e (90' MST 260 9'- 4' (1121 FWAST 156 10'- 6' (1261 PRINA T 116 12U8 4 m UPLIFT LATERAL TYPE LENGTH 4S8 4S8 S- 6' (421 PRECAST 687 371 4'- 0' (451 PRFIW 597 320 4'- 6' (541 FPJMT 529 256 V- 10' (70') PRECAST 407 148 e- 6' (76') PF AST 360 IN 7'- e (901 PREGSf 280 87 V- 4' (112') FRMW 157 55 10'- 6'(12n PRECACI 152 43 12F8 12F12 12F16 14) uti .6d add a ., ;.t1 i''•'••2"`•: . .7 ..•n. IQ Idbm Ibtl aw rdwr b bo Laced at W bow d W OId on*. Gj%,\jf• .•>, ,.;C r a-u•am 1 a•s1 ou ao• 12 16-2B/2T J L wljwcr O Teti w • ••1Z •. PROMaROVINo BU8 6F8 6F12 6F16 • • is'y N;:L;. Y eeay+t e6rIW16e Fbddt ?•r ly`+ 1• 2 B M crow 4 l.• t•. vl:; ` .•. ti_l s i iiy :w li"''"i14 .7, •) y. 4S6 ••, U •r•,, • • O • • • ul. 8 • 12F2S 12F24 12F20 w® • s; .' ' >'F• •, i4• a o,nP cm a w V • • • • • : j'. , p Ric, y .' : CFIAIG 6PpRPoYO381CR679I0° ow • 18 OF32 6F28 6F24 6F20 '.,5/O... '.va a •. I +mCAST—CAS4", 6" & 12" LINTEL SAFE LOAD TABLES o . may, ! u Aue otwa+-u maw m iaxw naaw xua uts W ': mw aQlaso a: auo ? mw pL - ea. w. u!9 M ft moll s! i ar i SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS 40,4411,110AN SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6lro WIB6FIZ-106F16-16M-166T24-18$- 3'-6' (427 PRECAST 2332 2616 3692 5050 6148 7Yl7 4'-0' (481 PRECAST 2025 2313 3692 5050 61/8 7221 4'-6' (641 PRECAST 1554 1887 36M 5050 6148 7227 7 5-10'(701 PRECAST 1007 1260 2198 3%7 5734 7227 6 6'-8' (78l PRECAST 949 1073 1331 2830 4328 6737 7 7'-6' (901 PRECAST 779 683 1459 2188 3151 4524 7 9'-4- 16 9'-4- (1121 PRECAST 584 660 IWO 1523 2084 2785 7 10'-6'(1261 PRECAST 503 566 895 1270 MS 2236 2698 3747 11'-47(1361 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 22J8 2808 IS-4'(I601 PRECAST 373 417 646 393 1170 1485 1852 2285 14'-O'(1651 PRECAST 351 392 505 635 1057 1373 1703 M87 17'-P (20111 PRECAST NR 229 455 620 794 285 1198 1437 1) THE NUMBERS IN PARENTIM ARE PERCENT REOUCT91N5 FOR GRACE 40 FIELD ADDED REBNL SEE GENERAL NOTE N0. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATEM LOADS MR W PRFrART W IMM A 41 Y" SAFE LOAD PLF LENGTH TYPE 6U8 GF8 RqW 3'-6- (421 PRECAST 587 1055 596 1'-0' (481 PRECAST 467 787 446 4'-' (54' PRECAST 416 509 344 5'-10'(70') PRECAST 300 350 198 6'-•V (781 PRECAST 263 496 157 7'-6' (90' PRECAST 222 367 11IS 9'-4' (112' PRECAST 173 352 74 10'-6'(1261 PRECAST 151 276 58 11'-4'(1361 PRECAST 139 311 49 11-O'(144' PRECAST 131 277 44 IS-C(160') PRECAST 117 223 35 14'-O'(16n PRECAST 111 202 32 I I -4' (Mn PRESTRESSED N.R. 130 21 I SEE GENERAL NOTE 18 SAFE'. UPLIFT LOADS FOR 6' PRECAST U4JNTELS Cas94A6191 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE n-IT 6F12-1T MG-1T IF20-1T U14-IT am -IF 1T Y-G' (421 PRECAST 1412 2074 2713 3356 3997 4638 5279 4'-0' (451 PRECAST 1225 IWO 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1053 1592 2084 2577 3069 3562 4055 V-10'(701 PRECAST 831 1222 1600 1079 2357 2736 3114 8'-6' (781 PRECAST 72J 109761 1437h1252 2117 2457 2797 7'-$ (901 PRECAST 648 883 124905 1840 2135 2431 9'-4- (112-) PRECAST 575 571 9801492 OK 1732 197289 10'-6'(126') PRECAST 314 462737133 1551 1706I1'-4-(136' PRECAST 474 4046651213 1442 164512'-O'(144' PRECAST 454 J87a 1191093 1299 I508 IS-4'(1601 PRECAST 402 308 518 736 MG 1076 1247 14'-T(168' PRECAST 358 285a 473 On 632 989 1145 17'-4'(2081 PRECAST 2S3 208 336 476 585 of 03 603 THE NUMBERS IN PARENTNEW ARE PERCENT REOUCTION5 FOR GRADE 40 FIELD ADDED FWR. SEE GENERAL NOB; NO. 4 AIOPAFMWG L731 CH 579 N9LFL 33M PRWUCPRnV158D aIW18wbbftF Wda I 8 nr PRobUCr,m Bo "0"OOMWm arR I CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES ww d ew 01IU OKW-lf GRcrM w aFVIa Imao wan 81i uGi ;/11/01 Q 101 m Wp /AtmO. FL - NL Na 4113I OigMi m Quo SRQ t 0i 0 SAFE GRAVITY LOADS FOR 12" PRECAST UAJNTEL8 g 74-11ft SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12118 uW28 Itru-2B tz" IMO-31 IM4-28 tIR6.28 tv*26 S-6' (421 PREYST 3428 5000 5838 7619 9352 11060 12755 14433 4'-0' (481 PRECAST 2923 4232 SOW 7019 9352 11060 12755 14438 4'-8' (541 PRECAST 2396 3464 5304 7019 9352 11060 12755 14435 T-10'(701 PRECAST 1612 2320 3218 5234 8497 11060 12755 144311 e'-G (781 PRECAST 13M 1986 2679 4195 0421 10032 11755 1 7'-6' (901 PRECNSI 1135 1625 2131 3218 4m 6756 9763 1 9'-4- (1121 PRECAST 765 1216 1535 2230 3083 4167 5593 755 10'-6'(1281 PRECAST 614 1043 1295 1653 2516 3323 4334 5632 II'-4'(1361 PRM4SI 518 945 1162 1649 2216 263 3719 47464 12'-T(1441 PRECAST 458 678 1073 1313 2020 4200 13'-4'(1601 PRECAST 3% 767% 926 1294 1709 3409 14'-e(1661 PRECAST 321 720 065 1204 1564 320172451 31 6617-4'(2061 pIuAT TER 4510 031 801 1141 2119-4'(232) PRECAST IiR. 34J 477 700 925 1609 w m mam w P1mmmm ARE Pa1CQD t<EtjcnWl 4ai GIIDC 40 r1110 um RiRAR. SB cam 4= In 4 WE GRAVITY LOADS FOR 12" PRECAST w7 2" RECESS DOOR U•LINTELS OM-*-- SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE I2R06 W&A @ITiD 11Rih 12113- OU-21 tMI8 UIfIG 4'-4' (521 PRECAST 2538 2942 5469 7584 9640 11689 13M ISM 0-0' (541 PRM4ST 2319 2740 5466 7584 9640 1160 13M 15879 5'-8' (681 PRECAST 1347 1841 3555 5395 9640 11669 13M 1 5'-10'(701 PRECAST 1259 1735 3351 59M 9368 11669 13679 15 6'-8' (an PRECAST 924 1430 26M 4415 N64 1 125 1 7'-6' (901 FIVAST 703 1203 2157 3494 5259 7922 9 IiMOA 9'-8' (1161 PRECAST 309 43 1451 2157 3203 4427 5417 6360 1SAFE VV LOAD PLF LENGTH TYPE 12US 12FB RCMU S-d (421 Pf=W 1295 4841 39 4'-0' (48 f PRX'AiT 1295 4841 299 4'-6' (541 PRECAST 1049 3922 2417 5'-10'(701 PRECAST 681 2547 135 8'-6' (78f PWOM 579 2187 1 T-8' (901 PRFIAST 474 1771 91 9'--' (1121 PRECAST 355 11328 WOj 10'4(128) FRMW 306 11143 45404 I V-4' (Qn PRECAST 278 1041 3 12'-W(1441 Pff"M 260 971 345, 13'-4-(1601 PRO= 229 657 27 14'-7(llin PRECAST 216 809 251 17'- (206) PRESTRESSED N.R. 63 im 16 19'-PC1 n PRESTRTSO I N.R. I 534 130 d VClQlW. nuic 10 V-4' (521 PRECAST 4'-6',(541 PRECAST 5'-8' (681 PRECAST 5'-10'(701 PRECAST 6'-6' (001 PRECAST 7- r (901 PItF W 9'7 (I lei PRECAST SAFE UPLIFT LOADS FOR 9T' PRFCAST 1.14I14TFLS WP*NP9 SAFE LOAD - POUNDS PER LINEAR FOOT L.EMOM TYPE IM21 1912-9 t2T16-211320--21 IN41-li t2M-2T 1931-21 3'-6' (42) PRETAST 2752 1 4287 5613 6938 8264 9569 10915 4'-0' (481 PEW 130 3721 4572 6023 7174 8325 9477 4'-6' (541 PRICAST 2113 MI 4310 5328 6341 7365 8354 5'-10'(701 PRECAST 1823 2527 3310 4092 4875 5658 6441 6'-6' (781 PIIECASI 1444 2972 J675 4378 5081 5784 7'-6' (901 PRECAST 12570 1767.j 25536 3194t4 3806 4417 S028 9'-4' (1121 PRECAST 1028 1171. 2M% 259%j Wig M53.4079 10'-8'(126)PREOLST 9200 947 16120J 2MO 27640C Maj 3853 11'-4'(130 PFMW 858 529 1404 1982 2441W 2902J 3354 12'-e(1441 PRECAST 014 753 1269 1758c, 2201 2616 3032 IS-{'(1691 PRECAST 678 633 1057 1485 1620 2169 251 14'-O'(1661 PRECAST 572 566 974 1365 1679 1993 2309 17'-4'(2081 PRECAST 434 427 05 964 1102 1 1623 19'-4'(2321 PRECAST 368 370 593 817 1002 1187 1372 W m R FMUW M ARE RRLg gmuamis FM CWX 40 E9ID MM gf8411 911 GD1WL TOR M 4 SAFE UPLIFT LOADS FOR 12" PRECAST W12" RECESS DOOR U-LINTELS WP8 I SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH 4'-4- (5n PREIXSI 4'-8' (541 PRECAST 5'-8' (581 PRMW 5-la'(Mj Pam 6'-8' (801 PRECAST 7'-6' (9a1 PREOW 9'r-8' (I Is) mom MgR#Il5 01 rAIMMUM ARE F13C D IQOiR1016 M 4WOC 40 IUD MM RDYA SR QTRK MOTE 10. 4 ; ' • • ENS 10 SO AM FUK W DCTlDrAI N= IQ 4 PR 0DUCt' as114 .447 aoaucrW9vlsw ti o4a. iOMCRSMf'04OR vP•p••• 040 NIos1oA8 ONAL E.•`••A s3984 NIos1 SEE GENERAL NOTES - SHEET 1 OF 3 ..,„ ki-p.EOb£.11 -Allm Sri BATE i " W"ut 4>. —CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES mw-14 anon xw /EGA =0 Rr3. Wh7W ` + j l G1Ri in m rMsA rc - m a am a, gm u4to wn s Oi J MIAMI•DADE e DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMUMTRATION DIVISION NOTICE OF ACCEPTANCE Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 ivww.mi9midade.gov/ee000my SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada 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 Nigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, PE., on August 19, 2014, bearing the Miami -Dade County product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically.terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. C NOA No.17-0821.19 MIAM DMECOUNTY Expiration Date: 05/21/2022 oq / Z812.o / Approval Date: 09R8/2017 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], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, AE., dated 06107197, revision 44 dated 04128/98, 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 ASTME-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 CraigParrino, P.E., signed and sealed by CraigParrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11111196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by CraigParrino, 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 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Ceri fed Inspection Report #20-8345 dated 11113195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84 M19614 dated 02129196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19.805 dated 03106196for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84 M21208 dated 04121196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84420652 dated 04103196 for #5 rebar by Birmingham Steel Corp. y A. Malsar, P.E., M.S. Product Control Section Supervisor NOA No. 17-08Z1.19 Expiration Date: 05/21/2022 Approval Date: 09&8/2017 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 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel spectmens, perASTME,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. j Zelrny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 051ZW022 Approval Date: 09/28/2017 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. FD6, 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 Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermllling, Environment, and RegulatoryAffairs. 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 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. - By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. e my A. Waitar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/E1/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTI TED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION I. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated Janumy 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, perASTME-529-94, prepared byFTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By 10ami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. l/ elmy A. Maker, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OS/21=22 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (R.ER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017Edition. lmy A. makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OV21/2022 Approval Date: O 28/2017 E-6 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE 37`o-z f .r , i Ft.}.r. 1 - U-UNTEL fir Vi 1 I Wli:r!.:lil;l.,...' il.itli: L1G CttJf T iL`5 F/tfLT:.IICf-fi fFYStI[3LUGri/f!'' 1C]Vt'_G:i117¢i t'f f.+"ifi 6ACtI6'II7Qtl; r.17[i0 VtiL7iFiC:i FQ EFGY Ui111 hl Fltl..i'.:.1IiL.fa 7 ilSG}lQfC.li Q an PRECAST W/ a RECESS O44R_U-UmTEL DATA T W U' 71.. r,',F rl' tylit L";:{ I ir rsar;i• e4r, Sija"W,: i E3C•]et iflliL L'?17fL'J•!LL-':JT4UMLRll Lli?IESdiC a v`.tElG01rLlmmCiC'J r7C7arf=vr*. I tuaeT 7!^ U&B " Lr-, ran ttJl f QHFs iOCSCle T'- atJ[::.f',. Vtial:Jt]G.r4 aV arra,c'y[oly=t tris r•,'•r•rs ra lC r'JLEtf OC eCat`'iCCLC:Fi7t11 1 3]ti.'•.',f:L:CL C>O 7.,s ozu IAi •r ami mi • ssi mi I I I I I I oc,Irr 7ac:a e nv e rc+o LTJ G4[0 RiLJ f,Ci l Oaf VcII':] [L73/RJ41 E!! SCSI C'TIIlt1Yf Eti:J OCii t7[FL::I LiCA l: Ll e1CICil _:utt stir: rr_: era tlelaJSl]C a [.7 rru Chi[•7.rIE`-'fr:'.LIC'Fl[L!<,C7C'liGrL1R1• r r•m rn'.-.r.+ rr I rBI= Rsa e,a wm Ilirllc:tr u r.:..--IIY:,I r rt':r mc'FL:', o IW.YIYIY-Ai6i VA w T AAa F41 a =m m W*lw .uawMNcameWitauYlY1omoYaY40wbmmu4Mi7 NCI altllYYIQOil® tOq-IiliR Ii6iWfYM Ob 4 Ili OWtm Q00 /'Oi OVY11R mum LAY A41a - 10. 0y YIYAVY . 4 w vm L CP= NOW= /.. Irm A tall r alY Z= m ImOu 7aaa 3.WV7 fYCLLCf[C MMM 4.. ON 119 M AlL iAal Ylia i. o11m. MUM 1YlC 4f0 .!PL OAM or allo= YAl' C Y® al IOY 0/ frC[iYY I1r16 O atar 4 srCrrCV Nwteard 7o YCaI lama Ala,ila/C repo. u EN8 ' , , acm oUMA.aY6aiAPbW G uoawu.¢'r' ,,fG MCRUG 4,`• '.,,R,;,.•G• SEFMRFL=01. hpr NAL NIt ' R.P.&UMMAM CAST-CRETE 8" LINTEL FABRICATION DETAILS SAFE EATERALLOAOSFOR aeeF coeurry I nens Will A• I3REL•Csr R. PRpsmrossm t3A1MF19 mar".c, . enen.vecuen w wrsrn _ SAFE UPLIFT LOADS FOR 0" PROCASTA PRESTRESSED U4JN713A 0—+OW SAFE LOAD - POUNDS PER UNEAR NOT TIME LENGTH ma 06•n afla-a1 No-go cn&-a IIFia-la 91"1 WWII n21•ae IM-0 ee" Wits -Is aIm re WW711 3'-6' (4Y'j PRECAST Z231 m mn ate Ral ON a m 1=1 on 4001 Gltl 110 074 ION Ilan 4-0' (481 PRECAST 1966 sh 1 Sam 4Nm O„ 71131 ale 2113 4415 4113 110 O 4 ON IgoR 4'-0' (34 • PREO'l4 1599 IIR 2110 L31 W33 4310 ala0 a= Iltl 41111 Gill 7a47 om2 101114 IUa 5-I' tiF PRETASf1 1217 Wgo 143a so 23d0 3U3 3 an goo m 5765 am37latinad 5-10'(IM) PfamIS7 10 Pa 1173 1 lotr.. 21go 3a9 1451 2a21 43o n91 a72a d-6' (187 W iSY 1- 2177 Dm Cal 5011 101 2171 310 aim 1 Na 7-a' (90' PRECAST wil 1T11 7!I! snot 3191 3Rs tollP. sat Not o4m a1T2 9' i' (111 PREGIST 564 GN trod Ian 31" Isis 3322 7. ms 160 340 aim 10'-•0'(123l PRE= 475 am 11a Za0 vn tle3 07a logo ten 2053 IIGI 4m 11' (1J6 PRBlYST J61lil. a I'm laid 2U3 31V 40a oW 1344 Ima 2a0 3131 40a Ir--0'p41' P'REGST 331m3 U51 3R0 21u 2t01 m 013 IM 104 210 90 Ir-4'(16 1'TECRSf 296 Ima 1W INS als se0 m 1 1 tax Ole illsW-W(Ilin PRECAST 279 753 loos 13te law 1127 IRO 703 mox I31a 107 21D 2R0ILLIma8e1eIaa 70 1370 ILO 7212 2517 DU15'-4' 10 1 PRESIRESgD NJL a a a a. 710 t7n0 1T33 0ilia 73m IDTit7'-i'(208)PRFSIRESSiD NA. NG aR all lae Im Isla 2W 19'-4W Pgp1RESSED NA RR Y9 1a IOt R9 4W 7m w lid 131E 171s 21'-e(pW) PRESIRTSSES NA, of as Ime Itat4 IA1 3IN 22'-d(2a4') PRSITUSED KA. Ot a a a 307N IW 1285 13" 24-W(2finI StD NA. a OR 1a1atat Ito 451 W 1N 10921 12B 9AFELFLOAl3 LPJIG'M sue weRCMU T-e' (4?)' PMOT 1025 1024 1538 0-0" (0) PREQNST 705 763 1309 4-' .(541 PRWAST 602 691 1073 5'4 (64' ROAST 411 411 745 6'-IO'(70') PRECJ6T 340 339 010 TT-6' (7n PREDIS'r 507 721 400 1-6' (90') PRECAT 424 534 303 f-4' (1121 PRB'AST 326 • 512 230 1a-6'(12nPREm 2134 401 180 11'-} (Un PW%'AST 260 452 154 1-0-(144j Pff= 244 402 137 I3'-4' 0601 PRECAST 217 324 110 14-0'(1461 PRM49T 205 293 100 14'-41'(176')PRESTRESS® N.R. 2$4 91 IC-0(1641PRESTRESE0' N.R. 259 83 17-4'(2051 PRORESS D N.R. 194 64 10'-103n PRESTRESSED NA 148 62 21'-4'(296I PRESTRESSED N.R. 123 42 22'-0'(254") FRMRESS(D N.R. lift 40 2P-O' (26n PRRFS510TR N R 91 33 4"1+01a' SAFE WAD - POUNDS PER LllVeAR FOOT 1•Ype LENGTH sa-rt an-v err Nnra a+e-17 an. tt wo A enalr cell 2r ena-rt o7ra a a-Ir mm-a 3'-d (21 PRECAST un 20 DU 4394 RU a= 701 IRS UN 3114 4794 SM e n 7001 4' -0 (40') PRfOLST 130 Nos M a, 4m OU0 on 13U Z= 3M 3815 aM 50 oA C-0• (54') PRFCAir 1m7 41) IRI 3VI 011 o7A Im/ 2110 27m Mn 40W 4711 am9 5-4' (O4') PREAST laid 0 2271 nx m" 316 an Ima 171e 1 2Ds ems 3319 3m 4/m e'-10'(707 PREd1ST to Mad 2MW 2Wo aim 41n O.-e' (761 PIMA t t an 18fs IIIa 7'-0' (007 PREIAST 7D I 1124 2m3 7U 12L 1124 2020 14219'-4' 112 PRECAST al 1 1474 191 3t1151121VRIW8ISOtm 10'-ir (129') PIUAST 10S nag Im4ns7o 17A1T-i(i3a') PREO151 4 ea tm tm7 to tl4 of 1D2 loll 12'-0'(144 PRECAST as ls GIs 11 IME Isma 4m 90 I 90 Ma Wall 1518mil 2075 13'- 4'(160'}PREPASI 4U 3N o3 785 ON Ilq I3U 171. 4311 1 7m Itgai Iftendi laD 14'- 0'(1se7PRECAA 394 a 41582dam Wood TWO no 4Is m too I3R IR2 10a 14- 0(17W) PTOSIRESSiD 3K m99 w a0 No w a8 131 113t tT34 15'- 4'(16i' PRESTRESSED30 r2-24JR 490 itsx W1 7W olt 14m IWMA as t 74 RR 73a 1e3 42a fa 111 to IOs7D 21E- 4.(5r) PRESTRESSED 142 A1 sa 307 J73 J03611 W7 M 490 721 dba me 69J D.( n 137 137 1 75t 371 50 4a 1R wo nc3 do I111 Q4'- 0'(2887 PRESTRt1iED Ix 114 110 207 1m at W14 411 fill 1016117 m0 J) 1W tt( GINS 94 PMOMM ARE PERNIff 11111-CnOl15 FOR OWIOE 40 • SEE OEIiF11Al NOW OL i8 ON SW 3 OF 3. 1) 1 AM ADDED 1e a SEE OEM NOTE N0. 4 ON SHEU 3 OF J mt7o4KT3etnlelrpo nlopt7C2 ,,.E m mWybevlvm ooYlode2 °f mwodd2 lmeaoa7.,ta, J 9undisomb 0227•/5 afro ' A ftO e122 Wrolm g Zo — L M WML MOWS - SWET 3 OF 3 01 YSII tart YLITR311 I M4IRM mm LQV.Ut 4V WEAL KM NQ 4 ON SIM 3 OF 3. acotlT.' r A> avan4•ar cal . o L CRAIGPAE6i9106924CRIEV SEEM R. OW I IXa>4'1 1 Iyrlel i.\I:iR Ylbt // 1'®Aff— ETE 8" LINTEL FABRICATION DETAILS I11a1111ecola>fi, Iali[SQJI dYI if{1 F tta cat 13•rla,a,c.;ra;al rrl 4I• rJF I, ` lrti,1fi`y '+'•s; li:,: III Id I n INN n UI IA YYl Iy 1I. I,i 7.12:7i,,\If`'Il.l: •INY/i[f *f'= n]eT( SAFR C.RAHtTY LOADS FOR R• PRECAST wf 2" RECESS DIDDR tWNIELS rd SAFE LOAD - POUNDS PER U NEARF00T TYPE LENGTH WA sues 011,1 Wl ele7o- flee to m -R WN-R Lalea er7i- a7Ft aro- 4' (52' P1 ET'AST 1835 17p a7e.4 J2eo 4w 3411 eas T8e7 tall ewe s1w be>9 80w 4479 10Iri 0' WV"1494 Isle 3003 M11 e9ae 4249 w24 GM awe m I WO70 aea 5,, (' ego Inn 1710 2II7 1ae 3402 sew ne7 irm 49A aw m7 all 5-10'(7d) PAQYST 810 69° Ies7 II00 1124 260 m4 37m lll7 7JR 4142 Oat 4ft 8706 PREIXST 791 eol t811 3120 747 44e mf011033120AmmsamI 7-6' (90 PRE3JLST g{g m 4a 240 777f 3743 72A eea 70 1410 21w me A 1iB PRECAST 11 fee m 15" 2w 3178 4011 3140 in m Is" 79 7I71 4180 awl j) THE NUMV H PM M OS ARE PERCEW REDUCIWMS FUR CRWE 49 FMD ADDED RE9AR SEE 0F11HTAL NOTE W. 4 CFNFPALNOTFS UN LATERAL LOADS FOR a. nnnna•r.w+r nmrmaa hnm III h,TF1 D OM+MLF SAFELOAD LENGTH TYPE 8RU6 8RF6 RCMU e-4s (52) PWA9 758 757 1164 4'-6' (.%I PBEW 694 693 1073 5-W (40 PRm 408 407 655 5'-10'(701 PROST 362 381 616 g-6' (ao* PR901M 595 786 464 7'-6' (901 RRErAST 609 674 363 9'-w (t 161 FMOST 370 490 214 I SEE GENCK H17TE 19 o Itdledt q ". ;1CIA ee I.1110 KAr ru also m 0e ad, I1 cu 1, r pk1- fem 11d IN r0i a7.a mlCOW 1S' qfr 4 mva,u..kr(...S.,Y,A}I1 a W Vyrascsd aAlf m wll`00 tq.eea°de1 a aslEd3e4rl`48Y Oi aaux° 04 ARe R.n 170 In Id.murk, t ca a el I AMm ,aw w }pl4 bmft" S to q p° 14 +, pew a I ea'"k, i ad Ide e• No eat. MINIM m Iq ek ..6 (Nd eaew as dwa m r. rr ne Inc e., elpm 4bum e 4 r w FINWd Niggle aft Om a. eat. lad Im ad Leteaa! o.a.a a 3) RININ, IIe now Ind ad Awe 1I& t1) SIGN I18 a• ae•`pel dbwft 1..le, 4 Tla A IN eW so tlW LOmtn 00 pod .Aa forIq 9d. WM N kaKedd 1lom ft a•w 40 am.W All710 i{N i tyse) -0i ei°7 a Iq w ma+ aaOO'mrawma`ioa`.0 aw.k°itd: idea°ie•rao'od ex/1_ej0,_ ri'- 1'.011awMb rRODUC7R9lE VED II.. 11 cal u W ON; itaik e G0 *a Am flmt 01M Ndia. It r Q 11•. Oaa1 Idlb m ramete Aa:. pwx M. -O Z1• 410 P raw a.9 be msdr la ba J3 a e•s q pda.9../ mld..d 1 AGO md IN vs ea>i6Wed drdo Caw 01 rj.//aa .. Iw a.. a. e.11d w+ 0,. m Ir at. rk1a byod *mw26*4 .meal aalm.II .-wq t,•. A, Igex-alWd IQ Ube to alai eaw IN w heed t0• WJO al m eda —4 I/r• cm TI 1: 4 SAFE IIPLIFT LOADS FOR R° PRECAST w14• RECESS DOOR U•LWTELS 4--40-4m SAFE LOAD - POUNDS M UN FAR FOOT Type LM13TH WN-IT 109 erPte- I e-1 W7e- W3D-n In*-n en4-2 saw e r2- eanl- t9aef 4'-4!PREGLSf 1"` Ifw am 8 RM440 era ear ifA 2W 3010 3731 441 4140 4,-e (^ I e0r 10N 7171 LA 3e01 4D3 4e47 w ISM W2 2 w 36or s273 4141 PIIFCJ6T ma 1 1n7 isle 7A! silt efi rM I7f7 2390 7134 MU 3111 5'-1d(7d) PtEGISf 96 IWj IVAN nm I VIJff sma 22m 65 1292 1 174e 2759 fife JAI IIf9 s70 m 43=0 few 7a! 7e70 772f ao low sao I= 148 21119 7>ae 7'-6' (on PREGt.Sf DOf a t7w 1 210 2M IVw 60f are Islf rm life tlw 9'-9' (1 in PRD' A4T M• 49 ee4 1222 um 39 fa tan Img mle lsel 1THE HUM= a PMMRM AM PFR11ET0 REDUC90H5 FOR TRADE 40 HELD A00ED FM% SM 60M MW H0. 4 S(!H Ef5 EE12 Efl TYPE OTSIGNATTON IOIWfI GR CAOY F' Fkh no Y M. :a • 8F15-- 1 B/ITstmom amAT4' Ra40 Y 1-vr 61./la cm Y jJ ' Y emlr j3 fS8 8 Q e011CJ a OIfeLLW7r7 Am A,a`++,`.... free I 1 ucrua w 1_ _-' -__ 1 m 0 um , wmvgowa r_'admr wbu r—tOGIL Irt9rlalvsn 16arrslde*;' 4d 19 raomttmvlatnl Ehta11- 1rods. f 63NCR679 mn CAST— CRETE 8" LINTEL FABRICATION DETAILS w- at in oelcau aae ee __ 4WI nm a ra - Is. w fuse um Nor re salt 07 I am mm n rmt®I mram Dam .i - em a me 1 mm n m 1Rif 7 V 7 anmflssmh MINNOM M IAM MADE MUM-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMUMTRATION DIVISION hGami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) inny,miamidade,¢av/economy Cast -Crete USA, Inc. P.O. Boa 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 AM. 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 AW may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and 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 Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Reyision 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 ofthis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P-E., M.S. Ao>: courrn % NOA N ,18 Expiration Date:: 09/l09/11 /2l /2018 Approval Date: 09128/2017 09 / Z $/Zd 17 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables" sheets I through 3 of 3, prepared by Craig Par?-tno, P..E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS I. Test report on flexural testing on 4", 6" & 12"Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110/03, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Ltnlels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2, Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality 4stent Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and 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 March 11, 2008. B. TEST'S 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cost -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. 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 I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed andsealed by Craig Parrino, P.E., on March 22, 2012, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By MiamiDade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certij ing compliance with the Florida Building Code, 2010 Edition, 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (IW4. E. MATERIAL CERTIFICATIONS 1. None. C-11efiny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD461 Z titled "Precast and Prestressed Lintel Details", sheet I of dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS L None, C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBAUMD A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. A. Helmy A. lVfakar, P.E., M.S. Product Control Section Supervisor NOA. No.17-0821.18 Expiration Date: 0911M2018 Approval Date: 091M8t2017 E-3 R 4CM$,_,. 4 o HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE V TYPE 'A" s'.0 7IU li/Jti7/U VLVfl i./I iVCalf eJ l i 4" SOLID LINTEL nATA TABLE Err iCSi [f172L'_'J rLi fVsc rt4KA: rllu=-" r [t fFa:.l t"LSi 6" PRECAST U-LINTEL DATA SABLE lr?:'i`i!':i lIC'1;11•h i';f'!i$d rI"oa fr r Ella AF !1 oc+yEC..r--WM ran ra cair*Cl! it ai Joa rcar?I.lmrnrar,r*rfF[r:u.Irsanr.•rmrrsar a-tir:_a rca_rar n:.raracar mr7rFT c a FiC7arT'SIE[Li_:]i"d!•ar/'.'7'!r'1 r•.Smf z. 7fasarrt; f f l iiurrar, ra91r rzs frdn[713iva3m rr,2m r2i:. MEZrCJ fl rci._mrare-at rrc it to r r a.:.f rr r:i rI-a ray f a R rr vrta t'amcwr.:.I,,ul"rrvorr--rrr Fluffm rr c ac;an ricur acrc ICIFMRTM a Flow= ruonafItuCMOaWlr7 RrOR Ar/atYAr. r a rmafm n coml= us Ao oaral m w m= ON mmufm aMlarr arr mMt amm m m am --cm um om L RYr r T aaaaIpt soYuma 04 A A R MR 4. aaIafa fatl Sao u la u.. LOY I YfY Y. RIM at a0M A Ov 4 aaf W You Y OWOY Gam L Rlovt San== M1 . am fa FOR as • = am u fm m amas 01a smaos a a Im tww - 1 V ama4lR 11 M1 . a e ID rY m RavY . 4. fm as aut FANG= IQ SIM s RMa1 Son an i OA "a aI u K nm La OfY f a NI ra I am O. R • A a 5= wm am a Ar FIRM M" rq enaoucrR vlsm G C,• CEN Q i Do LssCbAa IINAa AoNpmxs WM! _ o Z/./g mooucrncvwno 0.4 tmo Jim °°"Wsa a:ft04 Par<aa Baudf"oc 1a ff418 ter'%/ofp/.' j CPMPARR0 p G. 0324 CR M ONALEt PSUFKMFt3w u[ c PRECAST AND PRESTRESSED LINTEL DETAILS nl[ wvs apWH/ 1 amf n im w4ft win As mm 1 ERAL 14 rasaadh reItl = dn j aM 5-1 • b" iWin a W 4.6 b rr ppp 4J00 7p/1 re o npbonud. eprASipareddsraend W n..d•fr cam .f Gam. bdoo d uuear As mfsaMb a e.aG9 M deso "PW n 3aaime vu My 0-M r ou x airmd ca" 14) lii id .Ldaoeoa b• . I AtN AI13 Za FFcc r'° a a 20,04 w two -av7 W h4fYo -w Rbr pv narlol jr AS01 Ga0 bpa Y v 3 mAo.1 bd lal,edd 6d S IAWe2) Al ab 6d tclln bad m .HomrO beh owWd am4• L a ft Sa a fob fv LW . Intl d WM ly t0% 6 b0*4 aMb b Asa Nd Si. MRn.iM ow 161 F. aeWAa &W bd0b -t .hat as ado bal hem aed bar a6N 6aet fie• 1 ,'.d.edit 11) Por kW beFW ed db,at lea -b bad hom ml bayed WO flew 3) PaWa is m,tr bd •ed MW jebde. In Wg bob m-yabpad dale" balr 4) la amber In pedbeda bGsbe W peal redb:lYg dr IQ We bah bsd an mlbad ddw a-bab p 10 MO gad AO 3ta pads 40 am gldd caber. J fr-4' Iddd tS24-Y -b aradhl bod . 1 oa I>] AddBeW bled bod y m a agidd r W ded b -b" addibndmHxd -node m-al' bnb IRGYI) abo- Yr 4dd ka . a6n fI1 maac6m a 14N - 1IIl pY l) p lobe mnt r awed - - a InwEoa•8cs Itld tdys a tns Pmel Meta ar a®N l/ICd •e6slbt un b Ibdd b ae aeMiq W FAIM &AM" i9 We Satan I1313.1 - AMtdLLawf a •. e';? d) $h m coed blab . Illl 4 SEE SWE tATERAL t640 1) 4' gold bt* 1g be trotdd •/ c' CJMW a b•dmd d r tameels mead t''?, t " TAHM FOR LOW RATNO d RREINI CUO OR3NJ 4) bd ar eha•ed i-a= Will aayb d1h W ae'a WM RU COURSE lJ WA 4814m EW lAbbla clim&AW baM km is a & bd W s bJaasd:rm ubft am = sd Aar al d-•al hen WfofIC r . TIP11fCLR n I t6 Rem MR r uaw 5 REM FOR li EINEEISREM d CR40 or OW SAFE LOADS FOR 4" SOLID LINTELS asr 40m GRAVITY TYPE LENGTH 4S8 Y-6' (421 PRECAST 1180 4'-0' (481 PRECAST 959 4W (541 PRECAST 789 5'-10'(70' PRECAST 460 6'-8' (710 PREINX 360 7'-6' (00' PRECAST 280 9'-4 (1121 PPOW 156 10'-6'(M-) PRECAST 116 12U8 4 --4."W UPLTFT LATERAL TYPE LENGTH 4S8 4S8 3'- 6' (42' PRECAST 87 371 4W ( 451 PRECAST 597 320 4•- 6' (547 PRECAST 529 258 5'- 10' (700 PRECAST 407 148 6'- 8' (78') PRECAST 360 118 7'- 6' (901 PRECAST 280 87 9'- e (1121 PRECAST 167 55 1tY- 6'(1261 PRECAST 152 43 12F8 12F12 12F16 11) 94m RIM •Mal mbar b a "Dame d W was of to *M rnrq•. ' • .1 ^;{'3 a. ' ::- - %• •: is t MODUCrRg wD 8U8 61`8 6F12 GF16 •< w aamplyb6vleb Rn Raft • f.ti. 1+:+ ; L AdaaW> LZ I.iB II 1 I(I . ••" ':iLti i .yy. • • Ivot• r/8 1 1 I I y''.•ii • }7'' 1lPE OESIONAl79N. U • Fr r- va •gam 67 `+ %4`'., t- njy}? :.t:..•=;:iy TamaFo~. nr • • N 7T v 1` a• A'i' :',•,•; .V '1W ae-. j Lamm arp ''r•I^+C i';•a:J• io':';:r )bi 7.< :n• WX Aar • .. : a'`••::? ir' 'ti.:i.:.i+ .; •. .v i... Oj ommw laa =u ?-a ti•ir<i:. :d.. ct• .Z,, •M..• Syr am• • .. 1• G-. a awe.... ,$`' S ,;- 1:•'- f'T• Ira •i::, . ie f+ J . • , s, • • ~' • • • • ' 6 M y i` 61 •• 12F28 12F24 12F20 S . a :• ams . - s. ••; Av ra rr mma •\' •+ y1•; - PItODUC!(iOVf61iA awwwrom tt a • • • • • • . A% : C iMG PARRINO tad e Acap=_ ° 0. 0 1 ta' dloamae tNone i , : SMCR679 8 6F32 eF28 6F24 6F20 'ig s'S. ;je'tN 4 RSS NE 3668q ad CAST— CRETE 4", 60 & 12" LINTEL SAFE LOAO TABLES e / L. Ll..iai-s . • jRy: w dU RM OlWli-u MU 1C MM AWM SC14L• ads 1Ch 1 WC 1 OWED as CPA L - UL M 441734 oWIP.IO. uau SIU! d W 3 SAFE GRAVITY LOADS FOR 6" PRECAST LFLINTEL.S Cwar-*Nn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH M W-18 U12-I 014-10 WA-10 924-16 90-1 02-18 S-6' (421 PRECAST 2 2075 J892 5050 6145 7227 8297 1 =7 4'-0' (401 PRECAST 2025 2313 3592 50M 0145 7227 8297• 9357 4'-8' (541 PRECAST 1654 1807 3633 5050 0148 7227 8297 7 Y-10'(70' PREOASE 1067 1260 2195 3557 5734 7227 8297 8225 6'-C (781 PRECAST 949 1078 1831 2850 4328 6M7 8287 9357 7'-C (90') PRECAST 779 80 1459 2188 13151 4524 6654 1 9357 9'-4- (112' PRECAST 554 400 1056 ISM 2054 2795 3731 5017 10'-8'(126") PRECAST 503 566 895 1270 1706 2236 2898 3747 Il'-4-(1301 PRECAST 457 513 805 1133 1507 1952 2422 3163 12'-W(1441 PRECAST 425 477 744 1042 1J77 1769 2238 5 IT-O(180') PRECAST 373 417 648 893 1170 1485 1652 2285 14'-0'(16111 PRECAST 351 342 605 835 1087 1373 1703 2087 17'-4' (2081 PRECAST MR 299 459 820 794 283 1198 1437 1) THE NUL4RIERS IN PUBMHESIS ARE PERMIT REDUCTIONS FOR GRADE 40 FIELD ADDED RMAR. SEE GENERAL NOTE N0. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL. LOADS MA M PRMARY UJ INr91R 14 9AFPE LOAD LENGTH 8U8 6F8 RGdU 3'-6' (421 PRECAST 387 1055 596 4'-4l' (401 PRECISE 487 787 445 4'-8' (541 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 196 S'-6' (781 PRECISE 253 496 157 7'-6- (901 PRECAST 222 367 116 9'-4- (1127 PRECAST 173 352 74 10'-6'(1261 PRECAST 131 275 58 11'-4-(1301 PRECAST 139 311 49 12'-0'(1441 PRECAST 131 277 44 PRECAST 117 223 35 14'-O'(1681 PRECAST 111 202 32 17-4'(208l PRESTRESSED N.R. 130 21 SEE CENFAAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 44611r *W" SAFE LOAD - POUNDS PER UNEAR FOOT LENGTH TYPE 95-17 6F12-116178-17 OW -IT fri4-1T 6nB-iT 6112-1T 3'-6' (421 PRECAST 1412 2074 2715 3358 3997 4638 5279 4'-0' (401 PRECAST 1225 1600 2W 2913 3470 4027 1 4583 4'-IP (541 PRECAST 1053 1592 Z084 2577 3059 3552 4035 5'-10'(701 PRECAST 931 1222 1600 1979 2357 2736 3114 6'-8' (787 PRECAST 723 1097 14376 1777 2117 2457 2797 7'-8' (901 PRECAST 648 803. 1249 15H 6 184001 2135 m 2{31 9'-4- (112' PRECAST 573 67104 9B0 1252 149209 1732 1972 10'-6'(1241PRECAST 314 462 70487112113315511706 11'-4' (136 PRECAST 474 404 60 tr 985 1213 1442 1645 IZ-O'(1441 PRECAST' 4S4 387 819 8B8 1093 1299 1506 13'-4'(160') PRECAST 402 30800. 516 738 906 1076 1247 14'-O'(1651 PRECAST 368 285(" 475 877 832 889 1145 17-4'(208 PRECAST 253 208 338 775 355 693 803 p) THE NUMBERS IN PARER MSIS ARE PERCENT REOUCTONS FOR GRADE 40 REM) ADDED IBM SEE CTNERN. NOTE NO. 4 LNG PAFM40 S91 CR 379 l R 9SSB4 PR011UCTREN1Elm ' BGUIae dmPlm4m AmryWb ouce - 0 71. I8 8MAM PRODUMOVISOD 011g Vie' M".dd. Aeapy,oy -0 03.op e/8 Cba I -CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES IBM 411 m®1 m aw *me awp RIS aue 4/q 4A1aiD m an FAQiQO. F.G - m PF. 44M 0611SalfA 1Ti4i1 mu 4 of 4 v SAFE GRAVITY LOA139 FOR 12" PRECAST U-LINTELS GRst+M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH APE 12US 12WO 1711-18 OI16 12i20-Ii 11R4-26 UIW29 MM6N S-8' (421 PREWT 3428 5000 5838 7619 9352 11060 12755 14433 4 -T (4n PRECAST 2923 4232 5838 7619 9352 11060 12755 14QS 4'-Ir (541 PRECAST 2396 3454 5304 7019 9352 11060 12755 14436 5'-10'(701 PRECAST 1612 2320 3218 5234 6487 11060 12755 1 6'-0' (701 PRECAST 1363 19W 2079 4106 6421 1C032 12735 7--6' (90' PRECAST 1136 1826 2131 3210 4670 MO 9763 V-4- (112' PRECAST 795 1216 1535 2230 3063 4107 55W q474W-O"(1261 PRECAST 614 1043 1295 18W 2510 4334 11'-4'(1301 PRECAST 515 945 1162 1649 2210 289J 3719 12'-0(1441 PRECAST 455 076 11073 1 1513 7020 12017 3M 4 13--4'(160') PRECAST 359 707 920 1294 1709 2189 2743 3 14'-O'(lfiSj PRECAST 321 7204 865 1204 1584 2017 2451 3108 IY-4'(2081 PRECAST N.R. 4514 631 351 1141 1425 1750 2102 19'+4'(23n PRECAST NR 343 477 700 925 1152 1380 1609 V) ME MAW 01 FARtRT M ARE FERITM MDXM5 FOR 90140 FETA mm MIAL SEE CMA WE in 4 SAFE GRAVITY LOADS FOR 12" PRECAST W/2" RECESS DOOR UAINTELS owr+m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE OR06 195-16I= UI614- dffll-1 UMN 12026 IINF43-3 4'-4 (521 PRECAST 26M 2942 5468 7564 9640 11669 13679 15M 4'4' (541 PRECAST 2319 2740 5468 7584 9640 11659 13570 15679 5--8' (601 PRECAST 1347 1641 35M 6395 9640 11669 13M 15 5'-10'(701 PRECAST 1259 1756 3351 5254 9358 11669 13679 Is 6'-8' (801 PRECAST 924 1430 2633 1405 4 1 1 z FrAq 1 7'-lr (On PRECAST 703 12M 2157 X94 5259 1 7922 11 9'-8' (1181 PRECAST 389 80 1431 2157 J203 4427 5417 8360 SAFE LATERAL LOADS C"O 41- OOCP.AQT lU nlWl Q Lo PLFsacmu LENGTH TYPE 12U8 12FS RI Y-e (421 PRECAST 1296 4841 39 4'-0' (481 PRECAST 1295 4841 299 4'-6' (341 PRECAST 1049 3922 2417 5-10'(76) PRECAST 681 6--6' (18 f PRECAST 579 A177 197'-6' (901 PRECAST 474 9'-4' (112' PRECAST 355 1326 58 10--6"(120") PRECAST 306 114,3 454M 1t'-4'(IV) PRECAST 278 1041 3886, 12'- (144") PRECAST 260 1 971 345, 13'-4'(160') PRECILST 229 857 1 z W-d(168.) PRECAST 216 809 251 17'-4'(M PRESTRESSED N.R. 63 16 19'-4'0321 PRESTTM N.R. 534 130 aLL ULrWVR rwir 10 ly(lI: 4'-4' (5n PRECAST 4'-6', (541 PRECAST 5'-' (68') PRECAST 5'-10r(70' PRECAST 6'•-S' (80") PRECAST 7'$ (90' PRECAST 9'-8' (118 PRECAST SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 0=4"" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1218-21 1912-2 12F18-21 MIMI 17f2{-11 2I JI-21 3--8' (42' PRECAST 2752 4267 5613 838 W64 9569 10915 4'-C (40r) PRECAST 23M 4721 4572 6073 7174 8325 9477 4'-6' (MI PRECAST 2113 3291 4310 5320 6347 7365 8384 T-10'(71f) PRECAST 16M 2527 3310 409E 495 5850 6441 6'-6' (781 PRECAST 1444 1 ZM. 297E U75 4376 1 3784 7-8' (90' PRECAST 12670 1787 319 31146 4417 3028 9'-4' (112'1 PRECAST 1028 117 2008 2590 3087 36 4079 10'-6"(126') PRESAST 920 947 1612 2281 3209 3853 If-4'(1361 PREbIlS1 858 829 14 1404 198E 2441 290 3384 12'-W(1441 PRECAST 814 753 1269 1 2201 28I8 303E 13'-4-(1607 PRECAST 678 633 1067 1485 1826 2169 2513 14'-W(168) PRMAS1 622 588 974 136541679 1993 2309 17-4"(2081 PRFAlS1 434 427 695 064 1182 1402 1623 IV-4'(232') PRD711ST 366 370 593 8l7 IW2 1187 137E it) THE maim IR FMUUNM 6Q rumff C mmm 1011 GM b RID AWED 10% SEE GMA WE IA 4 SAFE UPLIFT LOADS FOR 12" PRECAST Wit' RECESS DOOR U-LINTELS I SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH 1 4'-4- (521 PRECAST 4'-8' (541 PRECAST 5'-0r (6n PRIMM V-10'(701 PRMW C-8' (80I PREAIST 7'--V (901 PRECAST 9r_8' (I161 PRECAST U) 0E WADS 9 FA@7I0M AM MEW MUJMG RUE - .cc Q.c.rr, nv.c .0 4.-Q.r`; ......: N11MAM 01 PN URXIM ME FElM RMUC g10 MR woE 4o FR10 rrp(o 1R1AR SR 69101EE Wrt R0. 4 m O . E N S' • 4o SO A M FEW SEE 9MM Tort W. 4 1R 7;0 B riO tM FlWd. 447 PR000CrRFtVL1110 m6alke 0ta10 -' S2 /,ig B"boj 1F e ;•• ' a aaoFlliQinWl 00 Rwlda aA1RAempl.pm No 0 3 t d a1vP; .•', CRAIaPARfGI OaE"Ela` Q f q 6324CR aq,ON' G 4 ampsm rtw SEE GENERAL NOTES - SHEET 1 OF 3 a 10, OM UMCAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES r'-, RR REDS MW-14 Con 41 aw iWW SCiIG MA-' am MY" I OEM M qW FUM. FL - RRi M 4Qir W UIRIE Our i OF 7 M1AM1•DADE MMAMi-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sfte% Room 208 BOARD AND CODE ADNIMSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 3l 5-2599 NOTICE OF ACCEPTANCE (NOA) mviv.mianudade gov/economy Cost -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 AIM. 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 proposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Panrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for salos, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E., M.S. NOA No.17-0821.19 MIAM DARE COON Expiration Date: OS/21/2022 09 /Zg J /' Approval Date: 09/2=017 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], 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] of], both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 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 44 dated Apri11996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certfed Inspection Report #20-8345 dated 11113195for pre stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84 M19614 dated 02129196 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 M19805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for #5 rebar by Birmingham Steel Corp. c*61my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 12, Quality Control Manual for Cast -Crete Machine Made Precast Lintels elated 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], prepared by Craig Parrino, P.E., dated June 7, 1996, revision 92 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per.4STME-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. e:Zlelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/2112022 Approval Date: 09I2812017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade Building Code Compliance Office, E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January, 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition Mel my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 0512V2022 Approval Date: 09/28/7,017 G-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 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. 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 #1.4-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. K 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. elmy A. Malra r, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBNII' TED UNDER PREVIOUS APPROVAL 016-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami Dade County Department ofRegulatory and Economic Resources (RM. 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. 9. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTMS-529-94, prepared by FTL, Report No. 16-0425.06, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None, Cffeimy A. Maker, .E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05121/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certoing compliance with the Florida Building Code, 2017 Edition. OR61iny' A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OV21/2022 Approval Date: 09t28/2017 E-6 l '1 Y:E.yc1 7X1rn l:+far/:v:r aa l:r,Car<etd JC C'ItJ®F/' alu;•n nen".1`;;1 l 7iVc-i'_.![L]f['it•E1• rl a cam vtEf_:Juc vF.l:r• 1Q iClTfrio 6[ 6'lt'J R: F1 l7cL] f ICii k7Lti7 :J trc7i S`e!• E_ FGi[[:diCl iIF:1 Vc.L:70L`ii Vt'L:`.7 f []G ilf.fG Y 0 V'f:1:711CJi Vrit:l'rJIv E5Me 3 9292F, a- 1. 9MANff 1r1 tiC1ltiiY•i:I T"`• i:R!t1J v 'eL1YZi•:]Fil1/ Tlla ' L":11:I 1i:_t Pian;l.. T j,'y! m[ mQ1 LDti LT' r7Rf.7y.i Fi C LIr E3GN GC,f f3C'JY?F aL' E 21:vJ "! ter"' VFFi fl FICA IMN E cic G7irL r`•[Ilfll:lr. 1('Tti^vey.elL nno clCiiFGLirsCll[ Tnfu:ar.n,...sR vrs_arnti IiGI[. 1C.l CL I:`i1f iL,rLi_..1 rf'1 rlfl •[iE 1-713 7llf[E c, irsa st as:ar..uanrs r::.r no In" GcAF-;zl MILE r:1::1:1 '.A y.,'•.t:1° c J 1'c,:o iF ."" . 7. JS 2eyL I I ..I II i Asa -ram ani, a F` n3f-7e...M,,, (•ca J. i•r Y:Y._i.M r•^ .ELT 5 S11Jr M:'11 1 1.J Il!11 1 ii L•: ot:. fc aacca.>GLs.IliQ lit r[iaf:v tt r" L'"J C1lTr ILi>• RL"J C Utii'£1 [iT fJ47R! i^. Si [..:Il <Lif [FL.7 Cffii VLii.'71t 4rL1f0 cF.•: 7 s; ,>t C,=1i F7aa 1n FiS:i IJLf ff7 rSCtf [}C" I7lT I :L1+ C J I'FiGJ F1G"'i E G i Rai7ltTfLl®r! 1:.1i L 1 F1"" iCS i'1O RiC 1[ R'I f:a1fFT:-'=J[ii t^_]QiC ElTi WM•1 KM7 KLLlr?IL'J 1141 r1:L::.:.1ltlCJ lG1<E rFogrFult<:7 r e) d", 7a::>rrtir, 1lt171 1c7 3[ot aF3CyLE I. 916i 7/aa W Nll NM /i K YO /i tale elu[ a/ NAM FGDTBa N CM 41 O =FO 3Wb17 NWt HI ZVW ag A4 Lo1h11tAUfelt r[OImmM rla as r ama. 4. Mo M mJlw anMO NatMlaw11aN4Mm • 4 M M s oalquc naflloin M1 . eee0 of lot r rmlo oe tlfc W0'°I 7N0fO a a1MauM IDNae tllt6q 1.. oat 19 tla ALL no "sm ae«ea a ow USM& a " M. V ratp"MUM rMw M a 1a111L tl[Rlm IaMec Ole a 1 OAM or caM®a e117 e< UM 11 UMj. of emu® uenn xMM49W 6YW WIPMVI= MUMIt> ud to wo Won so MII M IID M EN8 ' PADD{ K.TfCYIA rmelrlafltfr PiNi1 CRAIO PAFiRRdO Rig 8721 CR 61D t r., sPt alx,P 9uee. V+ iVJU. ti A•', ' "E.LI-ta4 75E CAST—CRETE 8" LINTEL FABRICATION DETAILS U C nerc camnry 147Ann rnR AN INRPCAST A PRESTRESSED U1INTH8 awmar arAansmTorm1'a1OS.&TWinA 0 s7+&W fable LO/10-POUNDS PRE LINEAR FOOT TYPE LENCQhi as 6•p M%.Iv aflt•ae 4n2-lo Elo-0 enM40 4i7A41 6T70-16 vti-ae U241-16 ePYe-m OID-19 ers-os M-19 Y4 (421 HOW U31 Sop mil elf3 son a64 esm 1psi Saw 1 41Ie Nu 7317 a474 lama 11p4 Y O' (461 PRF]CASi 1968 2561 I 3m ON on 7m4 ear 2811.1 4= Ntl 7347 MR 4 Ila 4•'-6' (34') PIIECAST 16pg W 2110 131 379 40M GM an 2t" 437a 4113 76a 4O1 tas4 I= 5-4' (64I PREIASf 1211RON, 1a0 1131 SSm MIS 7342 OM3 IOO T002103 631 AW 2Rl 39m 3m M2 4x0 p 7Mf Knewy21A113M74353SKI 2177 3Y0 6A1 aes mtf7-e' 9 PfZ AYT 7p till l43Y Im 3191 3lo6 1 2001 3m Gal Non smul8'-4' 1127 P +fir y iris Im 294 340 201e ix2 792 tas tea L514 Gus Im 117-6'(126 PRETilST 476 m am till lass 2777 11m ON W IOQ lea s0s3 Vol4734 I1-e(1361 PF>IAsr 362 sa s4 I Im fall va 31V 4m sm W 1 1360 IN$ 2W 3I27 40M 17-d 141 PIE= 3A p0 m 1234 if" Im Gas m 040 m 1254 I461 2m 80 352 1Y-4' 1 Pf69ilSr 296 a1 M1970 tea lax 1316 200 al m Im 149 lax WIG 211111 14'-0'(I66 F11ECA51 x79 421 7m tom 137a 447 21V 2W 142 701 1012 11111 107 2127 m0 11-8'(17 PBtSTPA5m KIL Ita M aR M N M 4% 7m IM 10n 7213 a17 H. DI2 Is'-e(lul PRE NA I6s M 01t M xs 97 1,710 12M 1731 2ma 7330 2N3 PRESIREW NA y0 640 660 13x t009 IIN 216 19'-4'(iJ2) PRESIRFSSFD N,p, M Kit M Nt Ilt M x31 4w 7m low I= 1511 uls 21'-006•f PnSTRFSSm N,R, m 340 Rs Go 1114 UN 14U i-ll'(2M')PRLS<RES NR. M 10 M to IN k! In its mp 70 IOU lm 13n 24!-O'(266') lam NR in r its 714 p4 trot I12n am. 9AFE LOAO TYPE SUB I BF8 R AMU 3'-e (42')• PRmw 1025 im 1598 4'-0' (481 PR19W 765 763 130E 4'-e Jul FEW 592 69t 1073 5'-4' (641 PWAN 411 411 745 e-le'(7C) PRECAST 340 339 016 6- . (781 F ints 507 721 490 7'-6' (W) PRECAST 424 634 383 T-4' 0121 PFIHAST 326 • 512 230 tC-0'(ue) PFWN 264 401 180 11'-41 o3e) PRmT 260 452 154. 17-O'(1441 PRMW 244 402 137 13-4'(Iml PRE= 217 324 110 14'-0'(1681 FFMW 2U5 293 100 14'-e(176jPRFS N.R. 2$4 91 10-0(154' I'M51HIME) N.R. 259 83 17'-4'(3191 PRFSIIEW N.R, 194 64 11C-4'(43Y) FFUWFM N.R, 145 62 21'-4'(2%1 PFERREM 42 2Y-0'(2641 [ jNjYtL1 40 24'-0'(SEB PRESTRESSiII 33 SAFE UPLIFT LOADS FOR 8' PRECAST 6 PRESTRESSED LLLIN LS SAFELOAD-POUNDSPeRLOYEARFO T TYPE LENGTH OFR elsa ma -a Ins -If finsm tr ow-ar u14-Ir m4.a uz6-IT erns alum-1r am-ir Y-e (421 PVEW fps xm bm. 4m um- gm tm 140 20 04 43N nO SIM 7m1 4'-0' (481 PRMAff r m 23m dOm 311e 4m ow sm1 13m Lms Flo mu an tae sm 4-6' (541 PRWLST i m 2m em7 RID 40a all OA6 Iw 70w 2m 3375 40q 40711 mM 6, (' P(EilllSf 1014 i Will M mill4622 I0lo lox I ws um 3m 3m an 6'-10'(70 PRECAST mMIfiffhdWilled 3 4 ILA lo talf 2313 3 IN W Y-e. (787 PRE>`AST 6Atia 2=0 1 37 so V lop 21a0 I 37m 7'-C (901 PRECAST 73TO W3 3 2w 31m 7D MSa IR4 1003 2827 3M 9'-1 (112 P11ECJ1Si of m Ia7o 1a4 Alo 2 12m e11 on 1 1316 ISO Im SNf ICY-'(12n 19tti11Sr ea em 111 1 SNt 633 as I Im 1471 IMa XM 2ad 111-4'(1307 Mt 15T Al em iW7 IU 1313 1723 a1 sm IN2 1243 lots 11e7 lY-0' 144 PRECAtiT7 a0 771 w II 13m I= sM 33a I smew 1302 @J Ism let 2015 lY-0'(lee') Rim 411 Javad Wed 768111101 ua m 412 • 400 1 719 W it'd I ISO 14'd(1687PF AS7 394 33 tip n form If" 110 42e 1 m d loaftaIm I= IN? 14'-45(17n PWTRESSFA mo a1 aftal VNI na 0 1131 Us 326 1 an Om 1 15151 1734 15-4'(184 PFIESRlE M tx 31) 318 416 Ns we ad m 1240.d oil 14p 1054 1 17'-4'(2061 P10711MM if3 2m 0 3m 403 meno 10'- , 432i Pf8Snm m IR in 201 a 1m W 420 447 lm 667 &I 141 fa sma 1 7a 1717 21'•(25e F a 04041W 3m 7 ees 4m N2 a m s37 721 4m IOR 0•(28i•)PI SfRi'iSfD 137 1170 1113 376 1st 6p m ID L.l as 13 sp em m 0'( P78SiRE 124 1 I 2 1f 49124 W N 1O2 3lo 435 01 MR n THE NUMIS IN PAREHOIE315 ATE POKI NT REDIMM MR CRAZE 40 G71 O 11E10 AT19m RUAR SIX CIXW HOLE H06 4 ON SW 3 OF 3 C 1nSnucr f0.000GTR6Vlsfib enDmIrItaxsWIwwA* -- Yratd2 'I t Iq 1Y.M6 `, ' o mmplTlne 1.f00e FWdde QdI a 41H eallIft ado alb-e22Tr•IS m/exo + J Aacrplance Ns,L t4 gum 2 Z afty 4ERAL KCrM - SHEET 3 Of 3 C1amrol ' ,yam' I An RKWI Ifmumigm WIl wum 4a CENEIb{E ift NO, 4 ON MW 3 OF 3. 1t' •, / 171000C7A9yJSAD ecti0i `WAQIsQa(da ' CRAIBPAfFCF10 Gffiz? R. R.11411 1 FLRILIAhomn RETE 8" LINTEL FABRICATION DETAILS cAVF r-RAVrrV 1 nADS FOR 9" PRECASTfml2" RECESS ObUR U4 TELS 1sr•01_ SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH aR118 A1i1 eo MR 11K af3o- 6aF•la 4E10- R11-1 MU -I drib-I6 8=6- 4'-4' PRECAST 18SS 1741 3155319 5427 OW IM f69f 3611ow Gm gas IOIW 4'-6' (54') PRETASi 1494 1541 3!W3930 045 5124 690, 17l1 Sal60 Wm 476 IM3 s'-8' (6a') PRE371ST Sa6 42D I7102277E.-'- 20 31 3766 110 2MON W 7"7 W11 5-10"(70' PABAtiT a1G IW31124 2640 3174 371R 1117 rid0131 6T01 FRtSXSf 797 101 37T47 N/e 73l0 f01 167660Q 7915 6470 1 r-6' (f10'j PRFiASf y 7''A 14W 2469 3770 6743 77N 6023 70e N10 1/9! 3716 5743 1 9' d (116) PREC/SF 411 16a 9233 312t 4091 3144 we p9 I5121 tTAT 3129 No Sol 1) THE NU193FR5 N PAREI1TH6OS ARE PDtCO1T RE0 G110115 FOR GRAM 49 MD ADDED REM SE GEiOX NOES NO. 4 Q Wlrtlop 9 1rhro aeWmd IkW t4m000 N ycooOs1,DF eii..w a MAMMp W.M 90 W .Amin Q R Maw 9 6..t>]itrya m bad6 61 A ft.tlm ad wbf 1d ad Ism jAh Q U. W. Is 1s.Wm bA.11em W pt.d (.b.ab of qdt 40 am dw yAyO s g. a. a p} al va w6 dmA 6 NA G6l .s101 p a QAftcj»{ a0l iyao'dM drygm, Q,- i'.e!Iota a4A . MOMIp1011tm =_ Alb M00q a co Q Fad @d o" m Q e,A.a 7) Go 17 tdw ow b, eAgbW IW JS i*m dd3 tA v = fta6 1 aOdla6byd ! mhIQ RL. ed bw 10 WJ . 661.NA .ma Is M bald d m. Mom d 4. 6m1 a.. SAFELATFRALLOARSFOR A- amaebar. e -, tmrbaa nnna IfA IMM A C.,mVl w" SAFE TYPE LENGTH 8RU8 aRF6 R CMU 4!-41 ( 5* KV" 758 757 1164 4'-a' ( 541 MIST 894 693 1073 5'-a' ( sn FAMT 408 407 865 5'-10'( 701 MAST M2 381 016 9-e ( 801 PRECAST 595 788 464 7'-6' ( 001 POECIA ST 809 674 363 W-b' ( 1161 pu:AST 370 490 2i 4 0 SEE cam NOTE 1a 121 = d . dyer d 1n 4 4". a VAaW L ®e1sL td61 d dram Vibed •i calm d A76 GQI it AY no, so&* VMV4 11. be.dd f t to IQ m. r taryY. 1d6 hfilt, w Art m .d. r Ora m Y.r 0006 dm 14 h. 6M 641a 14 Ada m. al. Iml bm and MPd bml0 tm- 11) ads bA a. .yeIIllm.i t- V baw IQ3.b bob bow mt IWdo* WAW/.. Au ma=0 AD 3m bi r haply a 6. a..m br 6dd Tm dtfd 6dmiCu'6d I/r as SEA SAFE UJDA LOAD M HdI= ICN= Mm FORXrM yoSAFE UPLIFT LOADS FOR 6" PRECASTWI r RECESS DOOR U-LINTELS 44-=+*M SAFE LOAD - FOUNDS PER LINEAR FOOT TYPB W. I. 3m9a2mA 2 3AI440 t4/ 4,-5. ( 617 1014 tt71 3Wf 4275 1943 Oa 604 7D2 206 NO 4173 4143 5'_r ( bar) PRECAST 9mm 1 till 2316 2451 33C bll mb 1634 3362 3111 5'-10'( 701 MAN 1u 11W 17416A Mm V74M 3m 2Tm be Z» a AA 6 17a6 fi$ (eo) PREti ASi A IW 20 209 33a bA I616 24a 21M MN 7'-6' ( 90' PRECAST 106 742WA 1 1160 t6A604 rM 216625q2166116 PRETASi 395 1222 4 1 2111D 1301 ml/ 2311 1) THE NUMBERS N PMENOIEM ARE PERCF]IT REDoeIt0EL4 FOR GM 40 FDLO AOOED REM SEE GENERAL NOTE NO. 4 TYPE DESIGNATION Ir I a w tL% J SF16- 18/ IT e V 7.7 ML wo Et M Jam: :% . t.• js fD31R A716110Y v MIX colt y; 9m1aI 611/0 = e-.:wtVmIlW r 44 ': 0e"- dLt 7aootrarnDvuau 6bb a4mm3lrotn. y<LnOe ep°00mN° .oZ CMIOPAAflNOA" MACRIM QEFRffAR 93664 Be CAST— CRETE 8' LINTEL FABRICATION DETAILS stmv tiL NW M4 1 Omer =a 6P R !WL Ird7i: r` aw am® 6D Q0 VAM P6 - 0. to N66 I W2 Ps. Ea 6V 3 V 3 CITY OF SANF BUILDING & FIRE PREVEN' D PERMIT APPLICA' Application No: 18- Ci 1 Z- Documented Construction Value: S Job Address: 393 & Historic District: Yes No Parcel ID: Residential R Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: I,vanbt n r5FlL c, c 0 1t_a1 ems_ G+351 mwj- Plan Review Contact Person: S`(- cLt b c.t b L.L- c1-e-r Title: Phone: Name Fax: Email: Property Owner Information Phone: Street: Resident of property? : City, State Zip: Contractor Information Name 1Z. S. Ic_t P—L 4-4 Pi w-.- b i r$ Phone: 77 2-4- 2-4 3 Street: 9-101 P-4 Fag: L(0-- 2-4o-- City, State Zip: Or(cuncS'L. Ft- 3 2'& Z4 State License No.: C.F Name: ArchitectlEngineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: _ Mortgage Lender: Address: 2. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YC PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT, FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construc in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pe 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: 5'" Edition (2014) Florida Building Code Revised: June 30, Z015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities such as we 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 requi ed in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submit al. 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 val ie, 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 be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -Suite of Florida Date Signature of Conttnctor/Agent Date Print Contract is Name P,- , I Ce- ti:V I v Signature of Nouuy-State of Florida Date IAYCOf ABSSItNJ FF 1209W EXPIRES: Aug 2s, 2olaI :T .: •' 0aaded Tnn,.blary wftw* Owner/Agent is Personally Known to Me or Contractor/Agent is Personally nown - Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ElectricalEl. 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 507 State Road 52 123 Miller Road 111 • 9701 Bachman Road Established 1973 Judson, FL 34669 Vairirc, FL 33594 121• •. Orlando, FL 32824 www.RJKlelty.com 127-863.5486 8IMI-0707 407-855.2636 State License S CF-430203 2 R.J. KiELTY Page: 1 OF 1 Proposal No: 717-13530 PLUMBING • HEATING • COOLING Proposal Date. 712612017 Prepared For; Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Magellan - 2260 Lake Mary FL 32746 No Propose hereby to furnish material and labor - complete in accordance with specifications below for the Sum of: $7,760.00 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 pleted to a vronkman like manner according to standard practices. Any alteration or deviation from specifications below Involving extra costs will e d only upon written orders, and will become an extra charge over and alwve the estimate. AUOur t llycessaryinsurance. workers are agreements contingent upon strikes, acrid d d our control. Owner to tire, t onadp, eqd o! lr;n'RAW, covered by worker's compensation ins (, IAUTHORIZEDSIGNATURE: THIS PROPOSAL MAY BE IF NOT ACCEPTED IN 30 D S. We hereby submit s end tes for. Master Bath up 1 Shower Starling Accord 60x34 Base 72270100 While With Walls And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lev By Bulkier With Moen Chateau 64925 Chrome Faucet 2rrd Bath Up 1 Tub Sterfing Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Volvo 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet 3rd Bath t Tub Sterling Accord 60rf30 71140120 White With Wells And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated I Lev By Builder With Moen Chateau 64925 Chrome Faucet Kitchen I Sink By Builder 1 Faucet Moen Integra 67315 Chrome Disposal ISE Badger V With Cord t Icemaker Line With Recessed Box 1 Dishwasher Hook up utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: 8acicfilling Included For Sewer & Water Only (Slab Backfilling By Others) 3ackfkow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sevier Allowance; Additional S12 per toot 41Y Water Allowance; Addillwral 83 per feel Applies to any direct contract between an ovmer contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001.713.37. Acceptance of Proposal - The aboveprices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made outlinedabovo. I agree to pay reasonable attorneys lees court costs In the event of legal action. A monthly service charge of 1 112% will be added after days. Any sewer taps deeper than 412 feet or requires backhoe or dewatering vAli be an extra charge. r SIGNED / ice n DATE OF ACCEPTANCE 6 PAGE 2: 1 / Branch. Hudson Lost Edit By: La: Edit Date: 7/27/2017 i CITY OF SkNFORD FIRE DEPARTiMENT Building & Fire Prevention Division PERMITAPPLICATION Application No: Documented Construction Value: S 45,000 Job Address: 3938 Saltmarsh Loop Historic District: YesE]No Parcel ID: 17-20-31-502-0000-0390 Residential ] Commercials Type of Work: New z Addition Alteration Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone: 407-630-8119 Fax: Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL, LLC. Street: 1064 Greenwood Blvd., Ste. 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Phone: 407-708-0163 Resident of property?: No Contractor Information Street: 146 West Plant St., Ste. 240 City, State Zip: Name: n/a Street: City, St, Zip: _ Winter Garden, FL 34787 Bonding Company: n/a Address: Phone: 407-630-0119 Fax: State License No.: EC 13008106 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: n/a Address: WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE. OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. i certify that no work or installation has 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: 6t° Edition (1017) Florida Building Code Revised: January 1, 2018 Pcrmit Application r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly 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 1 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 ebarges 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 Owoeri Rest gate Print Owner/Agent's Name Signature of Notary -State of Florida Date L-p oW Sigrmnne of ContractodAgeat Dt B Y c, YOGAyn Cat 073 5 Print ContractodA ent's Name _ 8l II_P Sigmture of Notary a Florida e ` IL Owner/ Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID 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 E] # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: vs190 Fire Alarm Permit: Yes No WASTEWATER: WELDING: Revised January 1.201s PerrmtApplication 1 CITY OF S ORD BUILDING DIVISION ECEIVE . JUL 3 0 2018 PERMIT APPLICATION By App cation No. - Documented Construction Value: $ 45,000 Job Address: 3938 Saltmarsh Loop Historic District: Yes No Parcel ID: 1720-31-502-0000-0390 Residential E) Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Electrical eiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person; Brandon Gibbs Phone: 407-630-0119 Fax: n/a Name Stariighht Homes Florida, LLC. Street: 1064 Greenwood Blvd., Ste. 124 Title- Director of MEP Email: brandon.gibbs@reedcm.com Property Owner Information Phone: 407-708-0163 Resident of property?: City, State Zip: Lake Mary, FL 32746 e-e-etd- Q4-M LLe— Contractor Information Name Brandon Gibbs Phone: Sit: 146 West Plant Street, Ste 240 City, State Zip: Winter Garden, FL 34787 Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: no 407-630-0119 Fax: n/a State License No.: EC13008106 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender. n/a Address. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as Indicatcd. 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 u» deratand that a separate permit must be secured for electrical won6 plumbing. signs, wells, pools, furnaces, boilers, beaten, tanks, and air couditionem etc. FBC 105.3 Shall be Inscribed with the date of application and the axle In effect as of that data 66 Edition (2017) Floride Building Code In addition to the requirements of this perodt, 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 agenda, or federal agendes. Acceptance of permit Is verification that 1 will notify the owner of the property of the requirements of Florida Uen 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'rable In effect at the time the permit is Issued, in accordance with local ordinance. Should calculated charges tgured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit Is Issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agext Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Bt "& *DJ4 Signature of Contractor/Agent Date 1 tc,%Giut7 Gabbs Print Contractor/Agent's Name N , QfAn;— -II3 I Signature of0-t-S Oe of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is JK Personally K on con to Me or Produced ID Type of ID Produced ID iJ a 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 f1 of Heads APPROVAIS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00000912 Date 7/31/18 Property Address . . . . . . 3938 SALTMARSH LP Parcel Number . . . . . . . . 17.20.31.502-0000-0390 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1067313 Permit pin number 1067313 Required Inspections Phone insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 ELO1 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL _/_/_ FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00000912 Date 7/31/18 Application pin number . . . 074640 Property Address . . . . . . 3938 SALTMARSH LP Parcel Number . . . . . . . . 17.20.31.502-0000-0390 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 302504 Owner Contractor STARLIGHT HOMES STARLIGHT HOMES FLORIDA LLC C/P SHAYNE 1064 GREENWOOD BLVD STE 124 ROSWELL GA 30076 LAKE MARY FL 32746 407) 708-0161 (407) 708-0161 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 17.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2799.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1067313 Permit pin number 1067313 Sub Contractor REED C & M LLC Permit Fee . . . . 90.00 Issue Date . . . . 7/31/18 Valuation . . . . 45000 Expiration Date . . 1/27/19 Qty Unit Charge Per Extension BASE FEE 30.00 150.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 60.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 309.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE IMP-RS 9-2017 383.81 O1-LIBRARY IMPACT FEE 54.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. i CITY OF SANFORD BUILDING DIVISION PERMIT APPLICATION Application No: Documented Construction Value: S 5.070.00 job Address. 3938 Saltmarsh Loop Historic District: Yes No x Parcel ID: 17-20-31-502-0000-0390 Residential Q Commercial Type of Work: New x Addition Alteration Repair Demo[] Change of Use Move Description of Work: HVAC new install with duct and venting Plan Review Contact Person: Sarai Rodriguez 'Title: Residential 407-885-3729 407-886-7580 srodriguez@energyair.comPhone: Fax: Email: Name Starlight Homes Florida LLC Street: 1064 Greenwood Blvd Ste 124 City, State Zip: Lake Mary, FL 32746 Name Robert Kulp/Energy Air Inc Street: 5401 Energy Air Ct City, State Zip: Orlando, FL 32810 Name: St reel: Property Owner Information Phone: 407-730-1311 Resident of property? : NO Contractor Information Phone: 407-886-3729 Fax: 407-886-7580 State License No.: Architect/Engineer Information Phone: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: CAC1816317 WARNING TO OWNER: YOUR FAILURE'fO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT X1UST BE RECORDED AND POSTED ON THE. JOB SITE. BEFORE THE. FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATPORNF;Y BEFORE. RECORDING YOUR NOTICE OF COMMENCEMENT Applkation is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or instalkuiun has commenced prior lu the is%uance of a pcnnh and thai all work will he performed 10 num standards of ill law.% rcgulaling conatroction 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, c1c. FIIC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 6°i Edition (2017) Florida Building Code NU'I10 : In addhiun to the requirements of this permil, Ihcrc may he-Aditiunal restrictium applieablc to this property that may he round in the public records of this count)•, and there may be adtlitional permits required froin other Fuvernnimial coolies such as water management districts. slate agencies, or fvdcral agencies. Acceplancc of permit is ccriftcatittn that I will notify the o%cner of the property of the rquircincr Is of Florida Lien 1mow, FS 713. I'hc laity of Sanllord rcgnires payment of a plan review fee at the tin c ul' pvrnih submittal. A copy of the executed contract is rcquircd in orJcr to cadc datr a plan mviv churgc and will he cunsiJercd the estin ahel eonstrtctiun value of the juh at the time of submittal. 'rite actual construction cable will he figured hazed un the current )Ca: Val uatiun'1'able in effort at the lime the permil is is mcd, in aceorJance with local ordinance. Sho dJ ealculaled charges figured off the cxecul.d cuntrtct vxcced Ihv actual construction value. credit will he a pplicd to your penult 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 in compliance with all applicable laws regulating construction and zoning. Signature of t h ner/Agcnl Print Owncr/Agent's Name M Stgnat trc oI Notat-Staivsirn.irm, pate Owner/Agent is Personally Known to Me or Produced II) Type of Il.) W-4//-` 8/6/2018 SignaturcnfComracnrr/Agora Dale Robert Kulp Print t:.mtraclovIAglnt'. Name r' Notary Put9ic State of Florltla Signature of Nolary-Stale fir Florida IN Sorel RodrtgUet g/ 6 / l C i My comtmol ltr G „7034 aw EXPIM Contraclor/Agent is -4 Personally Known to Me or Produced ID Type of l D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical D 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 - /t of Fixtures Fire Sprinkler Permit: Yes []No W- of Heads Fire Alarm Permit: Yes []No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: WORK ORDER Inh it 14707 Date: 1 /26/2018 145999 Subdivision Phase I Bid I L/U I Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 1 10391 3938 Saltmarsh LoopADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: Sanford FL 132773CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip 2260 MagellanModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a A/H-2 or -FurnaceJob -Contact: S Woolwine A/H-1-or Furnace FB4CNP036L00 Job Phone: 4077301311 Heater or Coil CE2401 COS Heater or Coil Date Requested: CU-1 CH14NB03600G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 2nd FI Int Closet Filter Base AHU LocationPermitInformation: Eff iciency 14.00 SEER / 8.2 HSPF Efficient A/H-3 or Furnace A/H-4 or FurnaceMUSTBEACCURATEANDCOMPLETE: Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: No Efficiency Efficient Zoning Brand: Honeywell/Johnstone Vent. Damper Yaisomoi7 Qty iEAIPullsPermit: Yes Builder calls inspection: Yes Zone Kit #1 ZD1 EAI calls inspection: No Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 402.56 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 14 X Flue Pipe: X Grs.Stamped Returns 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 2 X Elect. Air CI. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 3 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department. Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 1.98 24.95 Rou hin 2,500.00 27.30 409.4304-Installation Labor 7.00 119.00 Trim 2 500.0006-Piping Labor 14-Kitchen Vent Trim 1,274.6502-Material/Tax 1,482.48 Permit 70.0001-Equipment/Tax 110.0009-Permit/Other 1.42 17.95011-Delivery Labor 20-Pull Material Labor 2.85 35.91 Total Contract: 5 070.00 2.50 42.50112-Startup Labor Certificate of Product Ratings AHRI Certified Reference Number: 9162429 Date: 08-06-2018 Model Status: Active AHRI Type: HRCU-A-CB Series: 14 SEER HP Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NBO36'0"B' Indoor Unit Model Number (Evaporator and/or Air Handler) : FB4CNP036L The manufacturer of this CARRIER product is responsible for the rating of this system combination. Rated as follows in accordance With the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), bluh : 33000 SEER: 14.00 EER (A2) - Single or High Stage (95F) : 11.50 Heating Capacity (H12) - Single or High Stage (47F) : 33800 HSPF (Region IV). 8.20 t'Aclive' Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale: OR new models that are being marketed but are not yet being produced'Production Stopped' Model Status are those that an AHRI Certification Program Participant is no longer producing BUT to still selling or offering for sale. Ralin%s that are accompanied by WAS indicate an involuntary re -rate. The new published ralinq is shown along with the previouslke. WAS) rating. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to. and assumes no responsibility for, the products) listed on this Certificate. AHRI expressly disclaims oil liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the directory at www.uhrldirectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for Individual. personal and confidential reference purposes. The contents of this Certificate may not. In whole or In part. be reproduced: copied. disseminated: entered Into a computer database: or otherwise utilized. in any form or manner or by any means. except for the user's Individual, personal and confidential reference. AIR-CONDITIONING. HEATING, CERTIFICATE VERIFICATION REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridiiuctury.org, click on -Verily Certificate' link and enter the AHRI Certified Reference Number and the dale on which the certificate was Issued. which is listed above. and the Certificate No.. which is listed at bottom right 13178MB5979212749 02018Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: ENVIRONMENTS FOR Liy v 0 SITE ID: 472a2T LOT: 39 BLOCK MOUSE 3M STREET: BALTMARSM LP CRY: SANFORD STATE: FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNM a098TAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDMAM PRESERVE COMMUNITY: WA PLAN: NDP 11011512017 PROGRAM: MER64100% TESTER: EFL IEOC: 20W CLIMATE ZONE PROPERTY OWNER: PROPERTY ADDRESS: 3939 SALTMARBM I.P. SANFORD. FL 32771 TEST: BLOWER DOOR RESULT: PASS TESTER: Dtsea Rwmft DATE: ItrAR(IIa TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5.1 Anio Aoeen Peel ifully gaskated and insulated) x 5.2 Attic dm Stab Iul asketed and insulated x 5./ Recessed Lighting Futures (ICAT labeled and sealed to d 11 x 5.5 Y"o4muse Fen insulated gaskated to the opening x 7.3 Fresh air vol detbn installed per programs x Bbwer Dow BD Ta al BD Amlal R— Cron - Tur BUILDING ORIENTATION PROGRAM VOLUME CODE VOLUME U. Fn PROGRAM SMELL CODE SMELL N 0• WA 19,SOa 0 0 PROGRAM CFM 50 CODE CFM 30 PROGRAM ACH 50 CODE ACH 50 PROGRAM of BMoa CODE o/8M2 0 2.276 7 2.097 6./5 Moore Mat adrm 0 BOm2 0 BOM3 0 abm a 0 Rm I D Rm 3 0 oelr 0 Bann 0 Rm 2 0 Go Doioim EmW 81rOwObO 7 Eatlerd P 7 x ao or s OI14NwYad LVft Must Be CFL Or LED x Low Flow FattOab, ToBai. W7 x Pmrainwobb TMmwdW x Conftd Oren Pmgmm Local Rpullea Vbual Inapdkn Yid ni l syslam Ilorrl LaWon Mwnftdumr Name Model h Mama Mobl $3 ModN N SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM/ WATER NEATER SYSTEM 1 FURNACE SYSTEM 1 MVAC OUTDOOR OUTSIDE CARRIER CM1/NB035 UNIT SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 MVAC AMU (MEAT INTERIOR CARRIER F8/CNP030PUMP SYSTEM FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 MVAC INDOOR COIL SYSTEM 2 HVAC AMU (MEAT PUMP SYSTEM 3 FURNACE SYSTEM 3 MVAC OUTDOOR UNIT SYSTEM 3 MVAC INDOOR COIL SYSTEM 3 MVAC AMU (MEAT PUMP SYSTEM / FURNACE SYSTEM / MVAC OUTDOOR UNIT SYSTEM / MVAC INDOOR COIL SYSTEM / MVAC AMU (MEAT PUMP Mill faun RRCr-icrUT1r1Nr1 BUILDING CHARACTERISTICS ABDESION-VALUEB AS BUILT -VALUES COMMENT 0OFBEDROOMS REM NA NA CEILING FIAT 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 TEST: SLOWER DOOR RESULT: PASS TESTER: Dan Rwaft DATE: I IrAM18 BUILDIND SPECIFICATIONS IMWINQICHARACTERW N E8INB IL AL E8 CGNMMENT PROGRAMMABLE THERMOSTATS(PRI YES.' WATER NEATER TYPE PRIF CONVENTIONAL WATER HEATER FUEL TYPE PRI ELECTRIC WATER HEATER SIZE, EFFICIENCY 6 LOCATION RIF) INFILTRATION MOUSE LKG ACM REM NA M : 5.45 CI : 6.45 ACM 50 Pascals FRESH AIR VENTILATION TYPE PRI AIR CYCLER VENTILATION FAN MANUFACTURER REM HA NA VENTILATION FAN MODEL REM NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION t OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME • MRSIDAY SPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR MINUTES PER HOUR PRI FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S PRIF INTERIOR % CFVS PRI INTERIOR % OF LED'S PRI INTERIOR % OF PIN -BASED PRI EXTERIOR FIXTURES % CFL'S (PRI EXTERIOR FIXTURES %OF LEGS PRI GARAGE FIXTURES % OF CFVS PRI GARAGE FIXTURES %OF LED'S(PROF) DISHWASHER PRI REFRIGERATOR PRI FOUNDATION TYPE PRI SLAB TYPE PRI SLAB AREA PRI SLAB DEPTH PRI SLAB FULL PERIMETER PRIF SLAB GRADE PRIF FLOW RING PRI HEATING REM NA NA COOLING REM NA NA AIR -SOURCE MP REM NA NA WATER HEATING REM NA NA TOTAL CONDITIONED FLOOR AREA CFA 80 FT) DUCT LEAKAGE TO OUTSIDE %TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM 1 80 FT. SERVED (CFA) TEST: DUCT BLASTER RESULT. PASS TESTER: DM Rwab DATE: II/ MIll POST CONSTRUCTION SYSTEM I DUCT LEAKAGE TO OUTSIDE SYSTEM 1 DUCT LEAKAGE TO OUTSIDEMCFA)ACTUAL SYSTEM I DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL (% OF CFI) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGESYSTEM 1 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET (CFM25) ACTUAL SYSTEM 2 80 FT. SERVED (CFA) SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE M2 (CF5) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGEW(CFWS)ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2TOTAL DUCT LEAKAOE(%OF CFM25) TARGET CFA) ACTUAL SYSTEM 7 SO FT. SERVED (CFI) SYSTEM 7 DUCT LEAKAGE TO OUTSIDE SYSTEM i DUCT LEAKAGE TO OUTSIDE SYSTEM 7 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL (% OF CFI) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF TEST: DUCT.BIASTER RESULT: PASS TESTER: DMR*v4Dt DATE: lirlimIs 4. .,. r• a •< C m) TARGET Iml (CFM M ACTUAL CFA) ACTUAL SYSTEM 4 BO FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CF11125) ACTUAL (% OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4TOTAL DUCT LEAKAGE (%OF WWS) TARGET a a (CFM25)ACTUAL CFA)ACTUAL AURILNQ avECIFICATICHO BURDING. CNARACTERRT M ASDEMNr.VALUEB ASBUILT-VALUES COMMNEM DUCT LEAKAGE TO OUTSIDE REM NA 0.024 CF.M25./ CF.A TOTAL DUCT LEAKAGE REM NA OJ2 CF.M23.I CF,A FLOW RING PRI FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3938 Saltmarsh Lp Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 3938 Seltmarsh Lp (Lot 39) Jurisdiction: Cond. Floor Area: 2260 Cond. Volume: 19508 Envelope Leakage Test Results Regression Data: C: n: Sinole or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 50 Pa 2097 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm Leakage Characteristics CFM(50): 2097 ELA: 115 EgLA: 273 ACH. 6.45 SLA: .05 ACH(50)' : 6.45 For prescriptive projects, tested leakage must be —7 ACH(50). For performance projects, tested leakage must be — the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 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 S. 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. Digitally signed by Dave Revelle L Date: 2018.11.2019:09,24 EST CN=Dave Revelle, O=TopBuild Home Services, OU, EMAILADDRESS=dave revelle Signature: @topbuild.com, C=US Printed Name: Dave Revelle Date: 1112012018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)( f), (9), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact roe with any questions. 104512017 422927 1I I oa m pt4jil I I I I. - , JAN f1l[=# No to tsuil' c nima sarviOfti 1WHIT; ; I111111T - 11111,1111; :14vil 1:.Z: ,Irlw; ;.III Ta iF@TFB FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 3938 Saltmarsh Lp Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Duct Test Time: Post Construction mart I eakane Test Reqults CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 55 cfm25(Out) 2 System 2 cfm25(Ouq 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Duct System Leakage Sum lines 1-4 55 Divide by 2260 Tool CondWoned Fbw Area) 0.0243 (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. pi0iplqq si nodbr Dove Revels, Dtl.201 11.2019.09.21 EST CN•Dave Ronllo, O•TopSu'10 Rater Of Record; 4.Nome SsmaE . Ou T1W Printed Name: a ave ReAlf b i'd.wn,. c•us RESNET •: 4311088 Date: 11 /20/2018 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. 422927 ZTopBuild' TopBuild Home Services, Inc. — Performance Testing Certification TopBuild Home Services, Inc. has conducted BPI and/or RESNET/HERS testing on the following property. The information and results are outlined below. (Note: This document does not certify compliance with the entirety of the 2009 IECC. It certifies the results of the performance testing only). Builder. Starlight Homes Subdivision: Wyndham Preserve Property Owner: Total Conditioned Floor Area: 2,260 ft 2 Permit Date/No.: Conditioned Volume: 19,508 ft 3 IECC Version: 2009 Property Address: 3938 Saltmarsh Lp, Sanford, FL 32771 Testing Performed 2009 IECC (Sec. 402.4.2.1— Testing Air Leakage) Blower Door Test 111=018 Measured Air Leakage: 2097 CFM @50Pa Result: PASS Air Infiltration: 6.45 Confirmed ACH ACH 50 Target s 7 2009 IECC (Sec. 403.2.2 — Testing Dud Leakage) Duct Blaster Test 11/202018 System 1 Duct Leakage: N/A Result: N/A Confirmed Leakage- 0.00% DL % Targets 12.00% Phase Post Construction CFA: 2,260 It 2 System 2 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Target s N/A Phase N/A N/A System 3 Duct Leakage: N/A Result: N/A Confirmed Leakage: N/A DL % Targets N/A Phase N/A N/A Digitally signed by Dave Revelle Date: 2018,11.20 19:09:06 EST Rater Of Record: nn,, CN-Dave Revelle, 0-TopBuild RESNET #: 4311088 Home Services. OU, i EMAILADDRE55=deve.revelle 11/20/2018 Ctopbuild.com, C=US BPI Certification #: N/A Thank you for allovnng TopBuild Home Services. Inc. the opportunity to provide the above services for you. Please feel free to contact me vnth any questions. Sincerely, Dave Revelle Coll: (385) 681.7452 : MpATQ,A dave.revefleatopbuild.com 475 N Williamson Blvd Daytona Beach, FL 32114 (8W) 912-7233 = fig. '7 98-"9 T7da fllrm was patersEFL ROW MWMW. PVPWW Of ToP8u6d Moms Servlottat hie O C aORAT10MP 422927 RESNET Home Energy Rating Standard Disclosure For home located at Lot 39 3938 Saltmarsh Lp, Sanford, FL 32771 City: Sanford 1. X] The Rater or Rater's employer is receiving a fee for providing the rating on this home. State: FL 2. X] In addition to the rating, the Rater or Rater's employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself X D. Training for sales or construction personnel E. Other (specify below) 3. F The Rater or Raters employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. FIThe Rater or Raters employer is a supplier or installer of products, which may include: Installed In this home by: OR Is In the business ot: HVAC Systems Rater Employer Rater Employer Thermal Insulation Systems Rater Employer Rater Employer Air sealing of envelope or duct systems Rater Employer Rater Employer Windows or window shading systems Rater Employer Rater Employer Energy efficient appliances Rater Employer Rater Employer Construction (builder, developer, construction contractor, etc.) Rater Employer Rater Employer Other (specify below): Rater Employer Rater Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http://resnet.us/standards/RESNET_Mortgage_lndustry_National HERS Standards.pdf. The Home Energy Rating Standard Disclosure for this homeis available from the rating provider. Dave Revelle Raters Printed Name Y Raters Signature RESNET #: 4311088 Certification # November 20, 2018 Date RESNET Form 0300-2 EFL PM This information does not constitute any warranty of energy cost or savings. 01985-2014 Architectural Energy Corporation, Boulder, Colorado. 422927 P~4;;- /ep- ?/Z- Jet StreamO Ultra Blowing Wool Insulation Attic and CaviP , Woll Card e2a29, Batts and Blankets When installed in atxxlydance with the manufacturer's recommendations, Knauf Insulation baits and blankets will provide the full R-value. R-Value' Minimum Thickness To obtain an insulation resistance R-Value) of: Installed Insulation should not be less than: R-49 13.75' R-38HD 10.25' R-38 12.00' R-30HD 8.25' R-30 10.00' R-26 9.00' R-22 6.50' R-21HD 5.50' R-19 6.25- R-15HD 3.50' R-13 3.50' R-11 3.50' R-8 2.50' R•181n a 5.5' cavity. Conform lo ASTM C 665 and Federal Speti8caI KH4.521F. Framing Adjustment To compensate for framing members, the number of bags per 1,000 sq. ft. of area to be insulated should be as shown below. R-Value Joist Dimensions Bags/MJF 16' O.C. Framing Bags/MSF 24" O.C. Framing R-60 2x4 29.2 29.4 2x6 28.9 29.1 2x8 286 28.9 R-49 2x4 23.0 23.2 2x6 22.7 22.9 2x8 22.4 22.7 R-44 2x4 20.4 20.6 2x6 20.1 20.3 2x8 19.8 20.1 R-38 2x4 17.3 17.4 2x6 17.0 17.2 2x8 16.7 17.0 R-30 2x4 13.2 13.3 2x6 12.9 13.1 2x8 12.6 12.9 R-26 2x4 11.3 11.4 2x6 11.0 11.2 2x8 10.8 11.0 R-22 2x4 9.3 9.5 2x6 9.1 9.3 2x8 8.8 9.1 R-19 2x4 7.9 8.1 2x6 7.7 7.9 2x8 7.4 7.7 R-13 2x4 5.3 5.4 2x6 5.0 5.2 2x8 4.8 5.0 E2x4R-11 4.3 4.4 2x6 4.1 4.3 2x8 1 3.8 1 4.1 62DUAaDD1 O-M- d, wid ewdwwn b,ALq M.+r.. -d--d UI Er,.,,w.-wu GREENGI7MD Gild oil w a 6nh-iw oida,d b b- h.- awNauAao p.. a..wv- n EN UARD owd w u E1swwx GFEEwGUAItpwwdad, b b" dwmcd wdnrww W-rndoa-vd.bV F. . Iw VW nae- w,en rnlo.m,w J melee kNA11a - W4 iPj fiwte lade 1"IT Equipment Required _ It is recommended that a pneumatic blowing machine and a corrugated hose with a minimum''/-' internal corrugation, a minimum length of 1501, Coils in the hose should not be less than 36' in diameter. Acceptable material feed rate is 5.35 Ibs/minute. Recommended feed rate is 15-25lWminute. Thermal Performance (Sidewall and Attic Application) The stated thermal resistance (R-value) is provided by installing in accordance with the manufacturer's instructions. Failure to install the required number of bags per 1,000 square feet and exceeding the maximum square feet of coverage per bag as recommended by the label will result in lower installed R-values. Field blending of this product with other loose fill insulations is not recommended by the manufacturer. Cavity Wall Bag Net Weight -Nominal 32 lbs., Minimum 31 lbs. R- Value' Bags per 1000 SF Maximum Net Minimum To obtain an The number of bags Coverage per Bag Weight per SF Cavity insulation per 1,000 square foot Contents of this bag The weight per square feet installed Framing Depth resistance of: Density of not area should not be less than: should not cover more than: of insulation should not be less than: 2' x 4' 3.50' R-15 1.8 IbsJcu. ft. 16.4 bags 61.0 sq. ft. 0.525 lbs. 2' x 6' 5.50' R-23 1.8 IbsJcu.ft. 25.8 bags 38.8 sq. It 0.825Ibs. 2' x 8' 7.25' R-31 1.8 lbs./cu. ft. 34.0 bags 29.4 sq. ft. 1.088 lbs. 2' x 10' 9.25' R-39 1.8 lbs./cu. ft. 43.4 bags 23.1 sq. ft. 1.388 Ibs. R means resistance to heat flow. The higher ee R•valn, tla greater the bordathq power. To get 0e marked R•valoe, d a essential 00 this Insulation be installed property. Open Attic Application Bag Net Weight -Nominal 32 lbs., Minimum 31 lbs. R- Value* To obtain an insulation resistance ( R•Value) of: Bags/ 1, 000 SF The number of bags/ 1. 000 SF of not area should not be less ban: Maximum Coverage Contents of this bag should not cover more than: Minimum Weight The weighUSF of Installed insulation should not be less than Initial Installed Thickness Installed Insulation should not be less than: Minimum Settled Thickness" Contents of this bag should not cover more than: R- 60 29.7 33.6 SF 952 lbs. 19.750' 19.750' R49 23.5 42.5 SF 753 lbs. 16.375" 16.375' R- 44 20.9 47.8 SF 670 lbs. 14.875" 14.875' R- 38 17.8 56.2 SF 569 lbs. 13.000" 13.000- R- 30 13.6 73.3 SF 437 lbs. 10.37 10.375' R- 26 11.8 85.0 SF 377 Ibs. 9.125' 9.125' R- 22 9.8 102.2 SF 313 Ibs. 7.750' 7.750' R- 19 8.4 119.3 SF 268 lbs. 6.750' 6.750' R- 13 5.7 175.3 SF 183lbs. 4.750' 4.750' R- 11 4.7 210.8 SF 152lbs. 4.000- 4.000' eep Nd wean--RerM 32 Its. Mmun 31 as. Csasgesd ewesdbn ebawesOFWm neuYq.uW k!DEbwq ma0ubnaee pew wFa beret If'' n 20pd:pafnindl5ea rnbmillymng"hins ft podbd osabma in De pwbrmsaa apwmwib clASTM C r61, Tpp E and cw=W Fedwd Spwkom M4.10=. Typ 1, Ctw 9. R- "m dewnied'n smdeo wFn C fiat tail C s1a R mesb rNrwo b led lbw 7M Iq jiw IM R vlue, De pe.lr Da kmO.Orq pD.w. k pp de mbled R,rFbF. F b.on0/ 0w dif :wfmn banVaYd popsy S rw do d yandl. pet mow tlmb sail blow Ewer osehe%IrMuchim do sal Fme wet tab pdept 11"salbdpey2ges58" Q* re pre IWd aiserres orss2"WpebdwotlM1pmaY s IMTHrewdedolmagbbmmM/mlperrwt Tlafte. se bwabd and slow tMdiem as esedNey ftum VckhMb lbsrep:d0sed bedanrdi d Uebrd. Builder's Insulation Statement Jet Stream Ultra has been installed in conformance with the included recommendations to provide a thermal resistance of .. . R-Value Thickness Attic Area R- at 1601. 141nches Sloped Ceilings R- at Inches Walls R- at Inches Floors (over an unheated crawl space) R- at Inches Crawl Space Perimeter R- at Inches Date Installed I In Blown 'nsulation has been installAinn!rmance with the above recommendatigns to provide an R-value of: R-using of this insulation to cover j , a (Ij are feet of area at a minimum thickness of inches. y Insulation Contractor wsigntor) o _ Company I / ! Irr bate Houle Builder ( signature) Company Date The coverage Information on this Attic/Sidewall card applies to the entire United States (including Minnesota). www.knaufinsulation.us I Knauf Insulation, Inc. One Knauf Drive, Shelbyville, IN 46176 Tel: (800) 825-4434 ext. 8300 FAX: (317) 398-3675 0 2015 Knauf Insulation, Inc.