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402 Treasure Ln 16-1626; NEW SFHCITY OF SANFORD U BUILDING & FIRE PREVENTION n. PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: IX e- kr d 6 Historic District: YesEl NoX Parcel ID: ResidentialI z Commercial 11 Type of Work: NewEl Addition 11 AlterationEl Repair El Demo 11 Change of UseEl MoveEl Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email, Property Owner Information Name_T"1q, r WZ cr A ppLg Phone: 140-1 Q,,A9 -(C) --]'I U Street: c G CDQ Ig. Lja g_tp Ew ' 2;C C-1 Resident of property?: X0 City, State Zip: -Mc,,.A •-(-- 3Q- 1:51 Contractor Information Name 9-- ,qL Af. 49=O _ k Phone: Street: Ap—r- (.3 Fax: !jQ3 1% City, State Zip: Or-, A Q F—(— =__ % State License No.: E CQDOO e:kq Name: Street: City, St, Zip: Bonding Company: Address: ArchitectlEngineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT' IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no Work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FUC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised: June 30,2015 Permit Application NOTI(IL: 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 'rabic 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 c J SignatureofCont6etor/AScm----_. Date e_ A DO I' Print ConuaCtor/Agen(Eme 7/1 q rf Notary to of Florida Date Owner/ Agent is Personally Known to Me or Contractor/Agent iA 'T rsonally KA6,W6lWKft or Produced ID —Type ofID Produced ID W: rotary Public -State of Florida Comm- Axplrnrttm 26,20Wi Commission # FF 002174 0, 011 8oadA Through National 14oiaq Wri. RIELOW IS FOR OFFICE USE V MechanicaIF1 Plumbingn Gas[] RoofE] PermitsRequired: Buildingr-1 Electrica Construction Type: Occupancy Use: Flood Zone. Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: I New Construction: Electric - # of Amps Q,00 Plumbing - # of Fixtures Fire Sprinkler Permit: YesE] No of Heads Fire Alarm Permit: YesE] No APPROVALS: ZONING: UTILITIES: WASTE WATER:, ENGINEERING: FIRE: BUILDING: COMMENTS: Revised, June 30, 2015 Permit Application 111)h,'SCR1T-1T1ON AS FURNIS11ED: Lot 26, MORNBROOKE PlqA.SE 1, os recorded in Plot Book 79, Pages h'.ru 7, Public Records of Seminole County, Florida. 14"J"UNDARY FORICERTIFTED TO: REC. 112" 1 R NO 0." 0: 1' OFF co co'co 000) cr, Co 06 oa am Rrc. 112" NO I.D. D -, 9 0 " 0 9'2 3 R.- 25 00' 1,--39,34' 3 5 . 4 0' 13--N 44'53'57" E Samuel S. Hwang; Inspired Title Services, LI-C; First Arnerican Title Insurance Company TRACT H (FUTURE DEVELOPMENT) N 00010'44" W 68.4 1' LOT 26 26.80' 3.5 'X3 5 AC PAD J48' 40. 0' COV' D. CONC. 13. 9' 40, 0' TWO STORY RESIDENCE F. F.=25.58' 18, 0, COV' D, BRICK BRICK WALK 22. 0' 16, BRICK 25. 20 OX I 10' UTIL. ESMT ON I REC, 1,72" I.R. 5' CONC, WALK N 00010'44" 'W- I Pi,' CIPOSLO i-'INISHED SPOT GRADE ELEVATION I - i , i 0 RAINAEPLANS PROPO-,D DRAINAGE FLOW I.Or GRADING TYPE A PROPOSED FE PER PLANS - 25.4' 7 SCO 77 jVHE rERi. f NO LEGEND - Pt AT PEA- • POINT ON LINE TYR. • TYPICAL PRC, • POINT Or REVERSE CURVATURE WIN ROD P'C PO NY OF CONFOUND CURVATURE CONCRCTt: WJNUMENt RAD. • RADIAL 1/2' 19. /OLD 4596 NA. • NON -RADIAL h[C RCCUV(RKD WA. • WITNESS POINT POINT Of BC60INLUG CALL. • CALOXATED W) NT or COMMENCEMENT PRA • OE"ANLNT REFERENCE MONUMENT CENTERLINE FF. FINISHED FLUOR ELEVATION NAIL f, DISK DSO.. • BUILDING SETBACK LINE rare qTCHT- Or-WAY Bit BENCHMARK MT. C" CNCHT D.B. • BASE BEARING DRAIN. DRAINAGE UT tt' UTILITY REC. 112" I.R. NO I. D. 26,80' 5.00, SS 5. 00' 6 IN 2 5. 00' REC. 112" I.R NO LD. LOT 25 43.66 LUI 0 uv.) i, LIVING - 7: 453 SOFT. GARAGE - 477 SOFT. ENTRY - 144 SOFT. IANAI = 400 BREEZEWAY - NIA SQ. f-'- T SQ.F- T. DRIVEWAY w 40 SO. F7 A/C PAD 25 SO. Fr TREASURE LANE WALKWAY = 74 SQ'FT' 50' RIW) TRACT' I IMPERVIOUS - 36. 8 2,976 T SOD F L() Tr R1W = 2, 052 SO, f'; APRON = 110 5; ('. I i. SIDEWALK = 968 IS 0, r Eu Q D 2 Soo = 984 MIL -SETBACKS: FRONT = 25' REAR - 15' PROPOSED INFORMATION SHOWN AREA = 10'I'15 SQJ, SIDE - 5. 0' BASED ON SUPPLIED PLAN DRIVEWAY = 513 so, 1: 1, SIDE CORNER - 10' ANDIOR INSTRUCTIONS PER SIDEWALK = 1,032 S0.1"I ' NOT FIELD VERIFfED SOD 6 101 SQ.F7, ASSVC, INC - LAND SURVE.YORS 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 NOTES; 1. THE UNDERSIGNED DOES HERFOY CERTIFY THAT THIS SURVEY MEETS ME MINIMUM TECHNICAL STANOAPOS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER W-17 OF THE FLORIDA AD&UNISITNT&V CODE. 2. UNLESS EMBOSSED WITH SURVEYOR'S S&4L, THIS SURVEY IS NOT VAUD AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. J. 7741S SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE WAY 61C OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE OCEN LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SURVEY IS PREPARED FOR ME SOLE OENEFTT OF THOSE CFR77F7E0 TO AND SHOULD NOT PC RIFUED UPON Br ANY 07HER INTH R. QUENSIONS SHOWN FOR THE LOCATION Or IMPROVEMENTS HEREON SHOULD NOT PE USED TO RECONSTRUCT ROUNVARY UNI5 7, &WINOS, ARE WED riSSOMEO DATUM AND ON THE LINE SHOWN AS WE 13MINO (".) d. ELEVATIONS, Ir SHOWN, ARE WED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED, CA'S CHAIN LIM" FENCE VOOD FENCE COICKYE WOCY I* - 20'----4 DRAWN BY: J- NJ U,CURYATt)PE POINT1W TANGENCY CkRPFIED BY: DATE 5wocT ARC L NGTN PLOT PLAN 05-16-16 1638- I C 0C T A rORMBOARD FOUNDATIONICLEVS. 07-26-16 2571-16 MC, In OCIPI) FINALIELEVS. 11-15-16 3848-- 16 I NORTH C i rws rJultot"GIPROPERTY DOES. NOT I /E WITHIN. e i Rik E!UAVLISHFO 100 YEAR FLOOD PLANE AS PER 'FIRM TOM GIUSC FYER,"!,S. 4714 W SC TT" R.L. ZONE MAPIf2117C0055FFW. OTT, R.L.5 f 4801 COUNTY OF SEMINOLE IMPACT FEE STATEMENT r~ STATEMENT NUMBER: 16100003 DATE: June 10, 2016BUILDINGAPPLICATION #: 16-10000318 BUILDING PERMIT NUMBER: 16-10000318 UNIT ADDRESS: TREASURE LN. 402 21-19-30-5TT-0000-0260 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL. INC. ADDRESS: 151 SOUTHHALL LN., #266 MAITLAND FL 32751 LAND USE: SINGLE FAMILY DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 402 TREASURE LN. LOT 26 / SFR THORNBROOKE PH 3 FEE BENEFIT RATE UNIT CALL UNIT ------TOTAL DUE-- TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A Single Family Housing ,00 1.000 dwl unit .00FIRERESCUEN/A LIBRARY CO -WIDE ORD ' Q0 Single Family Housing 54.00 1.000 dwl unit 54.00SCHOOLSCO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00PARKSN/A LAW ENFORCE N/A .00 DRAINAGE N/A .00 00 AMOUNT DUE 5,759.00 r- STATEMENT RECEIVED BY: -1--=_—SIGNATURE: PLEASE PRINT NAME) 74t DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER ANDENSURETIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT T IS 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 OWNERTOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVEBUTNOTLATERTHANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THt REQUEST FOR REVIEWMUSTMEETTHEREC2UIVERNINNGSOFTHECOUNTYAPPEALS MAY BE PPICKEDEUP, ORERE REQUESTED, COPIESOFRULESGGOOFROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORDFL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THECOUNTYBUILDINGPERMITNUMBERATTHEtOPLEFTOFTHISSTATEMENT. S ISSUED WITHIN M60 CALENDAR ODAYS OFLTHE IRECEIVING ISIGNATURE DATEABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. N L CITY OF SANFORD r BUILDING & FIRE PREVENTION PERMIT APPLICATION UNff Application No: (_V Documented Construction Value: 5; .51 T_ Job Address: 440 41(,,, Historic District: YesEl NoD Parcel ID: 27-19-30-SIT -0000- k2 o Residential [ CommercialEl Type of Work: New 0 AdditionEl Alteration 0 Repair El DemoEJ Change of Use 11 MoveEl Description of Work: NEWSLRO., - THQBNEBBQOK LQT NUMBER 420", " - Plan Review Contact person: Daphne Clark Title: Phone: 4QZ-25Z-Q94Q - Fax: Email: dap pea Fenits eermb Permits. corn Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE# 200 City, State Zip- MAITLAND FL 32751 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street 151 SOLITHHALL LANE # 200 City, State Zip: Name: Street: City, St, Zip: MAITLAND FL 32751 Bonding Company: NIA Address: Fax: 407-257- 6940 State License No.: CBC1257462 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 10.5.3 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, 2015 Permit Application NODU: 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. OWNIER'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. Signatuglz&f Owner/Agent Datef4V Print Owner/Agent's D. A. CLAWtc MY COMMISSION # FF 2W08 EXPIRES: June 27,2019 BOW ThM DoW NoUrV $Airvim Owner/Agent is _yE& Personally Known to Me or Produced ID _B]A_ Type of ID Signaturp6f Contractor/Agent *e- JOHN ASA WRIGHT Print Contraetor/Aa4OPNarn Signature qfJ4*dy--State of Florida MY 0. A QARK COMMISSION# FFZ9108EXPIRES: *no 27 der!Thra OL40 12019 Nolryswita Contractor/Agent is YES Personally Known to Me or Produced ID 11Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[ Gasn Roof Construction Type: N 1% Occupancy Use: R5 Total Sq Ft of Bldg: lu 3(a Ll Min. Occupancy Load: New Construction: Electric - # of Amps tw Fire Sprinkler Permit: YesE] No K # of Heads — APPROVALS: ZONING: `L Wt(a UTILITIES: COMMENTS: KI Flood Zone: Y, - -5 , t E of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes[:] N.E]"' 13// to IiL -7 WASTE WATER: 4 ENGINEERING: JL-t L'I-\' FIRE: at 0 BUILDING:' 1 - 4 Revised: June 30, 2015 Pennit Application 0Z6 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 402 Treasure Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-5TT-0000-0250 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is- New structure E] Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition F] 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 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: El The parcel is in the: F-1 floodplain Elfloodway F-1 A portion of the parcel is in the: 0 floodplain El floodway Al The parcel is not in the: A-1floodplain F-1floodway 0 The structure is in the: Elfloodplain F-Ifloodway EJ The structure is not in the: E] floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 16-1626 Reviewed by: Michael Cash, CFM Date: July 11, 2016 i l , ! , , 11 , k 'W i " I"Ircd [1) Ntinflicr, H -()000-df1' o Prepared h", Kim ('atict Ind I m lor Morrison I folne Rom (I 'I (1 2600 Lake hicien I)l+cc, Suite l'tillatid, IA, 3Q'51 N" ( ) I' I I ' t", () I" (" () IN I N I F *\ (" I" N I F N' state (if, Florida. 411,111IN orSemilmle. 1w llerehgk cs notice that impro\ clllclll4 k ill lic tllade to rVrlilill re'd jlroperl) , and ill IG"lil'lalwk' I' lorlda st"'Itutc," the fiflloGOwinfornuoioti kpioWiklcd ill Ilic.scriplitill of proper(N I cv< fl 'rhorlibrooke Ilhascd 1, accordim-, to the pkll ill 11ka hook Q. Page 3-7, ol'tbe publi,: r(:cords of lllirot'-' t omll1' Addrcs,c le1wral description ( it' roil um ellicills Noce I amik I lonic N'imic I lt lor '-dorriN4,11 of Florida llll:. Addtv,sN 2cw00 I lake I ucien 1)rk c Suite 350, Niiiitkimi, I I I Sitilple "Title Ifolder , N.,. olltractor name and address , \"atne 'I a\ lor `'Iovrisoll ofl-lorida 111c. Addt'cs2600 Lake hicicti II)rke '-mito 350, %lailland I I I I,eiitivr. N, A, -ida de-wn) tcd be theupon hoa tee ner r nolice',, or i'llic" dfwltlwl&(11'r , ithill ill(, stalc ill 1, lot Wtv d as providi.!-' he I I", I't( 1 Florida 1;iatwlus: N,A, it) ild'imon to llftw"' Cll ()wwl desigmale" Elie folliming, to roc:6ec it cop\ of,the hvIk)l a, pf'o., I&I-d in "I "', I 3( 1 ) 0%), 1-torlda slatllte %'A' IM"11101) date ot'notwe of' (,)l1c yeas f , 'rom the t11le WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713,13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. I I I)atv Sig med 1/11 As WrigI it:, lor N'lorrk( m ('11, 1 lori& it, and Nilb"'Cribcd h4orc ill,: Illis, by Jolm ANa W1 ILIlt c4 he pel-,'wnalk l,lto\t n to file. 1 N`iltary Ilublic I) A ('lark v(;ttimission cxpry i8: 0/ 2"ll') . ... .. ... ......... erisrlNo l"F, 20) 108 Nioial-Y sigfwtllrc: Vk"viliealioll pill"(will to k:cliort Floridj , rttrtc5 l`ndcr pelllllliv4 ('it' pot"itil'.v, I (twit t' I I it I I n:ad tho" 101cy oinw 'wd 111411 the Ilia, stated in it ;llv title to the bo"t of [m 1411(m led'-c and bidiel" 2016 Residential Permit Fee Calculation Form Effective February 2016 - August 2016 BP# 16-1626 402 Treasure Lane Type of Construction: VB SQUARE FOOTAGE, OF RESIDENCE LESS GARAGE: 1 3 144 1 square feet SQUARE FOOTAGE OF GARAGE ONLY: I 4771square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 1 3621 Isquare feet Dollar Valuation of Work: F 375,466.57] State Fee: 114.59 Permit Fee 2,668.27 Application Fee: 25.00 Plan Review Fee: F- 19126.40 Total Building Permit Fees: 1 3,934.26 Permit #: 16- 1626 Address: 402 Treasure Ln Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 3.5 Square Footage: 3621, Plumbing Fixtures: 23 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 19 Plumbing Fixture Calculation 16-1626 402 Treasure Lane Bath Tubs 3 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 4 Laundry Tubs 1 Water Heaters 1 Lavatories 5 Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - 23 REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # 16-1626 Address: 402 Treasure Lane BUILDING PERMIT Min Max Inspect on Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 DEVELOPMENT FEE WORKSHEET CITY OF SANFORD P.O. Box 1788 Sandford, FL. 32772-1788 Project Name: Permit#. I l4 Owner/Contact Person: Date: 7-13- 16 Address: =e- tvj t Phone: Type of Development: Total Bldg /units RESIDENTIAL Single Family NON- RESIDENTIAL Commercial I LOCATION City CityResident aMulti -Family I L_JIndustrial WATER NInd.Io $800 2" $976 METER: Master F13/4" T; a p M 00 Top $100 Tap 160 Tap L 36 HO- 0 H"' §10-0 R Meter Supplied by Contractor SEWER F-14ft depth [:]4.5 - Eft depth F] 6.6 - I Oft depth r_J >1 Oft depth BYContractor TAPS: 0,000 t1,60O 3,600 at Cos BExisting Tap RECLAIM Ind. F-1314" L976 METER: Master Tap 0_00 Tap $160 Tap kq.3 DTap $$410000 H"' $600 [11-5!' 140-0 Hz' _6 Meter Supplied by Contractor COMMENTS: LCT FEES (Equivalent Residential Connection (ERG) - 300 gallons per day ?G- 1, 343.00 /unit Single or Multi -Family Structure with Three (3) or more bedrooms (300GPD) k1, 007.26 /unit Mobile Home or Multi Family Structure with LESS THAN Three (3) bedrooms Estimated usage for such family units on average requires only 225GPD of water and sewer services. COMMERCIAL k1, 343.00 /ERU Fixture Unit Schedule from Southern Plumbing Code will be used. One ERU will be assessed for connection & up to twenty (20) Fixture units. Projects with greater than twenty (20) Fixture Units shall be assessed in quarter fractions (0.25) based on the first ERU. Example: Twenty-five (25) fixture units will be rated as 1.25 ERU: twenty-slk (26) fixture units will be rated 1.5 ERU. SEWER SYSTEM IMPACT FEES (Equivalent Residential Connection - 270 gallons per day (GPD) RESIDENTIAL k3, 025.00 /unit Single or Multi -Family Structure with Three (3) or more bedrooms (300GPD) A2, 268.76 /unit Mobile Home or Multi Family Structure with LESS THAN Three (3) bedrooms This is based on judgmentlassumption, that such family units on average require 76% of water and sewer service of an average single family unit. COMMERCIAL.!. Industrial - Institutional 3, 026.00 /ERU Fixture Unit Schedule from Southern Plumbing Code will be used. One ERU will be assessed for connection & up to twenty (20) Fixture units. Projects with greater than twenty (20) Fixture Units shall be assessed In quarter fractions (0.25) based on the first ERU. Example: Twenty-five (25) fixture units will be rated as 1.25 ERU: twenty-six (26) fixture units will be rated 1.5 ERU. Water Impact Fees $ 1 a 14 3 0 Water Meter $ Sewer Tap .$ Recim Meter $ Sewer Impact Fees $ Meter Tap $ Street Cut $ Meter Tap $ Other $ Road Bore $ Road Bore $ Sill' Utility Director or Engineer Date DEVELOPMENT FEE WORKSHEET (Continued) CITY OF SANFORD P.O. Box 1788 Sanford, FL. 32772-1788 TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS FIXTURE TYPE DRAINAGE FIXTURE UNIT VALUE AS LOAD MINIMUM SIZE OF TRAP (inches) Automatic clothes washers, commercial a 3 2 Automatic clothes washers, residential 2 2 Bathroom group consisting of water closet, lavatory, bidet and bathtub or shower 6 n/a Bathtub (with or without overhead shower or whirlpool attachments) b 2 1 1/2 Bidet 2 1 1/4 Combination sink and tLa 2 1 112 Dental Lavatory 1 1 1/4 Dental unit of cuspidor 1 1 1/4 Dishwashing machine domestic (c) 2 1 112 Drinking fountain 1/2 1 114 Emergency boor drain 0 2 Standard Floor drains Lal 2 Footnote (a) Kitchen sink, domestic Qa 2 1 1/2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 1 1/2 Laundry tray 1 or 2 compartments 2 1112, Lavato 1 Shower compartment, domestic 2 2 Sink (a 2 1 112 Urinal 4 Footnote (d) Urinal,1 gallon per flush or less 2e Footnote d) Wash sink circular or multiple) each set of faucets 2 1 1/2 Water closet, flush-o-meter tank, public or private 4c Footnote (d) Water closet, private installation 4 Footnote (d) Water closet, public Installation 6 Footnote (d) For SI: I inch = 25.4 mm,1 gallon = 3.785 I.. a) For traps larger than 2 inches, floor sinks and trench type drains use Table 709.2. (Add one fixture unit value (per trap size) for every 10ft of trench drain) b) A showerhead over a bathtub or whirlpool bathtub attachments does not Increase the drainage fixture unit value. c) See section 709.2 through 709A for methods of computing unit value of fixtures not.listed In Table 709.1 or for rating of devices intermittent flows. d) Trap size will be consistent with the fixture outlet size. e) For the purpose of computing loads on building drains and sewers, water closets or urinals shall not -be rated at a lower drainage fixture unit unless the lower values are confirmed by testing. TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS FIXTURE DRAIN ORTRAP SIZE DRAINAGE FIXTURE UNIT ilnR 1 1/4 M iAs.i.g1ITwT 1 1 112 2 2 3 2 112 4 3 5 4 6 COMMERCIAL — INDUSTRIAL — INSTITUTIONAL FEE CALCULATION: Total ERU(s) : Total F.U. divide by 20 = ERU(s) Water impact Fee: 1343 x ERU(s) = $ Sewer Impact Fee: jj0L2§ x ERU(s) = $ Impact Fees Effective: Oct 1, 2008 SCPA Parcel View: 21-19-30-5TT-0000-0260 http://parceidetail.scpafl.org/PareelDetaillnfo.aspx?PID=2119305TT00000260 Property Record Card Parcel: 21-19-30-5TT-0000-0260 Owner: TAYLOR MORRISON OF FL INC Property Address: 402 TREASURE LN SANFORD, FL 32771 Parcel Information Parcel 21-19-30-5TT-0000-0260 Owner TAYLOR MORRISON OF FL INC Property Address 402 TREASURE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 1 Tax District SI-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions t4V cr) A*Wlk AWAk 00 of Z1 0 Legal Description Value Summary 2016 Working 2015 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 48,500 43,500 Land Value Ag Just/Market Value 48,500 43,500 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 650 0 P&G Adj 0 0 Assessed Value 47,850 43,500 Seminole County GIS Tax Amount without SOH: $885.29 2015 Tax Bill Amount $885.29 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Nn, 1 of 3 6/8/2016 12:59 PM of -Way UseApplicationforRight for Driveway, Walkway & Landscape 1) 1ID, Department of Planning & Development ServicesPOR , 1877 — www.sanfordfl.gov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688,5140 Fax: 407.688.5141 This permit authorizes work to be done 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. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. MW ww's below. Call Defare you dig. 1. Project Location/Address 2, Proposed Activity: Driveway Walkway Other: 1 Schedule of Work: Start Date Completion Date El Emergency Repairs 4, Brief Description of Work: oWIWAVA Y oE6:K AL& Mied by. Print Name: or Maintenance Responsibilities/indemnification The Requester, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto, Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requester does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requesters property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councitpersons, agents, servants, or employees 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, lhave read I hereby understand and Signature: id the above statement and by signing this application I agree to its tarrinis. all city fees related to this application as required by the city's adopted Fee Resolution. Date: 4, This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 64011 24 hours in advance to schedule a pre -pour Inspection. Pre - pour Inspection by: Date: El September Z010 ROW Use Drrveway.pdf SCPAParcel View: 2\-| U Parcel: 21-1 Owner: T7Y/LDRMORR|SONOFFLINC Property Address: 4O2TREASURE LNSANFORD'FL32771 Parcel 21- 19-30-5TT-0000-0260 Owner TAYLOR MORRISON OF FL INC Subdivision Name THORNBROOKE PHASE 1 Tax District Sl-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions Seminole County 8|S Legal Description Value Summary 2010VVorking 2015Cartified Values Values Valuation Method Cost/Market Cost/Market Number ofBuildings O O Depreciated Bldg Value Depreciated EXFTValue Land Value ( Murket) m48'500 43.500 Land Value Ag o48.500 s43.500 PortabUdyAdj Save Our Homes Adj 0 U Amendment 1Adj 850 O P&G Adj 0 O Assessed Value 847,850 S43.500 Tax Amount without SOH: $88529 2015 Tax Bill Amount $085.29 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non AdValorem Assessments FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot26ThornbrookeDgphenellIAGRE Street: 44 z_ 7Aenu44&t-o_, Builder Name: TAYLOR MORR1,5ON HOMES Permit Office: A If VCity, State, Zip: FL Permit Numbe '70 Owner: Jurisdiction: _69+e9@- Design Location: FL, Orlando cs';Ir 154*'.) 1. New construction or existing New (From Plans) 9. Wall Types (2805.0 sqft,) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1377.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1222.70 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 205.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft, 10. Ceiling Types (1460.0 sqft,) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1460.00 ft' 6. Conditioned floor area above grade (ft') 2600 b. N/A R= ft2 Conditioned floor area below grade (ft') 0 c. NIA R= ft, 11. Ducts R ft' 7. Windows(378.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 290.6 a. U-Factor: Dbl, U=0.34 197.33 ft2 b. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 229A SHGC: SHGC=0,29 b. U-Factor: Dbl, U=0.34 78.85 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.26 a. Central Unit 23A SEER:15.00 b. Central Unit 17.6 SEER:15,00 c. U-Factor: Dbl, U=0.58 72.00 W SHGC: SHGC=032 13, Heating systems kBtu/hr Efficiency d. U-Factor: other (see details) 30,00 ft' a. Electric Heat Pump 24.0 HSPF:8.50 SHGC: other (see details) b. Electric Heat Pump 17.8 HSPF:8.20 Area Weighted Average Overhang Depth: 6.463 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (2600.0 sqft.) Insulation Area EF: 0.950 a, Slab -On -Grade Edge Insulation R=O.O 1453.00 ft2 b. Conservation features b. Floor Over Other Space R=0,0 1147.00 ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.145 Total Proposed Modified Loads: 69.12 PASSTotalBaselineLoads: 71.48 I hereby certify that the plans and specifications covered by Review of the plans and S7,4j this calculation are in compliance with the Florida Energy specifications covered by this zzZ Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: 5/12/16 this building will be inspected for 1:4 compliance with Section 553.9108 I hereby certify that this building, as designed, is in compliance Florida Statutes. 46, with the Florida Energy Code. OWNERI#',, O'D WE BUILDING OFFICIAL: DATE: 4 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.050 Qn for whole house. 5/12/2016 1:58 PM EnergyGauge®R USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot26Thom brooke Daphene I I I Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2600 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: TAYLOR MORRISON HOME Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97,5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL—ORLANDO—INTL—AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1453 13512.9 2 Block2 1147 10323 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1 st Floor 1453 13512,9 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1147 10323 No 0 3 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 1st Floor 130.9 It 0 1453 ft2 0,51 0 0.49 2 Floor Over Other Space 2nd Floor ---- ---- 1147 W 0 0.1 0 0.9 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor, Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1633 ft' 366 ft2 Medium 0.85 N 0,85 No 0 26,6 ATTIC V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1460 ft2 N N 5/12/2016 1:58 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING V# Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic Vented) 2nd Floor 30 1460 W 0.11 Wood WALLS Adjacent cavity Width Height Sheathing Framing Solar Below V # Ornt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 N Exterior Frame - Wood 2nd Floor 13 36 6 9 0 328,5 ft2 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul 1st Floor 41 36 6 9 4 340.7 ft' 0 0 0.6 0 3 E Exterior Frame - Wood 2nd Floor 13 40 0 9 0 360.0 ft2 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 18 0 9 4 168.0 ft' 0 0 0.6 0 5 S Exterior Frame - Wood 2nd Floor 13 36 6 9 0 328.5 ft' 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 36 6 9 4 340,7 ft' 0 0 0-6 0 7 W Exterior Frame - Wood 2nd Floor 13 40 0 9 0 360.0 ft' 0 0,23 0.6 0 8 W Exterior Concrete Block - Int Insul 1st Floor 4.1 40 0 9 4 373.3 ft2 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 22 0 9 4 205.3 ft2 0 0.23 0.01 0 Ornt DoorType Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood 1st Floor None .46 3 8 24 ft2 2 Wood 1st Floor None .46 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Ornt ID Frame Panes NFRC U-Factor SHGC 1 n 1 Metal Low-E Double Yes 0.34 0.29 2 n 2 Metal Low-E Double Yes 0.34 0.29 3 n 2 Metal Low-E Double Yes 0.34 0.29 4 e 3 Metal Low-E Double Yes 034 0.26 5 e 3 Metal Low-E Double Yes 0.34 0.26 6 e 4 Metal Low-E Double Yes 0.34 0.26 7 e 4 Metal Low-E Double Yes 0.37 0.28 8 S 6 Metal Low-E Double Yes 034 0.29 9 w 7 Metal Low-E Double Yes 0.34 0.29 10 w 7 Metal Low-E Double Yes 035 0.31 11 w 8 Metal Low-E Double Yes 0,34 0.29 12 W 8 Metal Low-E Double Yes 0.58 0.32 Overhang Area Depth Separation Int Shade Screening 15.0 ft' 1 It 0 in 1 ft 6 in Drapes/blinds None 16.3 It' 1 ft0in 11 ft 8 in Drapes/blinds None 19.4 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 10.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds None 30.0 ft' 1 ft 0 in 1 It 6 in Drapes/blinds None 38.9 ft' 9 ft 0 in 0 ft 6 in Drapes/blinds None 8.0 111 9 ft 0 in 0 It 6 in None None 19.4 It' 1 ft0in 11 ft 8 in Drapes/blinds None 30,0 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds None 22.0 W 1 ft 0 in 1 It 6 in None None 971 ft' 11 ftO in 0 ft 0 in Drapes/blinds None 72,0 ft' 11 ftO in 0 ft 0 in None None 5/12/2016 1:58 PM EnergyGauge®R USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE V9 Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 477 ftz 384 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000291 1986.3 109.05 205.08 .2618 5 HEATING SYSTEM V# System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 24 kBtu/hr 1 Sys# 1 2 Electric Heat Pump Split HSPF:8.2 17.8 kBtulhr 2 sys#2 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 23A kBtu/hr cfm 0.75 1 sys#1 2 Central Unit Split SEER: 15 17.6 kBtu/hr cfm 0.75 2 sys#2 HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS V Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool 1 Attic 6 290.6 ft Attic 72.65 ft Proposed Qn Garage --- cfm 72.7 cfm 0.05 0.60 1 1 2 Attic 6 229.4 ft Attic 57.35 ft Proposed On 2nd Floor --- cfm 57.4 cfm 0.05 0.60 2 2 5/12/2016 1:58 PM EnergyGauge(R,) USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin r[ ]j Jan j Feb rr j Mar j Apr Ma Jun Jul Au Se [[ Oct NovDec Heating X] Jan jXj Feb Mar[ Apr II MayJXJ Jun Julxl AujXjXj Sep Oct NovX} HX Dec Ventin j Jan j Feb X] Mar A r May Jun Jul Aug Se [ l Oct Nov 1 Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/12/2016 1:58 PM EnergyGauge© USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. I , FL, 1. New construction or existing 2. Single family or multiple family 1 Number of units, if multiple family 4. Number of Bedrooms 5. Is this'a worst case? 6. Conditioned floor area (W) 7. Windows- Description a. U-Factor: Dbl, U=0,34 SHGC: SHGC=0,29 b. U-Factor: Dbl, U=034 SHGC: SHGC=0.26 c, U-Factor: Dbl, U=0.58 SHGC: SHGC=0,32 d. U-Factor: other (see details) SHGC: other (see details) Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13,0 1377,00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1222.70 ft' 1 c. Frame - Wood, Adjacent R=110 20533 ft' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1460.00 ft' 2600 b. N/A R= W Area c. N/A R= ft' 11. Ducts R ft' 197.33 ft' a. Sup: Attic, Ret: Attic, AH: Garage 6 290.6 b. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 229A 78.85 ft' 12. Cooling systems kBtu/hr Efficiency 72.00 ft' a. Central Unit 23A SEER:15.00 b. Central Unit 17.6 SEER:15,00 30.00 ft, 13, Heating systems kBtu/hr Efficiency a. Electric Heat Pump 24.0 HSPF:8.50 6.463 ft. b. Electric Heat Pump 17.8 HSPF:8.20 0.290 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1453.00 ft' b. Floor Over Other Space R=0.0 1147.00 ft' c. N/A R= ft, 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a ew EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home:4.4Z---//4W44e, yCit4dAoe / L Zip: Cap: 50 gallons EF: 0.95 Pstat ji"AE S 4V 0 Z 4 FIA 0. 01.4W-00-A.-K, Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303,1 .3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/12/2016 1:58 PM EnergyGaugeO USA - FlaRes2014 - Section R405,41 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot26ThombrookeDapheneIIIAGRE Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, State, Zip: FL, Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material, Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 5/12/2016 1 i58 PM EnergyGauge(R) USA - FlaRes2014 Section R405,4,1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include 0 This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405,3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). 0 Energy Performance Level (EPL) Display Card (one page) 0 Mandatory Requirements(three pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report(usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 5/12/2016 1:57:58 PM EnorgyGauge(R) - USRCSB v4.0 Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot26ThornbrookeDaphene]IIAGRE Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 1 Duct Test Time: Post Construction Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide by Leakage ( Total Conditioned Floor Area) Qn,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by 0-, T11E S7, 'I testing to Section 803 of the RESN 6T Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: 5/12/2016 1:58 PM EnergyGauge& USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot26ThornbrookeDaphenellIAGRE Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): Single or Multi Point Test Data HOUSE PRESSURE FLOW: ELA: EqLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g, (50 Pascals), Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping OF other infiltration control measures, 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open: 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 5/12/2016 1:58 PM EnergyGaugeO USA - FlaRes2014 - Section R405,4.1 Compliant Softwar Page 1 of 1 wrightsoW Manual S Compliance Report ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 GODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR,COM For: TAYLOR MORRISON HOMES Job: Lot26ThornbrookeDaph Date: 5/28/2015 By: FJF Outdoor design DB: 92.5°F Sensible gain: 17229 Btuh Entering coil DB: 75.4'F Outdoor design WB: 76.3°F Latent gain: 2604 Btuh Entering coil WB: 62.7°F Indoor design DB: 75.0°F Total gain: 19833 Btuh Indoor RH: 50% Estimated airflow: 780 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC524A**30+FB4CNP030 Actual airflow: 780 cfm Sensible capacity: 18647 Btuh 108% of load Latent capacity: 3590 Btuh 138% of load Total capacity: 22236 Btuh 112% of load SH R: 84% Heating Equipment Design Conditions Outdoor design DB: 41.7°F Heat loss: 16613 Btuh Entering coil DB: 69.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC524A**30+FB4CNP030 Actual airflow: 780 cfm Output capacity: 22189 Btuh 134% of load Capacity balance: 33 of Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 780 cfm Output capacity: 4.9 kW 100% of load Temp. rise: 55 of The above equipment was selected in accordance with ACCA Manual S. 2016-May- 12 13 39 25 wrightSOft° Righl SuileG Universal 2017 17,0,03 RSU24011 Page 1 ACCK phenellIAGRE\Lot26ThoinbrookeDaptienelliAGRE.rup Calc = MJ8 House faces F wrightsoftq Manual S Compliance Report ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON HOMES Design Conditions Outdoor design DB: 92.5°F Sensible gain: 13797 Btuh Outdoor design WB: 76.3°F Latent gain: 2495 Btuh Indoor design DB: 75.0°F Total gain: 16292 Btuh Indoor RH: 50% Estimated airflow: 587 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC518A**30+FB4CNP018 Actual airflow: 587 cfm Sensible capacity: 14289 Btuh 104% of load Latent capacity: 2761 Btuh 111% of load Total capacity: 17050 Btuh 105% of load SHR: 84% Design Conditions Outdoor design DB: 41.7°F Heat loss: 11217 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC518A**30+FB4CNP018 Actual airflow: 587 cfm Output capacity: 16545 Btuh 148% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 587 cfm Output capacity: 3.2 kW 98% of load Temp. rise: 17 OF The above equipment was selected in accordance with ACCA Manual S. Job: Lot26ThombrookeDaph... Date: 5/28/2015 By: FJF Entering coil DB: 78.2°F Entering coil WB: 64.0°F Entering coil DB: 69.0°F Capacity balance: 31 OF Economic balance: -99 OF wrightsoft, Right-901eO Unwesil 2017 17 0 03 RSU24011 2016-May-12 13:39 25 Page 2 plienelliAGRE`'Lot26ThornbrQokeDaphenell]AGRE (up Gaic --, MJ8 House faces E wrightsoft, Component Constructions Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR,COM For: TAYLOR MORRISON HOMES Job: Lot26ThornbrookeDaph Date: 5/28/2015 By: FJF Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 ( M Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15A 7.5 Fireplaces 0 Construction descriptions Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"W' wood frm, 16" o.c. stud Blk wall, stucco ext, r-2 ext bid ins, 8" thk, 1/2" gypsum board int fnsh Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o.c stud Or Area LI-value Insul R Htg HTM Loss Clg HTM Gain It' Btuh/ft-F ftl-'F/Btuh Btu h,,T Btuh Biuhffitl stuh n 314 0.091 110 2.58 807 2,34 735 e 320 0.091 13.0 2.58 824 2.34 750 s 329 0.091 13.0 2,58 846 2.34 770 W 308 0.091 110 2.58 793 2.34 722 all 1270 0.091 13,0 2.58 3271 2.34 2976 n 305 0.201 4.1 5.69 1734 4,35 1326 e 97 0.201 4.1 5,69 552 4.35 423 S 321 0.201 4.1 5.69 1827 435 1397 w 204 0.201 4.1 5.69 1161 4.35 888 all 927 0.201 41 5.69 5273 4.35 4034 187 0,091 13.0 2.58 483 1.44 270 Windows 2A-2om: 2 glazing, cir low-e outr, air gas, trill no brk frm mat, cir innr, n 1/4" gap, 1/8" thk: NFRC rated (SHGC=0,29); 50% drapes, medium; 1 it overhang (5 ft window ht, 1.5 ft sep.); 6.67 ft head ht W all 2A-2om: 2 glazing, cir low-e outr, air gas, mill no brk frm mat, cir innr, n 1/4" gap, 1/8" thk: NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 11.67 ft sep.), 6.67 It head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 11 1/4" gap, 1/8" thk, NFRC rated (SHGC=0,29),50% drapes, medium; 1 ft overhang (6.3 ft window ht, 11.67 ft sep,); 6.67 ft head ht s all 2A-2om: 2 glazing, cir low-e outr, air gas, mill no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium; 1 ft overhang (5 It window ht, 1.5 ft sep.), 6.67 It head ht e all 15 0.340 0 9.62 144 10.3 154 30 0.340 0 9.62 289 28,8 864 45 0.340 0 9.62 433 22.6 1018 16 0.340 0 9.62 157 10.3 168 19 0.340 0 9.62 187 10.3 200 19 0.340 0 9,62 187 11.8 228 39 0.340 0 9.62 374 Mo 428 10 0.340 0 9.62 96 26.4 264 30 0.340 0 9.62 289 26.4 793 40 0.340 0 9.62 385 26.4 1057 1.1 1 2016-May-12 13 3925wrightSOft' Ri,hI-SuiI.0 Universal 2017 17 0 03 RSU24011 Page I ACCK pitenellIAGRE L.ot26ThornbrookeDaphef)eIIIAGRE rup Calc ---, MJ8 House faces E 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, 0 39 0,340 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium; 9 ft overhang (6.3 ft window ht, 0.5 ft sep.), 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, e 8 0.370 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.28); 9 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 ft head ht 2B-2fm: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, w 22 0,350 1/4" gap. 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3,67 ft window ht, 1.5 ft sep.); 6,67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, w 97 0.340 1/4" gap, 1/8" thk; NFRC rated (SHGC=0,29); 50% drapes, medium: 11 ft overhang (6,3 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, w 72 0,580 1/4" gap, 1/8" thk;NFRC rated (SHGC=0.32); 11 ft overhang (8 ft window ht, 0 ft sep.); 6,67 ft head ht Doors 0 9.62 374 9.83 382 0 10.5 84 15'0 120 0 9.90 218 35,9 790 0 9.62 935 10.3 999 0 16.4 1182 16.8 1213 11 DO: Door, wd sc type e 24 0.390 0 n 18 0.390 0 all 42 0.390 0 Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 cei I ins, 1/2" 1460 0.032 30.0 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 131 0.989 11.0 265 IZO 288 11.0 197 12.0 214 MO 462 12.0 502 0.91 1322 1,74 2535 0 28.0 3664 0 0 2016-May-12 13 39 25wrightsoft, Right-SUIle6 Universal 2017 17 0 03 RSU24011 Page 2 plie(iel[IAGRE Lot261-hornbrookeDaphenel[IAGRE rup Calc = MJ8 House laces E wrightsoft- Component Constructions ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW DEL-AIR.COM For: TAYLOR MORRISON HOMES Job: Lot26ThornbrookeDaph Date: 5/28/2015 By: FJF Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain It' Btuh/111-IF ft'-'F/Btuh 81uh/ft, Bh, h Btuh/V Btu h Walls 131k wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int Insh: n 305 0,201 4.1 5,69 1734 4.35 1326 Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh e 97 0.201 4,11 5.69 552 4.35 423 s 321 0.201 4.1 5.69 1827 4.35 1397 w 204 0201 4.1 5.69 1161 4.35 888 all 927 0,201 4.1 5.69 5273 4.35 4034 Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o,c stud Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium, 1 ft overhang (5.3 ft window ht, 11,67 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht s all 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium, 9 it overhang (6.3 ft window ht, 0.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, Or innr, e 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.28); 9 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0,29) 50% drapes, medium; 11 ft overhang (6.3 ft window lit, 0 ft sep,): 6.67 ii head ht 2A-2omd: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, w 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.32), 11 It overhang (8 ft window ht, 0 0 sep.); 6.67 ft head ht 187 0,091 110 2.58 483 1,44 270 16 0.340 0 9.62 157 10.3 168 19 0.340 0 9,62 187 10.3 200 19 0.340 0 9,62 187 11.8 228 39 0.340 0 9.62 374 11.0 428 39 0.340 0 9.62 374 9.83 382 8 0.370 0 10,5 84 15,0 120 97 0.340 0 9.62 935 103 999 72 0.580 0 16.4 1182 16.8 1213 wrightSOft' Righ[-SutteQD Universal 2017 17 0 03 RS024011 2016-May 12 13 39 25 ACCk pheneillACREVLot26ThornbrookeDaf)henelliACRE rup Calc = MJ8 Home faces E Page 3 Doors 11 DO: Door, wd sc type Ceilings none) Floors 22A-tpl: Bg floor, light dry soil, on grade depth e 24 0.390 0 11.0 265 12.0 288 n 18 0.390 0 11.0 197 IM 214 all 42 0.390 0 MO 462 12.0 502 131 0M9 0 28.0 3664 0 0 2016-May-12 13 39 25wrightsoft' Rqhl-SutteO Umversal 2017 17 0 03 RSU24011 Page 4 phenell[AGRE'l-o12641ioriit)rookeL)aphenelliAGRE rup GaIc = MJ8 House laces E wrightsoft- Component Constructions ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333,3853 Web: WWW,DEL-AIR.CQM For: TAYLOR MORRISON HOMES Job: Lot26ThombrookeDaph Date: 5/28/2015 By: FJF Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 280N Outdoor: Heating Cooling Dry bulb (OF) 42 93 Daily range (OF) - 17 M Wet bulb (OF) - 76 Wind speed (mph) 15.0 7.5 Indoor: Heating Indoor temperature (OF) 70 Design TD (OF) 28 Relative humidity 30 Moisture difference (gr/lb) 1.5 Infiltration: Method Simplified Construction quality Average Fireplaces 0 Cooling 75 18 50 46.4 Construction descriptions Or Area Ll-value Insult R Htg HTM Loss Clg HTM Gain ft, BtuhW-'F W-T/Btuh BtuhV Btu h stuh/ft, Btu h Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 314 0.091 13.0 2.58 807 2.34 735 fnsh, 2"x6" wood frm, 16" o.c. stud e 320 0.091 13.0 2.58 824 2.34 750 S 329 0,091 13.0 2.58 846 2.34 770 W 308 0.091 13.0 2.58 793 2.34 722 all 1270 0,091 13.0 2.58 3271 2.34 2976 Partitions none) Windows 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, n 15 0.340 0 9.62 144 10.3 154 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5 ft window ht, 1.5 ft sep.); 6,67 ft head ht W 30 0.340 0 9.62 289 28,8 864 all 45 0.340 0 9.62 433 22.6 1018 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, e 10 0.340 0 9.62 96 26.4 264 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium; I ft overhang (5 ft window ht, 1.5 ft sep.); 6.67 ft head ht e 30 0.340 0 9.62 289 26.4 793 all 40 0.340 0 9.62 385 26.4 1057 2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 22 0350 0 9.90 218 35.9 790 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3.67 ft window ht, 1.5 ft sep.); 6.67 ft head ht Doors none) Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 cell ins, 1/2" 1460 0.032 30.0 0.91 1322 1.74 2535 gypsum board int fnsh Floors none) wrightsoft, Right-SuileO Universal 2017 17.0M RSU24011 2016-May-12 13:39:25 A C' Page 5 phenelliAGRE1Lo(26ThornbrookeDaphenelliAGRE.rup Calc = MJ8 House laces E wrightsoft, Entire House DEL -AIR HEATING & AIR CONDITIONING m`ou0000WAY, SAmpono,ao27r,pho"e^m*oae66nFax: ^m-3o3-o85u WeoWWw.osL-m*.00m For: T70LORMORR| SONHOMES Nu RVSD11 4/15JA RVSD5/12/ 1SJA Design Information Weather: Orlando Intl AP, FL, US Job: Date: 5/ 28/205 By; FJF Winter Design Conditions Summer Design Conditions Outsidodb 42 IF Ouaidodb 93 OF noidedb 70 OF |noidedb 75 IF iDsmignTD 28 , F DaoignTD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/|b Heating Summary Sensible Cooling Equipment Load Sizing Structure 24289 Btuh Structure 25787 Btuh Ducts 3541 Btuh Ducts 5239 Btuh Cont/al von! (Odm) 0 Btuh Central vent (0ufm) O Btuh Humidification 0 Btuh 8|mwex 0 Btuh piping O Btuh Equipment load 27830 Btuh Use manufacturer's data y Rate/swing | 1.00 Infiltration Equipment sensible load 31026 Btuh K4a1hod Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3946 Btuh Ducts 1153 Btuh Heating Cooling Cent/al fm) 0 Btuh A (ft2 2000 2600 Equipment latent load 5089 Btuh uduma(yp) 28762 28762 Air / 041 0.21 Equipment total load 36125 Btuh Equiv. AVF ( dm) 183 94 Req. total capacity at0.7OSHR 17 m Heating Equipment Summary Cooling Equipment Summary k1oke n/ a N1oka n/a Trade n/ a Trade n/a Model n/ a Cond n/a AHR| ref. n/a Coil n/a AHR|rsf. n/a Efficiency n/ a Efficiency n/a Heating input Sensible cooling O Btuh Heating output 0 Btuh Latent cooling O Btuh Temperature rise O OF Total cooling O Btuh Actual air flow O ofm Actual air flow U ofm Air flow factor O cfm/Btuh Air Umm factor O ofrn/EUuh Static pn» sure O inH20 Static pressure O inH2OSpace thermostat n/aLoadsensibleheatratio0CalculationsapprovedbyACCAto meet all requirements of Manual J8thEd. wrightsofts Project Summary DEL -AIR HEATUNG& AIR CONDITIONING mn000/ncoWAY, u^wpono.n-o27r Phone: wn-3o3-e66sFax: *mao3-umu Wem.wwwosL-mn.omw For: TAYLORMORR| SONHOMES Notes: RVSU11/ 24/15JA RVSD 5/ 12116JA Design Information Weather: Orlando Intl AP, FL, US xuu: LuMTxnmumnxeoapx- omw 5/ 28/205 By: FJF Winter Design Conditions Summer Design Conditions Dutsidedb 42 , F Outsidedb 83 OF nuidodb 70 OF |naidodb 75 OF DenignTD 28 OF DooignTD 18 OF Daily range K8 Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 15655 Btuh Ducts 858 8tuh Central vent ( Odm) 08tuh Humidification O EUuh Piping O Btuh Equipment load 16613 Btuh Infiltration Method Construction quality Fireplaces Average Simplified Heating Cooling Area 1453 1453 Volume ) 13G22 13622 changes/hour 0.38 0.18 Equiv, AVF ( cfm) 88 44 Heating Equipment Summary Make Carrier Trade CARRIER Model 25HBC524A* 30 AHR|/ef 5950208 5HSPF 24000 Btuh @ 470F 28 F 780 cfm 0.047 ofn/8tuh Sensible Cooling Equipment Load Sizing Structure 16288 B1uh Ducts 939 Btuh Central vent ( Oofm) 0 8tuh 8|mwox 0 Ekuh Use manufacturer' s data y Rate/swing multiplier 1.00 Equipment sensible load 17229 Btuh Latent Cooling Equipment Load Sizing Structure 2385 Btuh Ducts 219 Ekuh Central cf 0 8tuh Equipment latent load 2604 Btuh Equipment total load 18833 8tuh Req. total capacity at 0.75 SHR 1.9 ton Cooling Equipment Summary Make Cmhm Trade CARRIER Cond 25HBC524A^* 30 Coil FB4CNP030 AHR|re( 5950208 Efficiency 12. 5EER.15SEER Sensible cooling 17550 Btuh Latent cooling 5850 Btuh Total cooling 23400 8tuh Actual air flow 780 c|m Air flow factor 0045 o[oVBtuh Static pressure 0,30 inH20 Load sensible heat /oikz 0,87 Calculations approved byACCAiumeet all requirements cdManual J8thEd. 1 w«V mna°, omnwo 'r ~ pwo,aammu"~ e" uo// /rou`pmwmv Page 1 ProjectSuK ary ahu 2 DEL -AIR HEATING @ AIR CONDITIONING xvom»unoWAY, SAmpono,aoonPhone: ^m-3o3-c665Fax: wr-3vvo85s We*.wwwusL-mn.00w For: T7YLORM0RR|SDNHOMES Notes: RVSDU/24/ 15JA RVSD 5/12/ 16 JA Weather: Orlando Intl AP, FL US Jvu' Lot26Txomummxooap»— uate: 5/28/ 205 By: FJF Winter Design Conditions Summer Design Conditions Dutsidodb 42 OF Dutsid*db 83 OF nuidodb 70 OF > nuidedb 75 OF iDeaignTD 28 OF DeoignTD 18 ,F Daily range W Relative humidity 50 % Moisture difference 46 gr/|b Heating Summary Structure 8634 Btuh Ducts 2583 Btuh Central vent (Uofm) 0 Btuh iHumidification O Btuh Piping 0 Btuh Equipment load 11217 Ehuh Infiltration Method Simplified Construction quality Average Fireplaces O Heating Cooling Area 1147 1480 v Vo meP> 13140 13140 Air 0.44 0. 23 1Equiv. AVF (cW) 97 50 Heating Equipment Summary Make Carrier Trade CARRIER Model 25HBC518A`* 30 AHR| eA 5850205 Efficiency ! 82HSPF Heating input iHeating output 17800 Btuh @ 47'F Temperature iue 28 OF Actual air flow 587 ohn Air flow factor 0052 ofxV8tuh Static pressure 0.40 inH2U Space thermostat Sensible Cooling Equipment Load Sizing Structure 9497 BNh Ducts 430 Btuh Central vent (0ofm) O Btuh Blower O Btuh Use manufacturer's data y Rate/swing multiplier1,00 Equipment sensible load 13797 Btuh Latent Cooling Equipment Load Sizing Structure 1560 Ehuh Ducts 834 Exuh Central vent (Oofm) 0 8tuh Equipment latent load 2495 B1uh Equipment tot||oad 16282 8tuh Req. total capacity at 0.75 SHR 1.5 ton Cooling Equipment Summary Make Carrier Trade CARRIER Oond 25H8C518A`* 30 Coil FB4CNP018 AHR|ref 5950205 Efficiency 12.5EER. 15SEER Sensible cooling 13200 B\ uh Latent cooling 4400 Btuh Total cooling 17800 Btuh Actual air flow 587 ofm Air flow factor 043 o(o/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.85 Calculations approved byACCAtomeet all requirements of Manual J8thEd. wrightsoft, Right-JO Worksheet Job: Lot26Thorn b rookeDaphenel Entire House Date: 5/28/2015 By: FJF DEL -AIR HEATING & AIR CONDITIONING 31 UUJASUU WAY, tiANt'UKU, t-L J21/1 Vn0ne 40(-jJ3-2bbb Fax: 40/-jjJ-3bi Wet): VVVVVV.L)tL-A1H.UUM 1 Room name Entire House ahu 1 2 Exposed wall 283.9 It 130.9 At 3 Room height 9.2 11 9.3 It 4 Room dimensions 5 Room area 2920.0 It' 1460.0 ft2 Ty Construction U-value Or ATM Area (ft2) Load Area (It2) Load number Btuh/ftl-'F) Btuh/fil) or perimeter It) Btuh) or perimeter ft) Btuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-0sw 0,091 n 2,58 2,34 329 314 807 735 0 0 0 0 n 9.62 10.28 15 0 144 1, 54 0 0 0 0 Blk wall, stucco ext 0,201 n 5.69 4.35 341 305 1734 1326 341 305 1734 1326 2A-2orn 0.340 n 9.62 1028 16 0 157 168 16 0 157 168 11 2A-2om 0,340 n 9.62 10,28 19 0 187 200 19 0 187 200 1v 1 2C. , 6s(v 0.091 e 2.58 2,34 360 320 824 750 0 0 0 0 r 2A-2om 0.340 e 9.62 26,42 10 0 96 264 0 0 0 0 2A.2o. 0,340 e 9.62 26,42 30 0 289 793 0 0 0 0 B I k wall, stucco ext 0.201 e 5,69 4.35 168 97 552 423 168 97 552 423 2A-2orn 0.340 e 9.62 9,83 39 39 374 382 39 39 374 382 2A-2orn 0.370 e 10.47 15.04 8 7 84 120 8 7 84 120 11DO 0.390 e 11.04 11.99 24 24 265 288 24 24 265 288 0,0911 s 2.58 2.34 329 M 770 0 Q,, Q 0 t-G Blk wall, stucco ext 0.201 s 5.69 4,35 341 321 1827 1397 341 321 1827 1397 2A-2orn 0,340 s 9,62 11.75 19 0 187 228 19 0 187 228 12C-0sw 0M1 w 2.58 2.34 360 308 793 722 0 0 0 0 2A-2om 0.340 w 9,62 28.79 30 0 289 864 0 0 0 0 2B-2frn 0,350 w 9.90 35.90 22 0 218 790 0 0 0 0 Blk wall, stucco ext 0.201 w 5.69 4.35 373 204 1161 888 373 204 1161 888 2A-2orn 0.340 w 9.62 10.28 97 97 935 999 97 97 935 999 2A-2omd 0.580 w 16,41 16.85 72 72 1182 1213 72 72 1182 1213 12C-0sw 0M1 2.58 1.44 205 187 483 270 205 187 483 270 0.390 n 11,04 11,99 18 18 197 214 18 18 t97 214 C 166-30ad Q.Q32 0.91 1,74 1460 1460 13122 2535 0 0 0 0 MI 27.99 0.00 1Q60 131 3664 0 , 14430 101 W 0 6 c) A ED excursion 3333 3163 Envelope loss/gain 18616 198251 12987 11279 12 a) Infiltration 5673 1797 2668 845 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 5 1150 Appliances/other 3015 3015 Subtotal (lines 6 to 13) 1 24289 25787 156551 16289 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 24289 25787 15655 16289 15 Duct loads 1 15% 2011 3541 5239 6,/.l 6% 958 939 Total room load 27830 31026 16613 17229 Air required (cfm) 1367 1367 780 780 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk vvriiightsolft, 2016-May-12 13 39 25 Right-SuiteO Universal 2017 17 0.03 RSU24011 Page 1 pheiielliAGRE Lot26ThofnbrookeDaphe,ielliACRF rup Cialc = MJ8 House faces E wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 3,51 UUURJUU WAY, Z)ANVUMU, t-L U111 U-none: 4U1-JjJ-e0W t-aX: 4UI-jJ3-JRRM VVeD: VVVVVV.UtL-A1M.(JUM Job: Lot26ThornbrookeDaphenel Date: 5/28/2015 By: FJF I Room name ahu 2 2 Exposed wall 153.0 It 3 Room height 9.0 It 4 IRoomdimensions 5 Room area 1460.0 ft2 Ty Construction U-value Or HTM Area (w) Load Area Load number 13tuh/lt2--F) Btuh/ft2) or perimeter ((t) BtLih) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.58 2.34 329 314 807 735 2A,2om 9.62 10.28 1 5 61k wall, stucco ext 0.201 n-,, n 5.69 4.35 0 O 0 144__ 0 11.54 b 2A-2om 0.340 n 9.62 10.28 0 0 0 0 11 2A -2om 0.340 n 9.622 10.28 0 0 0 0 12C-Osw 0,091 e 2.58 Z34 366 320 824 750 2A-2om 0.340 e 9.62 26.42 10 0 96 264 2A-2om 0_340 e 9*62 26,42 30 0 M 793 Elk wall, stucco ext 0.201 e 5.69 4.35 0 0 0 0 2A-2orn 0.340 e 9.62 9.83 0 0 0 0 2A-2om 11DO 12C-Osw 0.370 0.390 0.091 e e s 10.47 11.04 2.58 15.04 11.99 2.34 0 0 329 0 0 329 0 0 846 0 0 7710 1 1 t--G Blk wall, stucco ext 0.201 s 5.69 4.35 0 0 0 0 2A-2om 0.340 s 9.62 11.75 0 0 0 0 W 12C-Osw 0.091 w 2.58 2.34 360 308 793 722 T - 2A-2om 0.340 w 9.62 28.79 30 0 289 864 0,350 w 9.90 35.90 22 0 218 790 Blk wall, stucco ext 0.201 w 5.69 4.35 0 0 0 0 2A-2om 0.340 w 9.62 10.28 0 0 0 0 2A-2omd 0.580 w 16.41 16.85 0 0 0 0 120-Osw OMI 2.58 1.44 0 0 0 0 11DO 0.390 n, 11.04 111.99 0 0 0 0 16B -30ad 0M2 0.9I 1.74 1460 1460 1322 2535 0,989 27.99 0. 00 0 0. 0 61 c) AED excursion 1 1 170 Envelope loss/gain 5629 8545 12 a) Infiltration 3006 952 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 1 01 1 Subtotal (lines 6 to 13) 8634 94971 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 8634 9497 15, Duct loads 30% 45% 2583 4300 1 Total room load 11217 13797 Air required (cfm) 587 587 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vierightsc3ft- Right-SuileO 7Universal201710,03 RSU24011 2016- May-12 13:39 25 Page 2 phenellIAGRELo[ 26ThornbrookeDapheriellIAGRE cup Calc .= MJ8 House laces: E wrightsoft' Right-J® Worksheet ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 COUISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 26ThornbrookeDaphenel... Date: 5/28/2015 By: FJF 1 Boom name ahu i mstr rm 2 Cxposed wall 130.9 If 28.5 It 3 Room height 9.3 It 9.3 It heat/cool 4 Room dimensions 1.0 x 249.8 If 5 Room area 1460.0 ft2 249.8 W Ty Construction U-value Or HTM Area (w) Load Area (ft2) Load number Btuh/ft2-°F) 6tuh ftT} or perimeter (ft) Btuh) or perimeter (ft) 6tuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vlt 12C-Osw 0.091 n 0,00 0.00 0 0 0 0 0 0 0 0 2A-2om,,.., 0,00 0.00 0 0 0 0 9 0 0 0. Blk wall, stucco ext 0-140 0.201 0, n 5,69 4.35 341 305 1734 1326 149 130 739 565 2A-2om 0.340 n 9.62 10.28 16 0 157 168 0 0 0 0 11 2A-2om 0.340 n 9.62 10.28 19 0 187 200 19 0 187 200 12C-0sw 0,091 a 0.00 0,00 0 0 0 0 0 0 0 0 2A-2om 0.340 e 0,00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 e 0.00 0.(K} 0 0 0 0 0 u. „0 0 0 Blk wall, stucco ext 0.201 e 5,69 4.35 168 97 552 423 0 0 6 0 2A-2om 0.340 e 9,62 9.83 39 39 374 382 0 0 0 0 2A-2om 0.370 e 10,47 15.04 8 7 84 120 0 0 0 0 11DO 0.390 e 11.04 11.99 24 24 265 288 0 0 0 0 W„ 12C•Osw, 0.091 s 0.00 Q.00 0 0 0 0 0 0 0 0 U t Blk wall, stucco ext 0.201 s 5.69 4.35 341 321 1827 1397 0 0 0 0 L---G 2A-2om 0.340 s 9.62 11.75 19 0 187 228 0 0 0 0 12C-Osw 0,091 w' 0,00 0.00 0 0 0 0 0 0 0 0 2A•2om 0.340 w 0,00 0.00 0 0 0 0 0 0 0 0 2B-2fm 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 Blk wall, stucco ext 0 201 w" 5.69 4:35 373 204 1161 M8 11'7 58 332 254 2A-2om 0.340 w 9.62 10.28 97 97 935 999 58 58 561 599 2A-2omd 0.580 w 16.41 16.85 72 72 1182 1213 0 0 0 0 R 12c-0sw 0.091 2.51 1.44 205 187 483 270 0 0 0 0 L---D 11 p0 Q.390 n 11.04 11.99 18 18 197 214 0 0 0 0 n ns9 o nn n on n n n n n n n 0 6 c) AED excursion 31631 1103 Envelope loss/gain 12987 11279 2616 2720 12 d) Infiltration 2668 845 580 184 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 1 230 Appliances/other 3015 600 Subtotal (lines 6 to 13) 1 15655 16289 3196 3734 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15655 16289 3196 3734 15 Duct loads 6 % 6% 958 939 0 % 0% 0 0 Total room load 16613 17229 3196 3734 Air required (cfm) 780 780 150 169 Calculations apgroved by ACCA to meet all requirements of Manual J 8th Ed. W rigt-1tSoft' 2016-May-12 13-.39.25 Right-SuitOD Universal 2017 17 0 03 RSU24011 Page 3 phenelIIAGRElLot 26ThornbrookeDaphenelIIAGRErun Calc = MJ8 House faces: E wrightsoft, Right-JO Worksheet Job: Lot26ThornbrookeDaphenel ahu 1 Date: 5/28/2015 By: FJF DEL -AIR HEATING &AIR rr)Kin1T1nN11Nr. 331 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407333-3853 Web: WWW.DEL-AIR.GOM I Room name mstr bth mstr wic 2 Exposed wall 10.9 It 9.5 It 3 Room height 9.3 It heat/cool 9,3 It heat/cool 4 Room dimensions 1'0 x 111,3 It 1,0 x 47.0 If 5 Room area 111.3 It2 47,0 (tz Ty Construction U-value Or HTM Area (w) Load Area (w) Load number BtUW(t2_'F) Efluh/ftl) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool I Gross N/P/S Heat Cool Gross ---N-/P/-S Heat Cool 6 12C-Osw OMI n 0100 0.00 0 0 0 0 0 0 0 0 0,3401 1n OM Ago 0 0 0, o 0 0 0 0 wall, stucco ext 0,201 n 5.69 4.35 103 86 491 375 89 89 504 386 T=Blk 2A-2om 0.340 n 9.62 10,28 16 0 157 168 0 0 0 0 11 2A-2om 0,340 n 9.62 10.28 0 0 0 0 0 0 0 0 I 2C'Osw 0.091 e 0100 0100 0 0 0 0 0 0 0 0 2A-2om 0.340 e 0,00 OM 0 0 0 0 0 0 0 0 2A-2om 0 M e 000 000 0 0 0 0 0 0 0 0 wall,' stucco ext 0.201 1 e 5.69 4.35 0 0 0 0 0 0 0 G 2A-2orn 0.340 e 9,62 9.83 0 0 0 0 0 0 0 0 2A-2om 0.370 e 10.47 15,04 0 0 0 0 0 0 0 0 D HDO 0.390 e 11.04 11.99 0 0 0 0 0 0 0 0 V 12C70SW 0,091 S 0.00 0,00 0 0 0 0- 0 0, 0 v Bik wall, stucco ext 0,201 s 5,69 4.35 0 0 0 0 0 0 0 0 r 2A-2om 0,340 s 9,62 11,75 0 0 0 0 0 0 0 0 v 120-Osw 0.091 w Uo 0.00 0 0 0 0 0 0 0 0 G 2A-2om 0,340 w 0.00 0.00 0 0 0 0 0 0 0 0 G 2B-2fm 0,350 w 0,00 0,00 0 0 0 0 0 0 0 0 V Elk wall, 'stucco , , ext 0. 1 201 w 5 1 . 69 4.355 0 0 0 6 b b 0 0 G 2A-2om 0,340 w 9.62 10.28 0 0 0 0 0 0 0 0 G 2A-2omd 0.580 w 16.41 16.85 0 0 0 0 0 0 0 0 12C-Osw 0.091 2,58 1,44 107 107 276 1155 0 0 0 0 7-wQ Q., 390 n 11,04 111 99 0 0 A, 0 0'' 9 1 0 168 -30ad 0.00 0.00 0 0 0 o o 0 0 010.032 0,989 27.99 0.00 111 306 47 10 2616 0 I I I I 1 1 6 c) A ED excursion 8 5 Envelope loss/gain 1230 690 770 381 12 a) Infiltration 224 71 193 61 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 to Applianceslother 01 1 0 Subtotal (lines 6 to 13) 1 1454 7611 964 442 Less external load 0 0 0 0 Less transfer 0 0 0 0 14 Redistribution Subtotal 0 1454 0 761 0 964 0 442 15 Duct loads 0% 0% 0 0 0%1 0% 0 0 Total room load 1454 761I I 964 442 Air required (cfm) 68 341 45 20 Calculations aperoved by ACCA to meet all requirements of Manual J 8th Ed. jo- vvrilqhtsakft- 2016-May-12 13 39 25 Righl- SuileO Universal 2017 17 0 03 RSU24011 Page 4 A(-- phenel I IAGR EA.oI261 hornbrookeDaphenod I IAGR E rup Calc = MJ8 House faces E wrightsoft, Right-JO Worksheet ahu 1 DEL -AIR HEATING & AIR MNn1T1nN1K1r. 531 CODISCO WAY, SANFORD, FL 327T1 Fh;r3j7id7':T3!-2W -Pa.: 407-333-3853 Web: WWW.DEL-AIR,COM Job: Lot26Thorn brooke0aphenel Date: 5/28/2015 By: FJF 1 Roorn name mstr we mstr wic inl 2 Exposed wall 0 It 0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 5.5 x 3.5 It 1'0 x 39,0 it 5 Room area 19.3 ft2 39.0 ft2 Ty Construction U-value Or HTM Area (fizi Load Area (w) Load number Btuh/ft1-'F) Btuh/It') or perimeter (it) Btuh) or perimeter it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 12C-Osw 0.091 n 0100 OM 0 0 0 0 0 0 0 0 0.340 n 0,00 OM", 0 0 0 0 Blk wall, stucco ext 0.201 n 5.69 4.35 0 b 0 P 0 0 0 0 0 0 0 2A-tom 0.340 n 9.62 1 U8 0 0 0 0 0 0 0 0 11 A -tom 0,340 n 9.62 0 0 0 0 0 0 0 0 ix•asi it 0.091 e 0,00 10,28 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 e U0 0.00 0 0 0 0 0 0 0 0 2A-2-orn 0.340 e 0.00 OM 0 0 0 0 0 0 0 0 wall, stucco ext 0.201 e 5,69 4,35 0 0 0 0 0 0 0 0 T5Blk2A -2om 0.340 e 9.62 9,83 0 0 0 0 0 0 0 0 2A-2om 0.370 e 10.47 15,04 0 0 0 0 0 0 0 0 0 11DO 0.390 e 11.04 11.99 0 0 0 0 0 0 0 0 W 12C-Ptw, 0,1091 S 0.00 0-00 0 0 0 0 0 0 0 0 t--G Blk wall, stucco ext 0.201 s 5.69 35 0 0 0 0 0 0 0 0 2A -2om 0.340 s 9.62 11.75 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 0.00 0100 0 0 0 0 0 0 0 0 2A-2om 0.340 w 0.00 0,00 0 0 0 0 0 0 0 0 2B-2fm U50 w 0.00 0,00 0, 0 0, 0 0 0 0 B I I I k wall stucco I I ext 1111- 0 1 . 20 1 1 w 5, 1 64 4.35 0 0 0 Q 0 0 0 0 0 2A-2om 0.340 w 9.62 10.28 0 0 0 0 0 0 0 0 2A-2omd 0.580 w 16.41 16.85 0 0 0 0 0 0 0 0 12C-Osw 0,091 2,58 1-44 0 0 0 0 0 0 0 0 1100, 0.390 n 111,04 11,99 0 0 d. 0 0 0 0 0 0 16B -30ad 0.032 0J00 0.00 0 0 0 0 0 0 0 F 22A'-'t' Of 6.9 27.99 om 19 6 0 0 0 39 0 0 0 6 c) AED excursion 01 0 Envelope loss/gain 0 0 0 0 12 a) Infiltration 0 0 0 0 b) Roorn ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 5 5 Subtotal (lines 6 to 13) 1 0 51 Of 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 0 5 15 Duct loads 0% 01% 0 0 0% 0% 0 0 rTotal room load 0 5 0 5 Air required (cfrn) 01 of 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2016 May - 12 13 39,25vvrightsoft- Right-SuiieQti Universal 2017 17 0 03 RSU24011 Page 5 pl)ef)el[IAGREVLot26ThornbrookeDapheilell[AGRE rup Cale --, MJ8 House faces E wrightsoft, Right-JO Worksheet ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LoMThorn brookeDaphenel Date: 5/28/2015 By: FJIF I Room name family rm brkfst/kit 2 Exposed wall 16.0 If 36.5 If 3 Room height 9.3 It heat/cwl 9.3 It heat/cool 4 Room dimensions 1.0 x 385,8 It 11.5 x 25.0 (1 5 Room area 385.8 ft2 287.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (112) Load number Btuh/ftl-'F) En w) or perimeter If t) Bt ih) or perimeter (f I) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 t-G 12C-Osw 0.091 n 0.00 0,00 0 0 0 0 0 0 0 0 RA 00 too 0 0 0 0 0 0 0, Blk wall, stucco ext 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 2A-2om 0.340 n 9.62 10.28 0 0 0 0 0 0 0 0 11 2A-2orn 0.340 n 9.62 10.28 0 0 0 0 0 0 0 0 11;C.0sw I I I I - I 0,091 6 oto 0 ' DO- 0 0 0 0 0 0 0 0 2A-2om 0,340 e 0,00 0 0 0 0 0 0 0 0 0 2A-2om 0-340 e 0.00 0:0'0 0 0 0 0 0 0 0 0 Blk wall, stucco ext 0.201 e 5.69 4,35 0 0 0 0 0 0 0 0 2A-2om 0.340 e 9.62 9.83 0 0 0 0 0 0 0 0 2A -2om 0.370 e 10.47 15.04 0 0 0 0 0 0 0 0 11DO 0.390 e 11,04 M99 0 0 0 0 0 0 0 0 12C Osw1 , .. .... .. .. .. 6091 s 0M OM 0 0 0 0 0 0 0 0 t__G Blk wall, stucco ext 0,201 s 5.69 4.35 0 0 0 0 233 214 1216 930 2A-2om 0.340 s 9.62 11,75 0 0 0 0 19 0 187 228 12C-Osw 0.091 w 0100 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 0.350 w 000, 0 0 0 0 0 0 0 k wall, 6 1 Iall, stucco ext w w S:69 0.00 4.215 149 77 440 336 107 68 389 296 2A-2om 0.340 w 9.62 10,28 0 0 0 0 39 39 374 399 2A-2omd 0.580 16.41 16.85 72 72 1182 1213 0 0 0 0 1 2.58 144 0 0 0 0 0 0 0 0 n-- 11.04 11.99 0 0 0 0 0 0 0 Q OM 0.00 0 0 0 0 0 0 0 0 27.49 6,09 386 16 448 6 288 37 61 c) AED excursion 1491 615 IEnvelope loss/gain 20691 3041 3188 2471 12 a) Infiltration 326 1031 1411 235 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 0 0 Appliances/other 600 1200 Subtotal (lines 6 to 13) 2395 4434 3931 3906 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2395 4434 3931 3906 151 Duct loads I 0% 0% 0 01 0%1 0% 01 Of Total room load 2395 4434 L T 3931 39*06 Air required (c(m) 112 201 185 177 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Pk wrights#aoll't, 2016-May 12 1139 25 Right-SudeO Universal 2017 17.0 03 RSU24011 Page 6 phenelliAGRE\,Lo126ThornbrookeDaphenelliAGRE.rup Calc MJ8 House laces. F f d- wrightsoft, Right -JCS Worksheet Job: Lot26ThornbrookeDaphenel.,, ahu 1 Date: 5/28/2015 By: FJF DEL -AIR HEATING & AIR rONDITIONING 31 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 4073333853 Web WWWA&1_-AIH,W.)M 1 Boom name pwdr util 2 Exposed wall 0 It 0 It 3 doom height 9.3 It heat/cool 9.3 It heallcool 4 Room dimensions 6.0 x 6.5 it 1.0 x 45.3 It 5 Room area 39.0 fta 45.3 It2 Ty Construction U-value Or HTM Area (It2) Load Area ((12) Load number Btuhlftl-°F) Btufuft2) or perimeter (ft) Btuh) or perimeter (it) Stub) Heat Cool I Gross NIPtS Heat Cool Gross N1P(S Heat Cool 6 12C•Osw 0,091 n 0,00 0.00 0 0 0 0 0 0 0 0 0,340 n 0.00 OM 0 0 0 0 0.--_ O 0 0 Elk wall, stucco ext 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 2A-2om 0.340 n 9,62 10.28 0 0 0 0 0 0 0 0 11 2A-2om 0.340 n 9.62 10.28 0 0 0 0 0 0 0 0 1 12C Osw OM1 e 0.00 0,00 0 0 0 0 0 0 0 0 2A-2om 0.340 e O.00 0.00 0 0 0 0 0 0 0 0 C 2A-2om 0.340 e 0.00 0,00 0 0 0 0 0 0 0 0 Blk wall, stucco ext 0201 e 5.69 L35 0 0 0 6 0 0 0 0 2A-2om 0.340 e 9.62 9.83 0 0 0 0 0 0 0 0 2A-2om 0.370 e 10.47 15.04 0 0 0 0 0 0 0 0 11 DO 0.390 e 11.04 11.99 0 0 0 0 0 0 0 0 W 12G Osw 0,091 s 0.00 0,00 0 0 0 0 0 0, 0 0 Elk wall, stucco ext 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 2A-2om 0.340 s 9.62 11.75 0 0 0 0 0 0 0 0 12C•0sw U91 w 0.00 OM 0 0 0 0 0 0 0 0 2A-2om 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 28.21m 0,350 w 0.00 0.00 0 0 0 0 0 0 0 0 Blk wall, stucco ext 0.201 w 5.69 4.35 0 6 0 0 0 0 0 0 2A-2om 0.340 w 9.62 10.28 0 0 0 0 0 0 0 0 2A-2omd 0.580 w 16.41 16.85 0 0 0 0 0 0 0 0 120-Osw OMI 2.58 1.44 0 0 0 0 56 561 144 81 11D0 0.390 n 11.04 M99 0 0 0 0 0 0 0 0 C 16E-30ad_ 0.0312 0.00 0,06 0 0 0 0 0 0 0 0 n . 40 0-989 27,99 0.00 39 0 0 0 . 45 0 '- 0 a 0- 6 o) AED excursion 0 -7 Envelope loss/gain 0 0 1 1 144 73 12 a) Infiltration 0 0 0 01 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 5 600 Subtotal (lines 6 to 13) 0 5 144 673 Bess external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 4 0 0 14 Subtotal 0 5 144 673 15 Duct loads 1 -0 % 0%1 0 0 0% 1 0%1 0 0 Total room load 0 5 1441 673 Air required (cfm) 0 0 7 30 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4G . wtrightsoft. 2016-May-12 13 39 25 RightSuit O Universal 2017 17 0 03 RSU24011 Page 7 phenelllAGRE',.Lot26ThornbrookeDaphenelllAGRE.rup Calc =- M,18 House taces. F wrightsoft, Right-JO Worksheet ahu 1 DEL -AIR HEATING & AIR r%nK1n1T1nK11K11-. 531 CODISCO WAY, SANFORD, FL 32771 ?5We11377i31-2W 'Pax: 407-333-3853 Web: WWW,DEL,AIR,COM Job: Lot26ThornbrookeDaphenel Date: 5/28/2015 By: FJF 1 Room name dining 2 ExposedE wall 29.5 It 31 Room height 9.3 It heat/cool 4 Room dimensions 1.0 x 236.3 It 5 Room area 236.3 Q2 Ty Construction U-value Or HTM Area (((2) Load Area Load number Btuh/ftl-'F) Btuh/ft2) or perimeter (ft) 6tuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0,091 n 0.00 0,00 0 0 0 0 2A-2om 0.340 n 0.00 0.00_ 0 0 0 0 wall, stucco ext 0.201 n 5.69 4.35 0 0 0 0T=Blk 2A-2om 0.340 n 9.62 10.28 0 0 0 0 11 2A-2o 0,340 n 9.62 10.28 0 0 0 0 120-0sw 0.091 e 0,00 CIM 0 0 0 0 2A-2om 0.340 e 0.00 0,00 0 0 0 0 2A-2om 0,340 e 0,00 0.00 0 0 0 0 Blk wall, stucco ext 0.201 e 5.69 4.35 35 168 97 552 423 Tl a 2A-2om 0.340 e 9.62 9.83 39 39 374 382 2A-2om 0.370 e 10,47 15.04 8 7 84 120 11DO 0.390 e 11.04 11.99 24 24 265 288 120-0sw 0.091 S 0.00 0.00 0 0 0 0 t---G Blk wall, stucco ext 0.201 s 5.69 4.35 107 107 610 467 2A-2om 0.340 s 9.62 11.75 0 0 0 0 12C-Osw 0,091 W 0.00 OM 0 0 0 0 2A-2om 0340 w 0,00 0.00 0 0 0 0 2B-2(m 0.350 W 0.00 0.100 0 0 0 0 Blk wall, stucco ext 0.201 w 5.69 4.35 0 0 0 0 2A-2om 0,340 w 9.62 10.28 0 0 0 0 2A-2amd 0.580 w 16.41 16.85 0 0 0 0 12C-Osw 0.091 2.58 1.44 42 24 62 35 1 ' IDO n 11.04 11,99 118 18 197 214 C 16B -30ad 0.032 00 0 0 0 0 27.99 111-11-116.90 236 30 182 6 C) AED excursion 25 Envelope loss/gain 2970 1903 12 a) Infiltration 601 190 b) Room ventilation 0 0 131 Internal gains: Occupants @ 230 1 230 Appliances/other 01 Subtotal (lines 6 to 13) 3571 2324 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3571 2324 15 Duct loads 27 % 401% 958 939 Total room load 45 293263 I I Air required (cirn) 1 1 213 114 8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wrightsc;o1ft, 2016-May-12 13 39 25 Right-SuileO Universal 2017 17 OM RSU24011 Page 8 phenellIAGRE\Lot26ThornbrookeDapheoel[IA(3RE run Calc = MJ8 House faces E wrightsoft, Right-JO Worksheet ahu 2 DEL -AIR HEATING & AIR CPNDITIONINg531CODISCOWAY, SANFORD. FL 32771 hone: 407.333-2665 ax. 407-333-3853 Web WWW.DEL-AIR.COM Job: Lot26Th orn brookeDaphenel Date: 5/28/2015 By: FJF 1 Room name ahu 2 rm 4 2 Bxposed wall 1510 It 25.5 it 3 Room height 9,0 It 9.0 it heat/cool 4 Room dimensions 1.0 x 152.5 If 5 Boom area 1460.0 lt2 152.5 Itz Ty Construction U-value Or HTM Area (w) Load Area 00 Load number Btuh/ftl-'F) Btu fill or perimeter h) Btuh) or perimeter R) BtLih) Heat Cool Gross N/P/S Heat Cool Gross NIPIS Heat Cool 6 VIJ 12C-Osw 0,091 n 2.58 2,34 329 314 807 735 0 0 0 0 2A-2om w4140 rf, 9.62 10,28 15_ q 1144 1 54 Q 0 Blk wall, stucco ext 0,201 n 0.00 0.00 0 0 0 0 0 0 0 2A-20m 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 1*1 2A-2om 0,340 n OM 0.00 0 0 0 0 0 0 0 0 12C-Osw 6.091 e 2.58 2,34 360 320 824 750 99 84 216 197 2A-2om 0,340 e 9.62 26,42 10 0 96 264 0 0 0 0 2A-2onn 0,340 e 9,62 26,42 30 0 289 793 15 0 144 396 Blk1 11 k I wall, stucco ext 0,'261 e'' 0.60 Obb 0 6 0 0 0 6 0 0 PA -2om 0.340 e 0.00 0,00 0 0 0 0 0 0 0 0 2A-2om 0.370 e 0.00 0.00 0 0 0 0 0 0 0 0 11DO 0.390 e 0,00 0.00 0 0 0 0 0 0 0 0 W, 12C-OsW O.Q91 s 2,58 2.34 329 329 W 770 131 131 3 6 306 Blk wall, stucco ext 0,201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0,091 w 2,58 2,34 360 308 793 722 0 0 0 0 2A-2om 0.340 w 9,62 28.79 30 0 289 864 0 0 0 0 2B-Zm 0.350 w 9.90 35,90 22 0 218 790 0 0 0 0 Blk wall, stucco ext 0.201 w 0.00 0,00 0 b 0 0 0 0 6 0 2A -2om 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2omd 0.580 w 0.00 0.00 0 0 0 0 0 0 0 0 lt, 12C-Osw OM 0,00IO0.00 0 0 0 0 0 0 0 0 11 DO 0.390 n 0 QO OM 0, 0 O,__ Q 0, 0 110 C 16B-30ad 0.032 0.91 114"', 1460 1460 1322 2535 153 153 138 265 F Wto 0,00 0.4t10 0 0 0 0 6 c) AED excursion 170 2 Envelope loss/gain 5629 8545 835 11661 12 a) Infiltration 3006 952 501 159 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants P 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1 8634 9497 13361 1325 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8634 9497 1336 1325 15 Duct loads 1 30% 45-% 2583 43Q0 301%1 451/6 400 6001 Total room load 11217 13797 1735 1924 Air required (cIrm 587 587 919,L 82 Calculations aggroved by ACCA to meet all requirements of Manual J 8th Ed. Fk vVrights4c),ft, 2016-May-12 13 39,25 Right-SuileO Universal 2017 17 0 03 RSU24011 Page 9 ptietielliAGRE1Lot26ThortibrookeDiplienelliAGRE (LIP Calc - MJ8 House laces E wrightsoft, Right-JO Worksheet ahu 2 DEL -AIR HEATING & AIR r%nK1M1"rInKIIK1f1_ 531 GODISCO WAY, SANFORD, FL 32771 rhWri(T77TUMM 'Pax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot26ThornbrookeDaphenel... Date: 5/28/2015 By: FJF I Room name loft den 2 Vxposed wall 16.5 It 26.5 It 3 Room height 9,0 It heat/cool 9.0 It heat/cool 4 Room dimensions 1.0 x 446.8 It 12.5 x 14.0 It 5 Room area 446.8 It2 175.0 ttz Ty Construction U-value Or HTM Area (w) Load Area (ft2) Load number Btuh/ft1-"F) Eftuh/ft') or perimeter It) Btuh) or perimeter 11) Eftuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 Vtl 1 2C-Qsw CL0911 n 2,58 234 0 0 0 0 126 ill 286 260 2tN,-20M 0.340 9V 10.28 0 0 0--,'', 0 , l4i 154 Blk wall, stucco ext 0,201 n 0.00 0.00 0 0 0 0 15 0 0 0 0 0 2A-2om 0,340 n 0.00 OM 0 0 0 0 0 0 0 0 if 2A-2orn 0,340 n 0.00 OM 0 0 0 0 0 0 0 0 12C-6sw, U911 e 2,58 2,34 149 134 344 313 113 103 264 240 2A-2om 0,340 e 9,62 26.42 0 0 0 0 10 0 96 264 2A-2om 0.340 e 9.62 26,42 15 0 144 396 0 0 0 0 Blk wall, stucco ext 0.201 e 0,00 0.00 0 0 0 0 0 0 0 0 2A 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 2A: 220.m. 0,370 e 0.00 0.00 0 0 0 0 0 0 0 0 11DO 0.390 e 0,00 0.00 0 0 0 0 0 0 0 0 0L091 S 2,58 21.34 0 0 0 0 0 0 t__11 Blk wall, stucco ext 0.201 s 0,00 0.00 0 0 0 0 0 0 0 0 2A-2om 0,340 s 0,00 0.00 0 0 0 0 0 0 0 0 120.0sw 0,091 W 2,58 2.34 0 0 0 0 0 0 0 0 2A.2om 0.340 w 9.62 28,79 0 0 0 0 0 0 0 0 213.2,fm 0,350 w 9.90 35,90 0 0 0 9 0 Elk wall, stucco ext U01 w 0.00 0.00 0 0 0 0 6 6 0 6 9 0 6 2A-2om 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2omd 0.580 w 0.00 0.00 0 0 0 0 0 0 0 0 f 120-0sw U91 0,00 0,00 0 0 0 0 0 0 0 0 11DO 0L390 n om 0,Q0 0 0 0 0 0 0 C. 160-30ad 0 032 0,91 1.74 447 447 405 776 175 158 304 AM 0 00 0.00 0 0 0 6 0, 6 C) AED excursion 231 131 Envelope loss/gain 893 1462 949 1091 12 a) Infiltration 324 103 521 165 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 1 1217 1%51 14691 1256 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1217 1565 1469 1256 15 Duct loads 301% 451% 364 708 301% 451% 440 569 Total room load 1581 2273 1909 1825 Air required (clm) 83, 97 100 78 Calculations ageroved by ACCA to rneet all requirements of Manual J 8th Ed. vvrightsoift- Right Suite,10 Universal 2017 17 0 03 RSU24011 2016-May-12 13 39,25 41 _ 7it K Page 10 plienelliAGRE\ L-ot26ThornbrookeDapheiiell(AGRE rup Calc - MJ8 House faces E wrightsoft, Right-JO Worksheet ahu 2 DEL -AIR HEATING & AIR CPNDITIONINq531CODISCOWAY, SANFORD. FL 32771 hone: 407-333-2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot26Th om broo ke0aphenel... Date: 5/28/2015 By: FJF I Room name bth 2 rm 2 2 Exposed wall 9.0 it 26.0 If 3 Room height 9.0 It heat/cool 9.0 If heat/cool 4 5 Room dimensions Room area 5.5 x 9.0 It 49.5 W 12.5 x 13.5 It 168.8 Q2 Ty Construction U-value Or HTM Area (w) Load Area (w) Load number Btuhiftl-'F) Btu ft2) I or perimeter (ft) Bt h) or perimeter (h) Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 yJ 12C-0sw 0.091 n 2,58 2,34 81 81 209 190 122 122 313 285 gk?on) , , PtM P, 0? 19,Z$ 0 0" 0 0 0 0 0 Blk wall, stucco ext 0201 in 0.00 0.00 0 0 0 10 0 0 0 0 0 2A -2orn 0,340 n 0.00 0,00 0 0 0 0 0 0 0 0 11 2A-2orn 11 2"sw 0.340 0.091 n e 0,00 2.58 0,00 2,34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.340 e 9,62 26.42 0 0 0 0 0 0 0 0 2A-2om 0340 e 9,62 26.42 0 0 0 0 0 0 0 0 Blk wall, stucco ext 0,201 e 0.00 0.00 0 0 0 0 0 0 0 2A-2om 0.340 e OM OM 0 0 0 0 0 0 0 0 2A-2om 0.370 e 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw r 0.390 0.091 e s 0.00 2,1 OM 2,34-, 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0W t_" Blk wall, stucco ext 0.201 s 0,00 0,00 0 0 0 0 0 0 0 0 2A-2om 0.340 s 0.00 OM 0 0 0 0 0 0 0 0 12C-Osw 0,091 W 2,58 234 0 0 0 0 113 98 251 228 2A-2om 0.340 w 9.62 28.79 0 0 0 0 15 0 144 432 26.2fm 0350 w 9.90 35A 0 0 0 0 0 0 0 0 Blk wall, stucco ext 0.201 w 0,00 0.00 0 0 0 0 0 0 0 0 2A -2om 0.340 w 0.00 0,00 0 0 0 0 0 0 0 0 2A _2omd 0. 5W w 0.00 0.00 0 0 0 0 0 0 0 0 T-D20-0sw 0.091 0.00 OM 0 0 0 0 0 0 0 0 11 Pq 0390 0.00 0.00- 0 0 0__ 0 110 0 166-30ad 0,032 0.91 134 50 50 45 86 169 169 153 293 0. 0 0 0 0, 0 0 0 0 6 c) AED excursion 31 94 Envelope loss/gain 1 2531 2441 1 1 8611 1332 12 a) Infiltration 177 561 5111 162 1)) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 430 300 1372 1494 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 430 3001 1372 1494 15, Duct loads 1 30% 4 5% 129 136 301/.l 4 5% 4101 676 Total room load 559 436 1782 2170 Air required (cfm) 29 191 93 92 Calculations agproved by ACCA to meet all requirements of Manual J 8th Ed. vwrightsc3ift- 2016-May-12 13 39 25 Right-SuiteO Universal 2017 17 0 03 RSU24011 Page 11 phefielliACRE',L.ot26Thornbrooke0aphenellIAGRE run Calc = MJ8 House laces E wrightsoft, Right-JO Worksheet Job: Lot26Thorn brookeDaphenel ahu 2 Date: 5/28/2015 By: FJF DEL -AIR HEATING & AIR CphNDITIONINg531CODISCOWAY, SANFORD, FL 32771 one: 407-333-2665 ax: 407-333-3853 Web WWW,DEL-AIR,COM 1 Room name open to below rrn 3 2 Exposed wall 16.5 It 24,0 If 3 Room height 9.0 It heaticool 9.0 It heat/cool 4 Room dimensions 16,5 x 16.0 It 11,0 x 13.0 It 5 Floorn area 264.0 IF 143,0 ft2 Ty Construction LI-value Or HTM Area (w) Load Area If t2) Load number Bluh/ft2-'F) Btuh it') or perimeter (It) Bt jh) or perimeter (ft) Bluh) Heat cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 i 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 0.340 P 9%62 10.28 0 0 0 0 IQ 1-1111, 11 0 a 0 wall, stucco ext 0.201 n 0,00 OM 0 0 0 0 0 0 6 0 T= Elk 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2orn 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 MW 12C-Osw 0.091 e 2.58 2.34 0 0 0 0 0 0 0 0 2A-2om 0.340 0 9.62 26,42 0 0 0 0 0 0 0 0 e 9,62 26.42 0 0 0 0 0 0 0 Blk wall, stucco ext 0.201 e 0.00 0,00 0 0 0 6 0 0 0 0 2A-2orn 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 2A -2om 0,370 e 0.00 0,00 0 0 0 0 0 0 0 0 UDO 0.390 is 0.00 0.00 0 0 0 0 0 0 0 0 Nl I 2Q-04w_ " I I 1 1111-11 1 11,0.0914_ 2.56 2.34 0 0 0 0 117 117 3Q1 274 ILO Blk wall, stucco ext 0.201 s 0.00 0.00 0 0 0 0 0 0 0 6 2A -2ona 0.340 s OM 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 258 2.34 149 127 326 296 99 84 216 197 2A-tam 0,340 w 9:62 28.79 0 0 0 0 15 0 144 432 2B-2fm 0.350 w 9,90 35.90 22 0 218 790 0 0 0 0 Elk wall, stucco ext 0,201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2omd 0,580 w OM 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 TIDQ .. .. ..... 0.390 0.00 0,00 0 0 0 0 0 0 0 c 16B-30ad 0.032 0.91 1.74 264 264 239 4,58 143 143 130 248 M 0.00 0 0 0 0 0 b 6 c) AED excursion 1891 103 Envelope. loss/gain 783 1734 791 1254 12 a) Infiltration 324 103 471 149 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1107 18361 1 1263 1404 1 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1107 1836 1263 1404 15 Duct loads 30% 4 5% 1 331 831 301% 451% 378 636 Total room load 14381 2668 1641 2039 Air required (ctm) 75 113, 1 86 87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriights4Dft- 2016-May-12 13 39 25 Right-SuileO Universal 2017 17 0,03 RSU24011 Page 12 phenellIAGREVL-ot26ThornbrookeDaphenelliAGRE rup Calc = MJ8 House faces E wrightsoft, Right-JO Worksheet ahu 2 DEL -AIR HEATING & AIR CqNDITIQNING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web. WWW.DEL-AIR.COM Job: Lot 26Th o rn b roo keDap hen el Date: 5/28/2015 By: FJF 1 Room name bth 3 2 Exposed wall 9.0 It 3 Room height 9.0 It heat/cool 4 Room dimensions 1.0 x 60.5 It 5 Room area 60.5 W Ty Construction U-valve Or HTIVI Area (w) Load Area Load number (Btuh/ftl-'F) (EftUh/It') or perimeter (fit (Eltuh) or perimeter Heat I Cool I Gross N/P/S Heat Cool Gross I N/P/S Heat Cool 6 12C-Osw 0.091 n 2.58 234 0 0 0 0 2A,-tom , , , 0.340 n 10,28 0 0 0 0_ wall, stucco ext 0.201 n 19.62 1 0-00 0 0 0 0 tiElk2A-2om 0340 n 0.00 0.00 0 0 0 0 11 2A-2om 0.340 n 0.00 0,00 0 0 0 0 XAF 120-osw 0.091 a 2,58 2,34 0 0 0 0 2A-2om 0.340 e 9.62 26,42 0 0 0 0 2A-2om 0.340 e 9.62 26,42 0 0 0 0 Elk wall, stucco ext 0,201 e 0.00 0.00 0 0 0 0 2A-2om 0,340 e 0.00 0,00 0 0 0 0 2A-2om 0,370 o OM 0.00 0 0 0 0 11DO 12Q-'10sW11 0390 1 0.091 e S 0.00 2.58 OM 2.34 0 81 0 81 0 209 0 190 t Elk wall, stucco ex( 0.201 s 0.00 OM 0 6 0 2A- 2om 12C- Osw 2A• 2om 2B- 2f. 0. 340 0. 091 0. 340 0, 350 s w w w 0. 00 2. 58 9. 62 9. 90 0. 00 234 2819 35. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Blk wall, stucco ext 0.201 w 0.00 0.00 0 0 0 0 2A- 2om 0.340 w 0.00 0.00 0 0 0 0 2A- 2omd 0.580 w 0.00 0.00 0 0 0 0 12C- O'w 0.091 0.00 0.00 0 0 0 0 11DO 0.390 n 0,00 0,00 0 0 0 Q C 161336ad 0.032 0.91 1.74 61 61 55 105 Z M, pl 001989 0,00 0.00 0 0 6 0 Envelope 6 c) AEC excursion -33 loss/ gain 2631 262 121 a) Infiltration 1771 16 b) Room ventilation 0 0 1 13 Internal gains: Occupants P 230 0 0 Appliances/ other 0 Subtotal ( lines 6 to 13) 440 318 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 440 318 15 Duct loads 30% 1 451% 132 144 Total room load 572 4611 Airrequired (cfm) 30 20 1 Calculations approved by ACCA to meet all requirements of Manual J Efth Ed, vvrightsoft, Right-SUiteO Universal 2017 17 0 03 RS1124011 2016-May-12 1139 25 Page 13 phenefflACRE? t-o[26Tho(nbrookeDaphenelliAGRE Re Calc - MJ8 House faces E wrightsoft, Duct System Summary ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM For: TAYLOR MORRISON HOMES Job: Lot26ThornbrookeDaph Date: 5/28/2015 By: FJF Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0,191 in/100ft 0,191 in/100ft Actual air flow 780 cfm 780 cfm Total effective length (TEL) 126 ft Name Design Btuh) Htg cfm) CIg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk brk(st/kit h 1966 92 88 0.197 6.0 Ox 0 VIFx 36.7 85.0 stl brklst/kit-A h 1966 92 88 0.191 6,0 OX0 VIFx 40,9 85,0 stl dining h 4529 213 148 0.214 8.0 Ox 0 VIFx 27.1 85.0 Stl lamily rrn c 4434 112 201 0.213 8.0 Ox 0 VIFx 27.4 85.0 st2 mstr bith h 1454 68 34 0.248 5.0 Ox 0 VIFx 11.9 85.0 st2 mstr rm c 3734 150 169 0.218 7.0 Ox 0 VIFx 25.3 85.0 st2 mstr we c 5 0 0 0.251 4.0 Ox 0 VIFx 10.5 85.0 st2 mstr wic h 964 45 20 0.230 4.0 Ox 0 VIFx 19.2 85.0 st2 mstr wic int c 5 0 0 0,240 4.0 Ox 0 VIFx 15.0 85.0 st2 pwdr c 5 0 0 0.290 4.0 Ox 0 VIFx 12.8 70.0 ulil c 673 7 30 0.310 4.0 Ox 0 VIFx 7.4 70.0 Trunk Htg Clg Design Veloc Diarn H x W Duct Name Type cfm) cfm) FR f pm) in) in) Material Trunk SO Peak AVF 397 325 0.191 506 12.0 0 x 0 VinIFIx st2 Peak AV F 376 425 0.213 541 12.0 0 x 0 VinIFIx A + wrightsoft, 2016-May-12 13 39 26 Right -Suited Universal 2017 17.0 03 RSU24011 Page 1 phenelliACREVLot26TtiornbrookeDaphenellIA(3RE rup Cale -- MJ8 House laces: E Name Grill in) Htg cfm) CIg cfm) TEL ft) Design FR Veloc f pm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb3 Ox 0 780 780 0 0 0 0 Ox 0 VIFx wrightsoft 2016-May-12 13:39:26 Right-SUileO Universal 2017 ITO 03 R'SU24011 Page 2 ACpli(,nellIAGRE1Lol26ThornbrookeDaphenelitAGRE rup Cale - M,18 House faces E wrightsoft, Duct System Summary ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR,COM For: TAYLOR MORRISON HOMES Job: Lot26ThornbrookeDaph Date: 5/28/2015 By: FJF Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0,170 / 0.170 in H2O Lowest friction rate 0.276 in/100ft 0.276 in/100ft Actual air flow 587 cfm 587 cfm Total effective length (TEL) 123 ft Name Design Btuh) Htg cfm) Cig cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg. Eqv Ln (ft) Trunk bth 2 j h 559 29 19 0.437 4.0 Ox 0 VIFx 7.8 70,0 bth 3 h 572 30 20 0,296 4.O Ox 0 VIFx 29.7 85.0 st3 den h 1909 100 78 0.430 6.0 Ox 0 VIFx 9.0 70.0 loft C 2273 83 97 0.391 6.0 Ox 0 VIFx 16.9 70.0 open to below c 2668 75 113 0.400 6.0 OX0 VIFx 15.0 70.0 rm 2 h 1782 93 92 0.453 6.0 OX0 VIFx 5.0 70.0 rm 3 c 2039 86 87 0.281 6.0 OX0 VIFx 36.1 85.0 st3 rm 4 h 1735 91 82 0.276 6.0 OX0 VIFx 38.0 85.0 st3 Name Trunk Type Htg cfm) Cig cfm) Design FR Veloc f pm) Diam in) H x W in) Duct Material Trunk st3 Peak AV F 207 188 0.276 592 8.0 0 x 0 VinlFIx Name Grill Size (in) Htg cfm) Cig cfm) TEL ft) Design FR Veloc f pm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 587 587 0 0 0 0 Ox 0 VIFx 2016-May-12 13 39 26 wrightsoft, Right SwleO Universal 2017 ITO 03 RSU24011 Page 3 ACCpi)enelliAGRE1L.ot26Thoi,nt)rookeDaphenelliAGRE rLiP Calc - MJS House faces E FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildinu Performance and Prescrietive Methods ADDRESS: Permit NumberIFL, MANDATORY REQUIREMENTS See individual code sections for full details, 401,3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings, The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall he conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures: 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, 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. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2,6 L/s/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/LS.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTIVI E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering, R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)4li ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pal across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0,1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall he taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 L/min) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/12/2016 1 58 PM EnergyGauge(R) USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193, R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403,3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (1 3*C) shall be insulated to a minimum of R-3_ R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted, R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use, R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/ inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60oC), R403.4.4.1.2 Shut down, A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4,4.2. 1, R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5,1, Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.5.2 Ventilation air, Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1 The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications, 2. No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing, Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302. 1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403,6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 5/1212016 1 : 58 PM EnergyGauge(R) USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity, (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6. 1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403,6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1 . R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403,7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403,9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9,11.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations, 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation, R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. R404.11,11 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6, R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R- 10 is allowed. 5/12/2016 1:58 PM EnerqyGaugeO USA - FlaRes2014 - Section R405.4,1 Com Page 3 of 3 TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS V r iy Aa-0VTs 7"5" Ds z 436 d i*s, acONM Z I-W, ALL OCOO SM 40 ftTALA%N !UT iARY FR OMW 42X42 A/C SLAB A6A, BY BL-DR MIN1-11A 2' 40M WALL Li lj. 20 LAW 2,0 TON W/5XW *24< 7lexioAlen201121.. i54" AifJ HANGING IN GARAGE 7 AND IN 4CCCRDANCE WITii FBCR R3D2.5,2 NO FLEXIBLE VJCT T0 PENETRATE GARAU WALL OR CEILING 4ch Niz IN6 1-0 90 ' MkM SLMYROOM8 F- A 10 3' both oll.4ct 0 m 16, z iox6 I.C. capItoroof 0 1w/fan T5 s lNutone 696R B U) Lu uj a. Ul) ui 14 8 1 -ci e1C4' 0 3511,V 18.18xa 0 z ai/ 0 0 ui Z_ z 7; nt box 0 L/I r1o, CAW j CL/ LZC,) D CLTransfer0 B,Asg Code - M1602A B.S-4 B,16- J F.R F-COR 61®j'/'Rating z SP 79'AL; N 4 Ulm 5j, 0 GAR 47 r.,F LANA, AM 46F Lu z z Tcr AL $a 't 2 5F m < 5 -j (:) Z) < of Must have a nihi—m clearance of 4 inches around the air handler per the State Energy code ALI d-1 Zas. 42.rI m CL -j 0 0 r,!t DESCRIPTION AS FURNISHED: Lot 26, THORNBROOKE PHASE i, as recorded in Plot Book 79, Pages 3 thru 7,,Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. TRACT H (FUTURE DEVELOPMENT) D--90009'.23"J, C=35.40' CB=N 44*5357" 5e 5.00' AD coilstojc 10q't w4l Lv I - u'umi aw 111. LIVING - 1,453 SOFT, GARAGE ® 477 SQJ7. ENTRY = 144 SO.FT. LANAI - 400 SQJT. BREEZEWAY- NIA SQJ7, DRIVEWAY - 403 SQ.FT, TREASURE LANE A/C PAD = 25 SO.FT. 50' RIW) TRACT I WALKWAY - 74 SQ,FT. IMPERVIOUS - 36.8 X 2,976 SQ.FT, 5.1-1-7, Adz SO. -FT. L01 R/W - 2,052 SQ.FT- APRON - 110 SQ.FT. PROPOSED FINISHED SPOT GRADE ELEVATION PLOT PLAN O)VLY* SIDEWALK - 958 SOXT, PER DRAINAGE PLANS 9vLQw km0s., NOT A SURVEY) SOD - 9 4 ILJ16L At(t&,' SQ.FT PROPOSED DRAINAGE FLOW FRONT - 25, REAR - 15' PROPOSED INFORMATION SHOWN AREA - 10,145 SOXT. LOT GRADING TYPE A SIDE - 5.0' BASED ON SUPPLIED PLAN DRIVEWAY - 5 Ij SOFT. PROPOSED F.F. PER PLANS - 25.4' SIDE CORNER - 10' AND/OR INSTRUCTIONS PERCLIENTNOTFIELDVERIFIEDI SIDEWALK 1,032 SOD a.101 SQ,FT- SQ,FT. 6RUSEjVAfEjvTR-SCO-TT ASSOC, INC. - LAND SURVEYORS LEGEND LEGEND - 5400 E. COLONIAL OR. ORLANDO, FL, 32807 (407)-277-3232 FAX (407)-658-1436 p • PLAT PAU. w POINT ON LINE F Typ. TYPICAL NOTES: FMD tp IRON oqpc PAt I I ADD P Po 4T or RCVCRSE CURVATURE A: •WON CJC. POINT W COVOWD CURVATURE Y ='7W 111MW TWHNICAL STANDARDS SET FORTH BYtll1. THE UNDERSIOME0 000 gZ%FJMF rT,%IS SUIRIEPROFESSIONALTHEFLORIDA9OAR0OF I , THE FLONVA ADMINISTRATIVE COOL CX CONCRETE MONUMENT RAD, • RADIAL SET LP, • 4596 N& • NOR-RAMAL I UNLESS EMBOSSED WIN SURVEYORS SM THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMI)ONAL PURPOSES ONLY. KC, lkvo`M pTtrT 3 INS SURVEY WAS PREWeO FROM MLV INFORMAM FIANISHED TO THE SURVEYOR THERE My Of OTHER RESTRICTIONS Pzx • POINT OF BEGINNING CAM • CAL=, P.O.C. • POINT OF CONNENCEKENT Pax KRNANENT REFERENCE MONUKNT CENTMINE FF, • = FLOOR ELEVATION OR WO&M THAt AFFECT THIS PROPERTY. 4 NO UNMOROUINII) IMPROVEMENTS HAVE OM LOCATED UNLESS OTHERWISE SHOWN LD NAIL 4, DISKSMACK LINE THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON Or ANY OTHER LINOTY, R/w At -WAY DENCHKARK ESHT, C'k= BX "St REARING DIMENSIONS SHOW FOR THE LOCATION OF 44PROVEVENIS HEREON SHOULD NOT BE USCO TO RECONSTRLICT, 8OUNDARY LINES DRAIN. DRAINAGE 7 O&ARINOIL ARE OASED-ASSUMED DATUM AND ON IWC LINE SHOW AS 84SC DEARING ("J UTIL TILItY. C'"AMLINK a, ELEVATIONS. If SHOWS ARE C,,$E0 ON M417OWL GEODETIC VERnCAL DATUM OF 1029, UNLESS OTHERWISE NOTED. CLF- • FENCE VAM VOOD ron CERTIFIGATE' OF AVINCIRgATION No. 490L C/D • CONCRETE BLOCK SCALE — I' - 20 ------ 4 DRAWN 8Y., AaFV. p PC.POINT Or CURVATURE P.T. PDWt OF TANGENCY CERTIFIED BY: DATE DESCRIPTION RADIUSARC "NGTH PLOT PLAN 05— 18— 16 1636-16 L DCLTACNORO C.B. CNWD BEARING NOR774 THIS SUILDWO/PROPERTY OQCS.NOT LIE WITHIN THE ESTA8USHED 100 YEAR FLOOD PLANE AS PER 'nRM* 1 GRUSE+EYER, R.L-- 1 4714W. ZONE ' *X' MAP I 121,17C 0055 F. W. Sco , R.LS 14801 3" WASTE STACK FROM BATH 2 TERMINATING TO 1ST FLOOR j i-L-J J.. 3" WASTE STACK FRI TE RIMMATING TO V A vA i_ _ f i j S x'S V .. -. S -- i tu' TAYLOR MORRISON THORNBROOKE S.F. HOUSE TYPE: DAPHENE fit L LOT ttl IST FLOOR 4- ---------------------- 0, T. HOME OWNER HOUSE PLAN 2600 1 1 1 1 1 1 0000- 4::51ptffz 2153Premier Row Orlando, FL3280 407- 812-022 P^x407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP Taylor Morrison Homes Dapheneill OQFTGENERAL LIGHTING X3VAPER GOFT 2OAMP APPLIANCE CIRCUIT AT 1500VAEA LAUNDRY CIRCUIT AT RANGE ATNAME PLATE RATING ORCOOKTQPAND OVEN WATER HEATER DISHWASHER CLOTHES DRYER DISPOSAL ( 1OHP) FIRST 10 KVA OF GENERAL LOAD AT 100% 7800VA 3000VA 1500VA uoon`m uvvv ,^ 4500VA 1200VA 5000VA 50OVA a/ ° noo. m SUBTOTAL OFGENERAL LOAD REMAINDER OFGENERAL LOAD AT4O% 23000VAx,4 TOTAL NET GENERAL LOAD 3 TON HEAT PUMP # 1 3 TON HEAT PUMP #1 TON HEAT PUMP # 2 5 KVVELECTRIC HEAT 5 KVYELECTRIC HEAT KVVELECTRIC HEAT 24 AMP X240VA= 24 AMP X24OVA = AMP X240VA = AT8596 AT85Y6 AT85% VA 33D00VA 10000VA 9200VA 192UDVA 5760VA 0 VA J2bUVA J25UVA UVA NET GENERAL LOAD 19200 VA NET TOTAL HEAT 18020 VA TOTALLOAO 37220VA CALCULATED LOAD FOR SERVICE 200 AMP SERVICE Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 011Y M WNW 81 AW#& 111wk RE: TB0026 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Taylor Morrison Project Name: TB0026 Model: Daphene III Tampa, FL 33610-4115 Lot/Block: 26 Subdivision: Thombrooke Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 47 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T8648646 001 5/18/016 18 T8648663 HR02 5/18/016 T8648647 CO2 19 T8648664 HR03 5/18/016 T8648648 CO3 5/18/016 120 J8648665 J01 J024T8648649C045/18/016! 21 T8648666 J03 5/18/016 5 t8648650 F01 5/18/016 22 T8648667 5/18/016 6 T8648651 F03 5/18/016 23 T8648668 J04 J05 5/18/016 J864865 2 F04 i24 T8648669 J06 5/18/0168T8648653F055/18/016125 T8648670 5/18/016 9 T8648654 F06 T8648671 J07 5/18/016 T8648655 F07 J08 11 T8648656 F08 5/18/0161:28 T8648673 J09 5/18/016 12 T8648657 F09 29 T8648674 T8648675 R01 5118/016 13 T8648658 F10 5/18/016'30 R02 5/18/016 14 T8648659 F11 31 T861418676 R03 5/18/016 15 T8648660 F12 5/18/016 5/18/01632 T8648677 R04 5/18/016 16 T8648661 F13 5/18/016 33 T8648678 R05 5/18/016 17 T86486152 HR01 5/18/016: 34 T8648679 R06 5/18/016 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Magid, Michael My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. L S N • CE No 53681 STATE OF 4, 0 V1 0 N A Michael S, Magid VE No,53681 Wei< USA, Inc. FL Cert 6634 6904 Parke East BlvdTampa FL 33610 Date: May 18, 2016 Magid, Michael 1 of 2 101121111111111 Site Information: Customer Info: Taylor Morrison Project Name: TB0026 Model: Daphene III Lot/Block: 26 Subdivision: Thornbrooke Address: City: Sanford State: Florida No. Seal# Truss Name Date 35 T864816,810 I R0711, R08 37 T8648682 R10 5/18/016 38 T8,6418,61,83, 39 R12 5/18/016 40 IT8648684 T86418,685 41 42 R14 R15 5/18/016 43 T8648,6818 R161 44 T6648689 RF01 5/18/016 45, T8,64816,90, RF0121 5/18/016 46 T864,81,69 1 V01 5/18/016 471, 11 T8648692 11 2 of 2 GABLE I 24 esca 23 22 2 3 11 Job Hefei ence (optional) 7 640 s Apt 19 2016 MiTek Induslote, Inc Tue May 17 1 iD:8Is7p2vjcca4jB9D1-55wDPz PQS-ryv5UbRHD5Wbi4JRIUo2ZKPs 5 3X4 6 7 6 q qUo,-,9wepjA9szFYPr 0-1 t21.3 10 25 9T 21 20 19 18 17 16 1s 14 13 12 3x4 = U4 — I 9-4-0 LOADING (pst) SPACING- 2-0-0 CSL DEFL. in (too) Udell! Ud TO31A. 40.0 Plate Grip DOL 1,00 T(, 0,08 Ved(LL) n/a n/a 999 TCDL 10,0 LUmber DOL 1,00 BC 0-0 I Vort(TL) n/a n/a 999 BOLL O'D Rep Stress Incir YES WB 0,03 Hoiz(Tt-) 0,00 12 n/a Tva BCDL 5,0 Code FBC2014/TP12007 Matrix) 1 PLATES GRIP MT20 244/190 Weight: 66 lb FT 20%F, I I %E LUMBER- BRACING - TOP CHORD 2x4 SP No-2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 an purlins, except ROT CHORD 2in4 SP No,2(tlat) end verticals - WEBS 2x4 SP No-3(flat) BOT CHORD Rigid ceiling directly applied of 6-0-0 oc bracing, OTHERS 2X4 SP No-3(flat) REACTIONS. All hearings 12-7-12. lb)- MaxGiav All reactions 250 Ib or less attoint(s) 22, 21, 20, 19, 18, 17, 16, 15, 14, 13 FORCES. (lb) , Max, Comp./Max, Van. - All forces 250 (lb) or less except when shown. NOTES- (B) 1) All plates are 1,5x3 MT20 unless otherwise indicated. 2) Cable requires continuous bottom chord bearing, 3) Truss to be fully sheathed from one face or Securely braced against lateral movement (i.e. diagonal web). 4) Gable, studs spaced at 1-4-0 on. 5) "Semi -rigid pitchbfeaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 6) Recommend 2x6 strongbacks, an edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131 " X 3") nails. Sttongbacks to be attached to walls at their outer ends or restrained by other rneans, 7) CAUTION, Do not erect truss backwards, litItIIIIIJI'l, 8) "This manufactured product is designed as an individual htiildillg component. The suitability and use of(-,ithiscmponent tot any Is NO L11 S particular budding is the responsibility of the building designer per ANSI TPI I as refetencea by the building code," % N E N No, 53681 F"I 11, kj sN1 0, N 1010,tei 8, MwUO Pletas,53f,81 MI ( eta USA, Inc, I-L Lan 66,0 6954 Ratiw EasI Blvd,Tanllpa FL 33610 Dale May 18,2016 4& WARNING - Verify design parameters and READ NOTES ON THIS AND fNCLUDED MITEK REFFRANCE PAGE M11-7473w, I0l03f2015 BEFORE USE. n, iock's, otm,,, sYQ,m) r3erforr sru ltie fxrd iirxl frtsiUns.r mu,t —Ifry 1. it " v " ilk 4t, 'I"foo, JAvol Y. 114, orx I t r, 1, J, K 1 c4 Im'. , ti , I h i 1 t , (,ANSI/TPI I Quality Criteria, DSB-49 and SCSI Building Component Safety information , ivAlot 4e fv,i i 1 [ us, I I Wl InsfihR x. 218 N I , ,, 1;4o, "'ofte 3 1 7, N, ., it " lil 1, VA ?:13 14 MiTek' 6904 Parke UW 131W Tampa FL 33610 TFui;* T_yp6 TEn348647 T60026 GASU Job Reference (optional) Puddeu, FtfslSowce 7amp2 Plant Cray Florida 3?566 7 640 ,Apr 19 2016 MITek Industries Inc Tue May 17 16 56 55 2016 Page 1 rD:84s7p2vjccsi4jB9DL55wDPz P0S-A8TThxRw PeSJEt,idtCJti6Xy0ZPAIXIP3tTTkttjzF'Y Ole Scale = 1 20 4 I 24 ti 23 22 2 3 4 5 3X4 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x4 -- 1-4-0 1.4-0 1-4-0 1-4-0 1-4-8 1-3-8 1-4-0 1-4-0 1-4-0 U-4-10 Plate Oftsels (X,Y)-- [5:0- 1 -8, Edge], [1 TO 1 -8, Edgel LOADING (pst) SPACING- 2-0-0 CS1. DEFL. in (to(,) I/dell L/d PLATES GRIP TOLL 40,0 Plate Grip DOL 1,00 TC 0,08 Ved(LL) n/a n/a 999 MT20 244/190 TCDL 10,0 Lumber DOL 1,00 BC 0,01 Veit(TL) n/a, n/a 999 BELL 0.0 Rep Stress Inct YES V7B 0,03 Horz(TL,) 0,00 14 n1a Iva BGDL 5.0 Code, FB02014fTP12007 (Matrix) Weight: 64 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 20 SP No.2(flal) TOP CHORD Structural wood sheathing directiy applied or 10-0-0 oc purlins, except BOT CHORD 2x4 SP No,2(flat) end Ver1lGaIS. WEBS 2x4 SP No,3(flat) BOT CHORD Rigid ceifingditectly appileo or 10-0-0 oG btacing OTHERS 20 SP Nia.3(flat) REACTIONS. Ali bearings 12-4-10, 1b) - Max Uplift All uplift 100 If) or less at joint(s) 12 Max Grav All reactions 250 lb of less at jorm(s) 22, 12, 21, 20, 19, 18. 17, 16, 15, 14, 13 FORCES. (ib) - Max, Comp./Max. Ten. - All forces 250 (11c) Of less except when shown. NOTES- (9) 1) All plates are 1.5x3 MT20 unless otherwise Indicated 2) Cable requires continuous bottom chord bearing, 3) Truss to be fully sheamed ftorr, one face or Securely braced against lateral movement (i.e. diagonal web), 4) Gable studs spaced at 1-4-0 oc, 5) Provide. rnechantcal connection (by Others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(,-,) 12, 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend ' 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0, 131 " X 3") nails, Stiongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not elect trLISS backwards. 9) "This manufactured product is designed as an individual building component, The suitability and use of this Gornponent for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code," N 53681 or z 0 tJ E, 011F Al 0 N A Michae,!S M,,ftid PF' No,53681 Mifek Ulik linc, HCerl 6634 1, 51104 Pirko FaM Mvd, Tainnim R, 33610 Date: May 18,2016 WARNINO- Verity design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERA NOE PAGE MIt-7473 rev. 10A)X2015 BEFORE USE MiTek ir i< i Inca wo,)t I), eANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information, rV,*,A4e ft',ill Inm il, 11,2 Instilute 21ff N,312 2/314 Tappa FL 33610 T60026 G03 ';CABLE E3uikSers FirstSuutcfi, Tampa, Plant City. Rcric(a 33566 0-1-8 zy r-fy T6648646 '', t Job Reterer-ce (ojAtonal)-- 7 640 s Apr 59 2016 MfTek lndustnus Ine. Tue May 17 56 5& 5°, 2016 Rage t D:81s7p2vjcca4jB9DL55wDPz_P4S-ABTThxRw PeSJEudiCJH6XyOXPAiXIP3tTTkhJzFYPk Scale = 1:40.2 3x4 -- 3x6 FP-- 3x4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 4q 01 6 er _.. y o a 4` 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x6 Fl='-- 3x4 ,- 3x4 rr 1-4-0 2-8-0 4-0-0 _5-4-0 618-0 8_ 0-0 9-4-8 10-6-0 12-0.0 13-+1-0 14 a o 16 0 f7 1 I-4-0 18-e S 1-4-0 ---1 20-0-0 21 4 0 22-60 ' 4 Ct 0 G4 v-12 1- 4-0 1-4-e 11-4-0 1-4-0 T4-0 1-4 0_,_ 1-4-0 _ 1-4-6._., 1-:3-8-1-4-0 4-0 1-4-0 5-4-0 7-4 81-3-8 1.4-0 440 5-5-12 Plate Onsets (X,Y)- [7:0 1 8,Edgej, [16:0 1-8,Ecdgej, [28:0-1-8,Edgej, [35:0 1 8,Edge] LOADING ( psi) SPACING- 2-00 CSL DEFL. in (loc) Idetl Ud PLATES GRiP TC. LL 40.0 Plate Grip DOL 1.00 Tc 0,08 Ved(LL) nta nta 999 MT20 244/190 TGDL 10.0 Lumber DOL. 1_00 BC 0,01 Verlj!-) nta nla 999 BGLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 22 nta rVa BGDL 5.0 Code FBC2014tTP12007 (Matrix) Weight: 122 1b FT - 20%F, 111%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural woad sheathing directly applied or 10-0-0 oc purrins, except BOT CHORD 20 SP Na_2(flat) end verticals. WEBS 20 SP No.3(flat) B01' CHORD Rigid ceiling directly applied or 6-0.0 of, bracing. OTHERS 2x4 SP Na3(flat) REACTIONS. All bearings 24-5-12. lb) - Max Uplift All uplift 100 in or less at joint(s) 22 Max Grav All teactions 250 lb or less at joints) 42, 22, 41. 40, 39, 38, 37, 36, 35, 33, 32, 31, 30. 29, 28, 27. 26, 25, 24, 23 FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- ( 9) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bea(ing. 3) Truss to be tuliY sheathed from one face or securely braced against lateral movement (i-e- diagonal web)- 4) Gable studs spaced at 1 -4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) 22, 6)" Semi-rigid pilobbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. it 7) Recommend 2x6 strongbacks, on edge spaced at 10-0-0 on and fastened to each truss with 3-10d (0.131" X 3") nails. Stfongbacks to be attached to walls at their outer ends or restrained by othe means. 8) CAUTION, Cho riot elect truss backwards xa \ T t t r 7„' g b9) "This manutacitared product is designed as an individivai building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSi TPI t as referenced by the building code-" No 53681 4 TAT ENiz p 4 0 - Mic, h,vaS lvi4jitt Pr No 53finY Mi lek Uts1S Inc, f t. GeO to 3A 6904 11 arks fast Blvd, harnsa fl ',k36 i 0 L aN,: May 18,2016 WARNING VVYity de€ign parorsaoters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE Mtb74T3 rev 1010"015 &EFORE USE iA urin +,ills t t t iAlt 0nly wilts tuti(k ^i iris < f a Itil" .,"rots t`. t .two. 1 fy ul -t, ti to is le=it kh un t. :.rn, $ iti 1-1 xi it Ah in tl rvi0 f0i } ^tnf rx nt n. i f tl.n4 sy4l<tm &at rua tr.,c., fhe: t tiil !#nr,p #<ucfni r initat vciity ttx af4:?ri ik alitY +I t ucir t rr=tic 'fun nn:f f u=tv:>dy flr qNv ik= li i k `.#;.HI it t fh ,ert of t, t uii<tnLd deau4m 114'aA c it' ll, is d, lxet-nl t,iv kihx) «f lrkfivi,,looi of"11'r 1-td marnbeta "FAY. MiTek h tMeav ie yrtu i for Atlailtvonif! twvent 161!cur Willi f` s44,e aAury m0j+r-fly ht+txx)i ion ,t<un o4 ylufd<xt e: r'h a<in rtt tt lea t tbrt< aflc>4 , st. tct(,,o, (iolK(.iy , it" ti,xt n vi IIIrss syslerems svoANSI(TP1I Quality Cdterio, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety, information ov,*A 9i, frosts Ilirw llkir,ett Arc tht, 21W N kI,e Stti*ed of lit== 311 N,ixon,IF )- ,tA 2231A Taira. FL 33610 Fill T864P6491. 36 Coo GABL F 1 Job Reference_(optional)._. der, P.tstSoricco, Tampa Plant Coy Flo da 33566 ID.8ls7 2v cca4 B9Df SawDPa POSefLttvlHSYllmJxNT PvrWr 11 IBI- WwGlfC67CHDIZFYD11UP Pf Q-1=a Seale n 1 19.2 1 22'i, 21 20 2 3 4 5 6 7 8 10 19 18 17 16 is 14 13 12 11 1-4-0 1-4,a 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1 0-41 LOADING(pst) SPACING- 2-0-0 CS1, DEFL, in (lac) i/dell Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1 00 TO 0.08 vert(LI_) n/a We 999 MT20 244/190 TCDL 100 Lumber DCOL 1.00 BC 0,01 ver4(TI_) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0,03 Horr(TL) 0.00 11 n/a n/a BCDL 5.0 Code FBG2014lTP12007 (Matrix) Weight: 57Ib FT ='20I F, 11°oE LUMBER- BRACING- TOPCHORD 2X4 SP No.2(€lan TOP CHORD Structural wood sheathing dir&GUY applied or 6-0-0 oc prsriins, except BOOT CHORD 20 SP No,2(fiat) end verbcais. WEBS 20 SP No-3(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, OTHERS 2x4 SP No.3(flatj REACTIONS. All bearings 11-8-4, lb) - Max Grav All reactions 250 In or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12 FORCES. ( Ib) - Max, Comp,/Max. Ten. - All forces 250 (ib) or less except when shown. NOTES- ( 8) 1) All plates are 1,5x3 MT20 unless otherwise indicated 2) Gable requiresicontinuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement ((.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc._ 5) " Semi -rigid prohbreaks with fixed fleets" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2k6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nats. Stiongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAU TItON, Do not erect muss backwards. 8) "' this manufactured product is designed as an individual building component. The suitability and use of this component for any particular building IS the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." S t Ll' q s e$ i' \ 1- Fr. 0 F" ; 1'• f4.f ag N aN 1t1 ter fek, USA, Inc rim Qert 6b-1,4 6904 Pirto ".1st".4istBlvd, Twnpa f-l. 13610 Wt6: May 18,2016 WARNING - Verify design parIrrrefers and READ NOTES ON THIS AND INCLUDED U17EK REFERANCE PAGE MfF7478 rev 1'010 12015 BEFORE USE th sicFn volt l f r ir.- ,Illy with mlla k anhr<a is that larM,ln fs ['I - l only t£l —1, vh.nun, on I K' I IF, 117 mdool kjll fin l ",mnr si nl sr..t . 7h, NsPst<m Nleveeu"sIhnl:Kni 4)"1 .1+*ugrx m0 'rlh,,4h" 41r A 0y ,I'fawi"I*. u: Ctrs, tr*ts'I"Ir T vtyu,,: l u'fai,. Ihh 1 a1,,}nice! th a;ane: al€ takmli I'estr#n 14') tn{rIn<1k}te tIsl,ttvr3v°r,ratty'10inS7 r I hdl'ldSrai tnis4 n,eb rtr lk, .fa<ta me nix «=•F,k, A<4r ilttorxallerz7l v,foly(XviI<,itn«ne3t t tv a9ng i is Ilwoy" I tuh r"I skil iltty a ,i t t £evcrnt ll H La= wllh r sdt;7< r e t tali k ju V txt rar>t K:I Iy .T>in<, Ie t rn ,,te3nea, 7 ,}tx I X e t til,aliyiaa the kalxk oikrs.. t(v zOu, d Ile,asv r £c,< Itoo It"I I ups of truss xs f Quality Criteria, OSS-84 and SCSI Building Component 6904 Parke East Blvd. Safety Information c)v, $I, rt de, trcrn iIms Plot -a 218 N 1 "'e St[',i 'vOte 317 fq"rain<S0 1, VA i1014- Tarnpa. FL 33610 Fol FLOOR 12 1 Job Reference (optional) Budde,s FastSource, Turnips Plant City Florida 33566 7 640 s Apt 19 2016 MiTel, Industries. Inc Tue May 17 16 S8 56 20l 6 Page I ID:81s7p2v1cca4jB9DL55wDPz POS-eL1rvHSYlimJxNTpPvrWeIU4vpNOChIC67CHDIzF < 2-60 1-10-12 Scale 1 21 a 1.5y'3 3x4 — 1'5X3 1'5X3 3x4 — SX3 — 2 3 4 5 13 3x4 — 3X4 — 3X6 — LOADING (pst) SPACING- 2-0-0 CSL DEFL, in loc) I/dell Ud TCLL 40.0 Plate Grip DOL 1,00 TC 0.55 Ven(LL) 0,15 7-8 991 360 TCDL 10.0 Lumber DOL 1,00 BC 0,62 Vetl(T[,) 0.26 7-8 566 240 BCLL 0,0 Rep Stress Incr YES WB 0,31 Horz.(TL) 0,02 7 n/a nia BCDL 5,0 Code FBG2014/TP12007 Matrix) PLATES GRIP MT20 2441190 Weight: 66 lb FT = 20'%F, 1 1,.E LUMBER- BRACING - TOP CHORD 2x4 SP No-2(flat) TOP CHORD Structural wood sheathing directly applied Or 6-0-0 OG PU11111S, except BOT CHORD 2x4 SP No.2(flat) end vefficals. WEBS 2x4 SP No-3(flat) ROT CHORD Rigid ceifing directly applied or 10-0-0 oc bracing - REACTIONS. (Ib/stze) 7=672/0-3-8, 10=678/0-7-4 FORCES. (lb) - Max, Comp./Max. Ton. - All forces 250 (b) or less except when shown TOP CHORD 2-3=-1356/0,3-4=-1356/0t4-5=1356/0 BOT CHORD 9-10=0/923,8-9=0/1356,7-8=0/939 WEBS 2-10=-1077/0,2-9=0/575,5-7=-1084/0,5-8=0(562 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) "Semi -rigid pitchbreaks with fixed beefs" Member end fixity model was used in the analysis and design of this truss, 3) Recommend 2X6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0, 131 " X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other rneans, 4) CAUT(ON, Do not erect truss backwards. 5) "This manufactured product is designed as an individual building component. The suitability and use Of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code, S E 1\1NV No 53681 T AT E OF 4f 0 z1; Magni PF Nf),53681 kW U,15A, Ine- I (,:ort 66M 6,410-4 Paf*i Ust Blvd, Tzimpa Fl, 33X510 Date: May 18,2016 I WARNINO - Verity design parameters and READ NOTES ON THIS AND INCLUDED UITEK REFERANCE PAGE U(1-7473,ev. 1010312015 BEFORE USE IN% fi'Mqll I, L'1- I only lj[x,t) tihown. ond K r( <41 indi"titril 101dit'j "(-, 'rj -lymll' tnjss If- k likbnel<lotiicpKai fjrkr'l veJifY IN•, r[4 II(C(IIARY 1 4 0c*jr' I, ao<i I ,rof,ily Inlj 'a" lto this do>qri Irdllr <arrail Ist MiTek' K' 1IWoySnxjIswd f,l O'ItOlyol vil k I I"( nji'Fav ologol' filiq the fohlkxfliol" ti, qr'nlj t+'Yinxj nI Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East Blvd Solely, Information rwilk A,*= rn,m Inr,, Plot,, IF,Aihr,r, 216 Fil lo,, Sln-l, ';(at,, ;#1 1- Al,xondfl(), VA "1:13 1 '1, Tanya, FL 33610 1130026 3x4 = 3x4 I FLOOR 7.640 5 Apt 19 2016 Were Industries. Inc ID:8K7p2vjcca4IB9E)L55wDPz POS-6XbD6dTAW6uAZ) 1-92 1 5X3 1 50 3 4 9 3x4 8 3X4 — LOADING (pst) SPACING- 2-0-0 CS1. DEFL. in (loc) defl I.Jd TCLL 40.0 Plate Dub DOL 1 00 TC , 0,50 Verl(Lt-) 0,13 9-10 4999 360 TC,DL 10.0 Lumber DOL. 1,00 BC 0,59 Vert(Tl,,) 0,24 9-10 610 240 BOLL 0.0 Rep Stress Incr YES W B 0,30 Horz(Ti..) 0.02 7 n/a ilia BCDL 5.0 Gode FBC2014/TP12007 Matrix} LUMBER- BRACING - TOP CHORD 20 SP No,2(tlat) TOP CHORD BOT CHORD 2x4 SP No,2(tprb WEBS 2X4 SP No.3(fat) BOT CHORD REACTIONS. (Ilhisize) 10=667/0-7-4, 7=667/Mechanical FORCES, (lb) - Max. Comp./Max. Too. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1316/0,3-4=-1316(0,4-5=1316/0 B07 CHORD 9-10=0/906,8-9=0/1316,7-8=0/906 WEBS 2-10=-1057/0,2-9=0/548,5-7=-1057/0,5-8=0/548 3X4 5 IB6486!I 17 16 " 57 1016 Page I y I G TCj6?8gMKrriyrfFrzFYF`i Scale 1 2 1 4 7 3x4 PLATES GRIP MT20 244/190 Weight: 64 to FJ = 20%F, I 1%E Structural wood sheathing directly applied or 6-0-0 OC pl-idlu-,, except end veniGais. Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES- (6) 1) Unbalanced floor try(,, loads have been considered for this design. 2) Refer to glrder(S) for truss to truss connections. 3) "Semi -rigid pitchbirealks with fixed hylefs" Member end fixity Model was used in the analysis and design of this truss, 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0, 131 " X 3") nails. Strongbacks to be attached to walls at their OUtel' ends or restrained by other means. 5) CAUTION, Do not erect russ backwards. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code-" t q 0',f eo E N v No53681 Z TAar TEC) F ON A, tAwlurc, JS IWItpal FIF No,53681 Mi fk* USA, Inc.. H,, (AF1 6634 6904 Parke Fa,,it Wvd Tamp? N, 3,k,,1 0 Date A k WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCEPAOE M11-7473ma. W03/2016BEFORE USE fk,igll vok,i rof t6,1 ,nly '41h krlrok— -nii-,lom Inroik)n vs 1w1-d onlyllf—n IndiS r"( on Indi'A'In'll t xjIkIlfcI , "Ill li ill1-1 I rqm the: must veer v J,rHl"0,wuu 1 l4"I"fly ilx- IhK tnlo 11, -v(-,r,j1l HA,rinn IwM jn, A_ldlly,nolkmqx,00iy r" ahe tlyswquiwdI,, rMrtAlly crud in j4ovenl 4 , 'Ith 1 4" 1 lmq"A Injuty 11y, 1, ufl, x01:, f11(,7,,,vA( '"491-1 ties Pvoly, of how- 1,1wi Ku+Ilvllools. s,-ANSVTPII Quality Criteria, DSB-69 and III Building Component Safety Informatton ov' rikltio fl<li, ltlN, ki"I" tfMlluro, ?16 K Sto" :W,1. VA :12314 Of M Re k' 6904 Parke, East brad. TaMpa FIL 336IQ May 18,2016 1`04 Float Girder Job Reference (optional) Imp I Plant CRY Hands 33566 7.640 s Apt 19 2016 Wel, indeswes, inc Tue M.y 17 16 58 57 2016 Page I ID:8Is7p2vjcca4jB9DL55wDPz POS-6XbD6dTAWOk4AZX20zdMiBylGBCpz'7A4MKniyrl6zFYPi 1 1 5X3 '..'.. 3x4 - 3 1.5x3 Scale = 1 a1 3 3x4 - 3x4 - LOADING (psh SPACING- 2-0-0 CS1, DEFL, in Ioc) I/defl Ud PLATES GRIP TCLL 40,0 Plate Gnp ROL 1.00 TG 0,46 VVIO(LI-) 0.00 5 .... 360 MT20 244/190 TCDL 10,0 Lumber DOL 1.00 BIG 0,21 Vert(] L) -0,02 4-5 >999 240 BCLL D'O Rep Stress InGr NO WB 0,15 Horzjl-) 0.00 4 n1a rva BCDL 5.0 Code FBG2014/TP12007 Matrix) Weight: 20 to FT - 20%F, 11 °',,E LUMBER- BRACING - TOP CHORD 2)(4SPNo.2(flat) TOP CHORD SituOufal wood sheathing directly applied or 3-3-0 oc purlins, except BOT CHORD 2x4 SP No.2(tlal) end vialicals. WEBS 20 SP No,3(flal) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=596/Mechanical, 5=596/Mechantcal FORCES, (lb) - Max. Gomp,/Max. Ter), - All forces 250 (lb) or less except when shown. ROT CHORD 4-5-01425 WEBS 2-4=-598/0, 2-5=-59810 NOTES- (6) 1) Refer to girder(s) tot truss to truss connections. 2) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis, and design of this truss, 3) Recommend 2x(i strongbacks, on edge, spaced at 10-0-0 oc and fastened to each trLISS with, 3-1 Od (0. 131 " X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 317 lb down at 1-7-8 on top chord. The design1selection of such connection devioe(s) is the responsibility of others, 5) In the LOAD CASE(S) section, leads applied to the face of the truss are noted as front (F) or back (6). 6) "This manutactuied product is designed as an Individual building component, The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code. 0% S, N E N No 5 368 1 44, Q 'T VT 0 F x" e, Ft" 0 N A 11111110t`ii Micha,M S. Maqad ff Nci,5,3681 MI fek, UK Inc- 11, Coil %34 904 Pmlw Ea,'0 Bivd. TaMpa Fi- 33610 Dise LOAD CASE(S) Standard 1) Dead + Floor Live (balanood): LLIrT)b('f Increase=1.00, Plate Increase-1 .00 Uniform Loads (pit) Vert: 4-5=- 10, 1-3= 270(F--- 170) Concentrated Loads (lb) Vert: 2=-317(F) May 18,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND fNCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312016 BEFORE USE, I -I" [11K, ro"i,in Is t *)v . I "rRy 111 -11; it, Im, 1(a," sit ,kn. on, 11, t-r or) In, W+ h lol kxttl 111 )4j "fl)j - wi, IL 1xA I wrlom ir'J"f, tN- kgr. Itnq - ro*I tot 'wnt ""vily 4 40 - R Aty 'I lo"'tor, I, It I; I I -t -ly tie ( 11 , Iot,,• thits 1-jn 114- th,') ov'+ IM M11, MiTek Isolw IV, r- st, it,olly A'd r, ll'w'nil will, 1—M[ +, i A It'l(Ify on,l jr'j,Ilv A qIA,t9v , re vif jjng Ra) In, I litim ly'r, xr I,,, xa' ANSUTPI I Quality Criteria, M-89 and SCSI Building Component 6904 Parke East Blvd Aj,x, rr,ltjo VA27314 Tarnpa FL 93610 18648653 TB0026 F05 Builders FaslSowce, Taopa Plam City Florida 331,66 0-1 6 1 5X3 10 Floor I I 7 640 % Ap, a 2016 Miler, M, J[)iBIs7p2vjcca4jf39DL55wDPz POS-6XbD6dT 2-6-0 1-7-12 3X4 Scale ; 1 12.6 2 3 3A 4 3x4 -- 3X4 — 6-0-4 Plate Offsets, (X,Y)-- (2:0-1-8,Fdge), [3:0-1 8,Edgel LOADING (psf) SPACING- 2-0-0 CSL DEFL, in loc) I/detl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0,50 Vetl([-L) 0,05 7-8 999 360 TCDL 10,0 Lumber DOL 1,00 BC 0.45 Ved(l 1-) 0,07 7-8 932 240 BGLL 0,0 Rep stress Incr YES WS 0,11 Hoiz(FL) 0.00 5 n/a rVa BCDL 5,0 Code FBC2014/TP12007 Matrix) PLATES GRIP MT20 2441190 Weight: 35 lb FT - 20%F, I 1%E LUMBER- BRACING - TOP CHORD 2x4 SP No,2(fW) TOP CHORD Structural wood Sheathing directly applied OF 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2glat) and vedical$, WEBS 2x4 SP N(,0(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ilh/srze) 8=117/0-5-4,5=317/Mechanioaf FORCES. (11h) - Max. Comp -/Max. Ton. - All forces 250 (lb) of less except when shown TOP CHORD 2-3=,-289/0 BOT CHORD 7-8-0289, 6- 7=0/289, 5-6=0/289 WEBS 2-8=-335/0, 3-5=-434/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design 2) Refel`10 git'd0r(1) for truss to truss connections. 3) "Semi -rigid bitchbreaks with fixed heels" Member end fixity model was used in the analysts arid design Of this truss. 4) Recommend 2X6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with,3-10d (0,131" X X) nails. Strongbacks to be attached to walls at their Cuter ends Or restrained by other means. 5) CAUTION, Do not erect truss backwards, 6) This nianlritaCtUred product is designed as an individual budding component. The suitability and use Of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.` Nk 0 I's k No 5,3681 QTAT- 0 310 Nik tv- It MkWel S Wqtid PF No,5,'%fil kil sek LISA, 43(,,,,K Gert 6634 61904 llarM U)M Blvet Tarnpall-1 33610 Date: May 18,2016 AA, WARNING - Vothry design parameters and READ NOTES ON THIS AND thICLUDED MITEK REFERANCE PAGE MI1,7473 rev 10/0"015 6EFORE USE I "" vliI t r ksea -tilt' will, lhifev{Jn K' J (';Ad i if -T) [.A, lnwt,if, "h')wl" to Is f-1 , R, in, ir"i, I't, if t rvil, lino , " "i'l iv,,il, ti, 'I I Ivi" sytoin, [ t,+,Ie, III,, I Alil"ift"j, I,,l Ifiti'l v,rrjly lh, 11 j Av :it Ally "I' rf:If If, I t I"[ ,,Iy 9" , 'it' ;, It,, IN, - r—kir, inlth,x , t,vI—Isjy Ad, jili—l'ol r,m'l >Iury 21, 3 rsairrn 11x,10 I,f, Y'inq Wek' isolwo)ioqkiia',J k' t 'I'viCty'Ind P, 14,w,qll 4Krj,w Witt) j,,SAA,, irilu'Y'u"I I't"J"Ily 41""610 f,itn", 'I'livofy, e=is=risevr .11vj twi, trio 'A lfu"ws o10 tvenswlot ns, r,xANSI/TPII Quality CTifterra, DSB-89 and SCSI Building Component 6904 Parke East Blvd Soffirly, Information owvlkit+m ft,, m rrm 1-1, *e. ?M N, loo Suit, 312 Wxo,)tlirl, VA ?, C14 Tina FL, 33610 2-0-0 scale = 1 22 4 T60026 ('06 Firao, Gqde, Builders P.wSowo; Tampa Plant city Ronda 33566 0-1-8 1-3-0 1 104 3X6 4x6 4 T8(486s4 Job Reference (optional) 7 640 s Ara 19 2016 Wet, IrdListla,' Inc Tue May 11 16 Ss S8 2016 Page I ID:Bls7p2vjcca4jB9D[-55wDPz POS-bjQcKzUoGKOIAhdCXKt kAaKRc OkSZVZQhOlezFYPh 3)(6 4x6 5 6 4x6 7 3x4 = 5x6 = 1 5x3 5X6 = 3Y6 = 3X6 = 2-9-0 Plate Offsets (X,Y)-- 4:0-3-0, Edge], [13:0- 1-8, Edge],[ 17:0-1-8,0-0-91 LOADING (pst) SPACING- 2-0-0 CS1. DEFL. in (loc) I/delk Ud TOLL 40,0 Plate Grip DOL 1.00 TC 0,94 Ved(t-lj 0,15 11 12 999 360 TCDL 10,0 Lumber DOL 1.00 BC 0.90 Vert(TL) 0.23 11 12 672 240 BOLL 0.0 Rep Stress Incr NO WB O.84 Horz(TL) 0-03 9 Na Wa BCDL 5,0 Code FBC2014ITP12007 Matrix) PLATES GRIP MT20 244/190 Weight: 90 lb FT = 20`,'oP, 11 %E LUMBER- BRACING- TOPCHORD 2X4SPNo.1(fat) 'TOP CHORD except BOT CHORD 2X4 SP No, 1 (flat) rand verticals - WEBS 2x4 SP No,3(fiati 6OTCHORD Rigid coiling directly applied or 10-0-0 oc bracing. REACTIONS. ( Itafsize) 9-z972/0-3-8, 14=101 1/0-5-4 FORCES. ( lb) - Max, Cornp,/Max. Teri, - All totGes 250 (ib) of loss except when shown TOP CHORD 2-3=-195410, 3-4=-1954/0,4-5=-2820/0, 5-6=-2820/0, 6-7=, 1778/0 BOT CHORD 13-14=0/767, 12-13=0/1954, 11-12=0/1954, 10-11=012273,9-10--0/1256 WEBS 7- 9=-1526/0, T10=0/809,6 10=-766/0,6-11.-0(674,5-11=-1232/03 4-11=0/1326, 2-14=-1186/0,2-13--0/1758, 3-13=- 1170/0 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design, 2) "Serriti- rig(d pitchbreaks with fixed beets" Member end fixity model was used In the analysis and design of tills truss. 3) Recommend 2X6 stiongbacks, on edge- spaced at 10-0 0 oc and fastened to each truss with 3-10d (0 131" X Xnails. StIongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect trUSs, backwards. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 596 lb down at 6-2-0 on top chord. The desIqn/selection of such connection device(s) is the responsibility of others. 6) in the LOAD CASE(S) section, loads applied to the face of the truss are rioted as front ffl, or back (B), This 7) rnant- Ifacturedproduct is designed as an individual bUilding component. The sufabirty and rise of this component for any N C E, N s, PartIGUIal building is the responsibility of the building designer per ANSI TPI I as referenced by the bij0ding code LOAD CASES} Standard No 53681 1) Dead + Floor Live (balanced): Lumber Increase-1.00, Plate Increase--.-1.00 Uniform Loads (pit) Vert 9-14=- 10, 1 8=-100 Concentrated Loads (1b) T' T AT E C") F- Vent 5=-,596( F) A's 0 s, I ON At lilt, I I I I I % Kchaffl S, Nlirold 1,11 No,53681Miter: USA, Inc, R6634 6904 Parks t,wl ffilvd. Tar' pa FL 33610 Date, May 18,2016 WARNING - Vedly, d"fort, Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PACE ilififf- 7473 rev. fO/0"015 BEFORE USE. 0"qqfi 'Ilki For rra"I'ly with mif,+ortncl, t"(s, f1w-krygn K t - mI I -In lrw+I, o;ci is I-F '111 jivirvid'I'If I Ajildital + „oq'A"ail, nol I IF u sy,(,an, t3ol (,I, It r^ t " III, III 1S I, lo"4go"f f, it Isf ""'fily fill, , g 1 11, •4 Vy , 4 I w IF I lo I, as )"(i I l r -Ity 10, < 'If ");. it,) fill, - $w,(c It, it Flo In" , V, I, If I Nil t,tI&9I,q Tin I,11'(p I"Jil"ol-I Is lo , I of ln'livikilpol Ilu,,W(q )f, il,, th,+ $:Fv,,iA.m only A, it lotiq , ifity and 1,,Fmoo,ml I t, h1ls 4 MiTek I"Ikvw(,Jtovd f"'I 0) t4fllyond r•14evolll (loj— 4" i"l-ri'li kqjrv);xA[,a I (,,F ,jownol " wq )I, An"tjr, For qF, atkx, sV,v,#je. , k4mly vf- Ii'a" Ind I "o, 11a1 "1 11011 .Ystollll So1*NSIjTPh Quality Cr Cerro, DSO-89 and BC$l Building Component 6Q04 PaIlke Cast Blvd Safety Information flon, tniSS Wit', 218 ri I,- Mwel, St111,, 312 VA 123 14 Tan -pa FL 33610 T60026 Bmiders, F.rtSowco, Tampa 2 6-0 1SX3 1,5X3 1,50 1 3x4 2 3,1,566 FLOOR y I-ly Job Refer VaiGe (optIonal) 7 640 s Apt 19 2016 MtTe k rid mmno, Ire I us May 17 16 58 58 2016 Page I ID:8Is7p2vj(.,ca4jB9DL55wDPz P0S-bj9cKz(JoGK0lAhdGXKt kAa0qc22kaeVZQhOrezFYPh Scale = 1 22A I 5X3 1,5X3 1 .5x3 3x4 1,5X3 3 4 5 F 13 3X4 = 3x4 = 3X6 = 12-11 12 Plate Offsets (X,Y)-- 8: 0- 1 -8, Edge], [9:0-1-8, Edge] LOADING (psi) SPACING- 2-0-0 CS1, DEFL. in (low) I/detl Ud TGLL 40,0 Plate Grip DOL 1,00 TC 0,65 Vett(L-L) 018 7-8 853 360 I-G,DL 10,0 Lumber DOL 1,00 BC 0,67 Verl(TL) 029 7-8 521 240 BOLL 0.0 Rep Stress Incr YES WB 0,32 Horzjl-) 0,02 7 n/a n/a BCDL 5.0 Code FBG20141TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP N0.2{flat} BOT CHORD 20 SP N0,2(fratl WEBS 2X4 SP No,3(flal) REACTIONS, (Ilk/size) 7=690/0-3-8, 10=697/0-5-4 FORCES. (lb) Max. Comp./Max. Teti. - All forces 250 (.1b) or less except when Shown. TOP CHORD 2-3=-1421/0, 3-4--1421/0,4-5-1421/0 BOT CHORD 9-10,-0/952, 8-9=0/1 421, 7 8=0/968 WEBS 2-10-- 1111/0, 2-9=0/622, 5-7=-1118/0, 5-8=0/608 PLATES GRIP NIT20 244/190 Weight: 67 lb FT = 20%F, I ME BRACING - TOP CHORD Structural wood Sheathing directly applied or 6-0-0 OG PIIJIMS3 except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- ( 5) 1) Unbalanced floor live loads have been considered for this design. 2) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 3) Recommend 2)(6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss will) 3-1 Od (0, 131 " X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not elect truss backwards. 5) " This manufactured product is designed as an individual building cornticment. The suitability and use of this component for any pattcular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." %jj111#jVjj It' s tX1 0,0' s 10 No, 53681 STA TE 0 F 0 ' D % ONACi- VON filloOkMichriel S `Aqvill Pf, Nv,Mfisl 101 TO UISA, Inc, L Cen 6*34 6904 ParV,, FaM Blvd, 11npa FL 33610 Date": May 18,2016 A lk WARNING ^ Verity design parameters and REAP) NOTES ON THrS ANO INCL UVED MITEK REFERA NCF PAGE M11- 74 73 rev. 101031201$REFORE USE. lxr' Kjl i voll, I It ta, -nly Ath mirok „1,1 this dosyVrl Is t ,I, t`jaofw+I "t"w" 'IV), 11" to, , In In AVI'lViol I kill, IlIst < <,,, I nt of Ew 4 IlfImyslom ll" t"t" uw. rho 1-a"p"i (I"I'l —Irry th-1; 141, ot,llity ''t f 'N" i I lol -Ilya,, -If vIolo this #c ^uyan iW- tho -\-', AI Nil MiTek' deli, ,ny,( Io< A,n I of KNsw, t , 3,Quolity Criterro, D$9-89 and BCS1 Building Component 6904 Patl(k, East Blvd sorfety Intotmotion, Ivorlot* riom IrIss H, It,, lmattir,>, 218 N le—>4wol Srritet 3i1 Pr! x',:avlfki VA XliM, 71"T'a ", 33610 T600213 F08 FLOOR 3 1 Job Reference (optional) Flals.knee, Tampa, Plant Coy Florida 33566 7.640 s Apr 19 2016 Miter, tridi,istn6s Inc, Tim May 17 16 58 59 2016 Page I ID:8Is7p2vjcca4jB9DL55wDF`z POS-3vj XIVOIdeLiorGO41ODCN6WTONqTQDto4Rxq4zFYPg 0-1-8 2-6-0 1-3-0 2-0-4 2-6-0 2-6-0 Scare = 128.5 1 5X3 = 1 SX3 1 50 1 50 1 2 3 4 5 6 7 8 16-4-12 16-4-12 Plate Offsets (X,Y)-- [11:0-1-8,Edgej,[12,0-T-8,Edgej LOADING (psf) SPACING- 2-00 est. DEFL, in (Ioc) I/defl Ud PLATES GRIP TGLL 40,0 Plate Grip DOL 1,00 T G 0-85 Vorl(I-L) -0,22 10-11 >870 360 MT20 244/190 TODL 10,0 (_umber DOL 1.00 B G 0,77 Ved(TL) -0,32 10-11 >598 240 BCLI 0.0 Rep Stress Incr YES WB 0,43 Horz(T[,,) 0,04 9 rVa ri/a BGDL 5.0 Code FBG2014/TP12007 (Matrix) Weight: 85 1b FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2X4 SP No.2(tlat) TOP CHORD Structural wood sheathing directly applied of 5-9 4 oc purfins, except BOT CHORD 2x4 SP No. 1 {flat; end vertirals. WEBS 2x4 SP No.3(flat; BOT CHORD Rigid ceiling directly appled or 10-0-0 oc. t)racing, REACTIONS. (INsIze) 9=888/Mechanical, 14=888/0-7-4 FORCES, (lb) , Max. Comp,/Max. Ton. - All forces 250 (11h) or less except when shown. TOP CHORD 2-3=-1656/0, 3-4=-229710,4-5-2297/0, 5-6---2297/0, 6-7=, 1680/0 BOT CHORD 13-14=0/1277,12-13=012022,11 12=0/2297, 10-11 .0/2032, 9-10=0/1280 WEBS 7-9=- 1494/0, 7-10=0/635, 6-1 0=-560/0, 6-11 =0/529, 2-14=- 149110, 2-13--0/601, 3-13=-581/0, 3-12=0/625, 4- 12--330/0 NOTES- ( 7) 1) Unbalanced floor live loads have been considered for this design, 2) All plates are 3X4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) " Semi -rigid pitchbmaks with fixed hoots" Member end fixity model was used In the analysis and design of this puss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 or; and fastened to each truss with 3- 1 did (0, 131 " X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) "' This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer [let ANSI TPI I as referenced by the building code." 6) 53681 SIAFE OF A-, ti Q g, ell ; I tAid' hm"'I S mil a,00 PF No ,368 I Mffelk Ul'ik4,,cR, (Arl ,'A,,,34 6904 Nidoi East 1310, Tarnpa FL 33610 DO e, May 18, 2016 AA WARNING , Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFFRANCE PAGE Ulf-7473 rev. 1010312015 BEFORE USE Oo,fql I "Ilk I I"i o"o (Irly with N114*1 , onn'-lof" It rr; Ioaiijll 1% t-lo.. I t,rtly (Jr.,$, I , )nii is for 'J" 40141o( A IIIII'linci x' I, t2 nt, I YA ril 60oto r I'o, It r,: b'Aldilxj iooijir,ii must o; I ty Ih, 'JI'lif It At ty 'I 'ro"t'g, f` I, crrw,ro,, - "v It Iop"Tly 11" it ovrl, 1tv, , rw*in In I It r,"/(j, 111 141 I,i (,fit q N, it'ji, , it,,, i I s k, , I Iov1110 i"Whil of Ifi, livi, Ar'llw In% W,q -in 11, " "J"I, I s')(mA ,1" only, A4 lill, "riiI r,rIflj -rily in, I I r, t, ho MiTek' Is "Iwtno 1,r( Frrlod k,l '144111y "Ild ro 1 4,,V,q1I ( oll,11 "Y' Willi r """It Ae iiijuly, lfxj I Iot w,,ty d'll, 1 , I gf)(M'A 'Juldc xli o Il'Allo it,, h it Iti,'t " % rol, vro, dokv, •f Y, , Nw" W 1, ,11, 1 Ic icil 10 of hr mv x,o Iry I it, 1,,s aY,I,st 11", V,1,aANSIJTPI I QualityCriteria, DS8-if9 and BCSI Building Component 6904 fra,loi East Blvd. 0elly Information , w(firot A(s It"'I i i rfro, Flak) 11 ofir, flo, ? I A ri 1, ^„ Mf- 1, S, it, t 312 13k X, in, III,;, VA:123 14 Tatnpa R, 33610 T60026 F09 trussyam- FLOOR T86486,57 2 1 Job Referet" (oplional) 7.640 s Apr 19 2016 MiTelk industries. Inc lue May 17 16 58 Fq 2016 Page I ID:8ls7b2v=a4i59DL55wDPz POS-3vi XIVO1d8uorCO41ODGN6WmOJiuTDHfo4Rxq4zFYPg cale = 1,28,1 1 5x3 1 5X3 1 5X3 1 5x3 1 2 3 4 5 6 7 8 16 1 Plate Offsets (X,Y)-- j11:0-1-8,Edqej,jl2:0-1-8,Edqej LOADING (psf) SPACING- 2-0-0 CS!, DEFL. in (Ioo) I/detl L/d PLATES GRIP TCLL 40,0 Plate Gnp DOL 1,00 TC 0.83 Verl(LL) 0.22 10-11 888 360 MT20 244/190 TGDL 10,0 Lumber DOL 1,00 B G 0.98 Ved(TI-) 0,32 10-11 602 240 BCLL 0,0 Rep Stress Iner YES WB 0A2 Hoiz(TL) 0,05 9 n1a, p/a BCDL 5.0 Code FBC,2014/TP12007 Matrix) Weight: 83 In FT = 20%F, 11 °',,E LUMBER- BRACING - TOP CHORD 2x4 SP No,2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc, purlins, except SOT CHORD 2x4 SP No,2(flat) end VelliGals. WEBS 20 SP No,3(flat) BOTCHORD Rigid ceff(riq directly applied or 2-2-0 oc bracing. REACTIONS, (lb/size) 14=88M 4 0. 9=880/lvlechantcal FORCES. (lb) - Max. Gornp,/Max. Ton. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1637/0, 3-4=-2258/0, 4-5=-2258/0, 5-6--225810, 6-7=-165910 B01 CHORD 13-14=0/1 264,12-13-0/1994, 11-12 12258, 10-11 =012007, 91 0=011 266 WEBS 2-14=-1476/0, 7-9=,-1477/0,7-10-0/625.6-10=-552/0,2-13=0/592, 3-13=-568/0,3-12=0/605,4-12=-327(0, NOTES- (6) 1) Unbalanced floor live loads have been considered for this design, 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Rete( to girder(s) for truss to truss connections, 4) "Semi -rigid pitohbieaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 5) Recommend 2x6 stirongoacks, on edge, spaced at 10-0-0 ocand fastened to each truss with 3-10d (0,131" XX) nads. Sttongbacksto be attached to walls at their outer ends or restrained by other means. This 6) manufactured product is designedas an individual building component. The suitability and Use of this component for any building is the the building designer ANSI T PI 1 as relefenced by the building code." sN% S,% S, palftUlat responsibility of per N E N1 Nr 53681 STATE OF 11 . o N11 0 OS 0 , N A tiff 1111iJIllf", lryfichaei S Vkand FIF No, 53,581 MINX USA, Ine, 1,L (;erl % 34 6u,164 bv# Blvd. lampa f1 3,1610 DateMay 18,2016 A k WARNING - Verify design porarritifersand READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAOE01,7473 rev, f"-WOIS BEFORE USE, 0-,401, %1,140 (o smith lhkdojorl is t,lu: i Illy Iq-tl olvi is fol cin III,fivlduol t 0l'ij(II4 , ('III[ Iwnl, FI4 , t1tro, systoly, lo+'w IN% 1ho inuct —cry III,, III 4i"Allity,q f v,j,asly It,, ItIrc ($"aiIII frl Its ,.,:gill 191' t tgdit'In dow , MiTek' tk' n o[O, I twx*, q) of hu,—s,;nd ours —ANSI/TRII Quality Criteria, DSB-89 and BCSJ Building Component 6904 Parke Ease 6Nd safety Inrwriac"on , iv,irL dory Prom Ifuc, jj,jje ?Je 1,1 J-) 3 1? Aj,x ii,Rki, VA ?2314 TarMa FL 33610 T130026 Flo 1-7-14 14 Floor G,tclef 6X8 3X6 6X8 2 3 4 Jolb Refereilre 7.640 s Apt 19 2016 N 1[):Bls7p2vjcca4jB9DL55wDPz POS- 3XC 3X6 19 6 7 T8648658 V 17 16 59 00 2016' Page I p0fIIQjUCL0,)lkAVvIWzFY Scale = 1 27 5 6X8 3xG 8 20 9 9 4x6 = 3x6 FP,_ 5X8 = 5X6 == 1 50 1,50 5X6 = 5X8 4t,6 3-6-0 26-12 2-6-0 1-3-0 2-5-4 Plate Offset$ (X,`)-, LOADING (psO SPACING- 2-0-0 CS1. DEFL. in Ioc) I/defl Ud TOLL 40,0 Plate Grip DOL 1,00 1 G 0,76 Verl(I-L) -011 12 999 360 TCDL ID'o Lumber DOL 1,00 BIG 0,74 Verl(l-) 017 12 910 240 BOLL 0,0 Rep Stress Incr N Q W6 0,90 Hcrz(111) 0,04 10 Iva Iva BCDL 5,0 Code, FBG2014ITP12007 Matrix) LUMBER- BRACING- TOPCHORD 20 SP 1\102(trat) TOP CHORD BOT CHORD 2x4 SP 1\10,2(flah *Except* 10- 16: 20 SP M 31 (flat) BOI CHORD WEBS 2x4 SP No,3(flat) REACTIONS. ( lb/size) 10=2310/Mechanical, 17,--272613-8-0, 18-612/3-8-0 Max Jp6tD8=-834(LC 7) Max Grav 1 O=231 1 (LC 4), 17=2779(L(' 7) FORCES. ( ib) - Max. Comp,/Max. Ton. - All forces 250 (11)) or less except when shown - TOP CHORD P-3=0/2313, 3-4=012313, 4-5=-1078/0, 5-19,---3127f(,, 6-19---3127/0, 6-7=4238/0, 7- 8=-3176/0 BOT CHORD 17-18=-1062/0, 16-17=-1030/235,15-16=-1030/235,14-15=0/2085, 13-14-014238, 12-13=0/ 4238,11-12=0/4238, 10-11=0/2107 WEBS 2-18,-- 0/1401, 6-14=-1677/ 0,8-1 1=0/1656, 8-10--317510,7-11=-1599/0 1-3-0 2-7 H.. PLATES GRIP MI 20 244/ 190 Weight: 109 In FT' = 20%F, 11 %E SIRIGtUral Wood sheathing directly applied or 6-0-0 oc puflins, except end verticals. Rigid Getting directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,15-17, NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connection,-,. 18. 3) Provide mechanicalconnection (by others) of truss to beating plate capable of withstanding 834 lb uplift at joint s`- - 4) "Ser-nf- rigid pitchlbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.N 5) Recommend 2X6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each it uss with 3-1 Od (0, 131 X 3") halls, Stforigbacks to be attached to walls at their outer ends or restrained by other mearls, No 5 3 63 8 1 6) In theLOADCASE(S) section, loads applied to the face of the truss are noted as front (F) or back (13). 7) "This manufactured product is designed as an Individual building component, The Suitability and use of this component for any particular building is the responsibility of the building designer per ANSI T'P( 1 as referenced by the building code," 8) CAUTION, Do nor elect truss backwards. rJ > z- S-T-4- T-E LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase. = 1.00, Plate Inciease=1,00 0 R Unitomi I oads ( pit) Veil: 10-18=- 10, 1-19=-100, 19-20 544(1`=444), 9-20-100 Nlic,h,,iel S NkivO PF W3,"i3t,)8 Nil rek USA, inc, FL Cer! 0334 39,Q4 Parke Blvd, rarnpa FL 33610 Date, May 18, 2016 BA WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 101OW015 BEFORE USE, Oo,ion V, III If,,; ulw ,:,Illy i00 1 [On,k f rf 1,, +,m i,, tni( Ih- • V,, III NJ[ th W ek' Iimwwqul,, d tol of"i to J,wwxnt c' Hol ^u, Witt, l4otr tiv Ind twi,"iNi ot Ims"o-ind 4(m weANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component i 6904 Patio, East 6rd Safety Information owlilot 4,* from rnn Pklt lnrbll,e 2W N, I,- 'Slw-ot, 317 ttxddo, VA 22314 Tarr". FL 33610 T60026 Fit,,,Floor Job Reference (optional) Builders FrrstSource, Tampa, Plant Coy. Florida 33566 7.640 s Apr 19 2016 MiTek Industries Inc -Tue May 17 16 59 00 2016 Farit, I ID:6Is7p2vjcca4j69DL55wDPz POS-X6HNileV2oxGko?nbOvSpbfs4QtBCZbolkAVMWzFl 1 1,50 2 30 = 31.5x3 Scale = 1 113 5 3x4 — 30 — LOADING (psf) SPACING- 2-0-0 est. DEFL, in 100) I/defl Ud PLATES GRIP TCLL 40.0 Plate Gtip DOL 1,00 TC 0,16 Verl(LI-) 0.00 5 ... 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(TI-) -0,03 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES W5 0.04 HorijL) 0,00 4 n/a n/a BCDL 5.0 Code FBC2014iTPi2007 Matrix) Weight: 20 It, FT -- 20%F, 11 1%E LUMBER- BRACING - TOP CHORD 20 SP NO,2(flat) TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc; putlins, except BOT CHORD 2x4 SP No.2(flat) end verlicals, WEBS 2X4 SP No-3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. (Ib/SiZe) 4=176/0-4-0,5=176/0-4-0 FORCES. (11h) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. NOTES- (3) 1) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 2) Recommend 2x6 strongbaoRs, on edge, spaced at 10-0-0 oc and fastened to each truss with 3 1 Od (0, 131 " X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) "This manufactured product is designed as an individual building component. The Suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." S, At E Ns N 53681 07:0 ,,\ 'TE f- Ile /0 N A t I I I I I It I I Nfich,aef S, Mvioid Pr No,S3681 Klfl fek USA, Ific, F L Gen 634 6904 Parke East MvdTanpd K 33610 D a t Ii: May 18,2016 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev. 10/03,2015 BEFORE USE. r),,*InvoWi I' ll US". 0111y will, blifok"', , llir" i—torl K I - ist'i -nly kil"n 'Ind is ha, it, uilh i( itrol I ml ,it trl I)( I I It- ls4 ' y"I'In N'loto iw, lhl hull, litwi X, I n. M v"Itly thl ')14 41' <A 4111Y "I'll "iV I I'W 11 n, +,;', in. I 14, 1 —iy I'll I -It I 'I 111 11 A, 1, ?1 i ht, It All 191, flrocinij rrxI j 111 41,klltvj A it), llvk 111, 11 111 1 t,,,A "Ind/'t J w I Ifwt W -I-I AVMiTek' ts,rlwxco log rtlu,d for stobilityind Willi jl j%onlri injilly oral I'tot'lly 41tn,iqo fat l- ilion slut kto. d0rv,-Iy, 110rIilltl 11 id t,401 irKi Or hvssl^s ot "111, Ks Yst(l 'IS. S-=ANSVTPI I Quality Criteno, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information fv,sti foist Mlle lnsfilut,a, f 18 Nkt,:12. Wx, rt,iri,r, VA /23 14 TanT. I PL M10 TB0026 F12 FLOOR 5 1 Job Reference (optional)_ Plant city Florida 33566 McLain 7.640 S Nov 10 2015 MiTek Indu I D:81s 7p2vjcca4j B9DL55wDPz_P0S-17Edji6V0Z7t 1-3-0 1-8-12 4x6- 46 2x4 2x4 3x6 FP "' 4x6c 2 3 4 5 6 7 8 9 10 11 T8648660 ie May 17 17 22 50 2016 Page 1 8u4GSIUF9SHSDaAZeZFY3J 2.6-0 _ Scale = 1 :41.2 4x6 2x4 12 13 3x6 46 ::. 46 :::. 3x12 MT20HS FP -- 4x6 06 3x6 2x4 SP = 24-10.4 24-10-4 Plate Offsets (X,Y) _ [6:0 1 8,Edgej, t7:0 1 8,0 0.01, [13:0 1-8,Edge], [1&0-1-8,Edge1, (19:0-1-8,Edge], [25-0-1_,8,0.1-0], [26:0-1 8,0-1 01 LOADING (psi) SPACING- 2-0-0 CSi. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1-00 TC 0.79 Vert(LL) -0,48 18-19 >617 360 MT20 244/190 TCDL 10.0 Lumber ROL 1.00 13C 0,97 Vert(TL) -0.75 18-19 >395 240 MT20HS 187/143 BGiL 0.0 Rep Stress Incr YES WB 0-68 Harz(TI_) 0.14 14 n/a rya BCDL 5.0 Code FBC2014f( 12007 (Matrix) Weight: 131 lb FT = 20 f F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No-1 (flat} "Except" TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc pudins, except 9-13: 2x4 SP No.2(flat) end verticals- BOT CHORD 2x4 SP No. 1(flat) "Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 14-20: 2x4 SP M 31(flat) 2-2-0 oc bracing: 19-21. WEBS 2x4 SP No.3(fiat) REACTIONS. (Ib/size) 14=1353/0-4-0, 24=1353/0-7-4 FORCES- (lb) - Max. Comp./Max. Ten. - All forces 250 (ib) or less except when shown - TOP CHORD 2-3=-2815/0, 3-4=-4095l0; 4-5=-4937/0, 5-6=-5371/0, 6-7=-5371/0, 7-8=-5371/0, 8-9=-4937/0, 9-10=-4937/0, 10-11=-4095/0, 11-12=-2815/0 POT CHORD 23-24=0/20471 22-23:4/35521 21-22=014622, 20-21=0/5230, 19-20=0/5230, 18-19=0/5371, 17-18=0/5230, 16-17=0/4622, 15-16=0/3551, 14-15=0/2048 WEBS 2-24= 2389/ 0, 12-14=-2390/0, 12-15=0/1218, 11-15=-1170/0, 11-16=0/863, 10-16=-837/0, 10-17=0/501, 8-17=-522/0. 8-18=-242/640, 7-18=-329/68, 2-23=0/1218, 3-23=-1170/0, 3 22=0/86314- 22 837/0, 4-21=W501, 5-21=-52010, 5-19=-240/639, 6-19=-330/67 NOTES- (8) 1) Unbalanced floor live leads have been considered for this design, g & t z7 2) All plates are MT20 plates unless otherwise indicated.t 3) All plates are 3x4 MT20 unless otherwise indicated- 00 k 4) The Fabrication Tolerance at joint 20 = 11%a 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. V 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X X) nails. Strongbacks N 5 3 68 1 _ to be attached to wallsattheirouterendsorrestrainedbyothermeans. 1 7) CAUTION, Do not erect truss backwards. 8) "This manufactUted product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." F, AT E1 t i Qy 77 NA\.,1tS oflc, haej `: 3. P,#143id PF ?4ii h3,681 Ski Tick LISA, €m,. IL Ceti #7 34 6904 Pat'xt; Fwst Blvd, Tampa t L 33610 Dallo: May 18,2016 WARNING - Verify design parameters and READ NOTES ON THIS AMC INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312016 BEFORE USE rk*sIgn wall II(,tttse " fay wills Milck i 1t ), f rs this, 1,*s i i4 tw1s;..,1 1lly111-nt 111nu+kas sli wl 1111isf i v14iSi i o,itEvikAi lq mlxn of rva t hue;. syslr in 11,4ow -, six, tJ,A SiW91, x; .t s!{troll oar rst =.<<i1ty Intl 16M.>le. >ti 9fity of <:4 a )i, € xcati t<>r4 1ncS i r to iiy H+, rl n 1ks this fc Ir, int th< fir<1fl F xntdtn{t cksirxi {A xarrr}6xftr;t-tterf [sJ preveril kxirkltrx} th,"11tit+<1l hrr11 lusts zrxll rchcv<l ins>rrtt>Fxs ,niy. fed<iltk+nrzt lerritx iatY-T1<74 nin riteni tv x:inc7 !' - is,llwtys wquilod rot 4trl4lityondl j, ww?n) W4,wWillif"s-ut le?infuiv any#tarot m;tly.farn<:giu I^i,7ErnuRri ttut a<x i, .,. i<>, l ai iing lYl<a rohlk.olk,n, A"r sio. , i0ivvey. erwcti,,n tnd barcin"I "t hu es and hus-ysloms, woAN$I/TPI I Quality Criteria, D$8.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ov-siol,lu li" m Ir[rss Hole Inslttu4,- 218 N I-x Stre ei. Suite 31 /, Aexctr flo, VA?? 14- I Tampa. FL 13610 1`8648661 I'll FLOOR 6 1 0-118 7.640 s An, 19 2016 M,lek indiistne, Inc rue May 11 16 S9 01 n 16 J'age, 1 JD:8Is7p2vjcca4jB9DL55wDPz POS-?Iqky VvqZF0b191`,AnCSQhL,o(,scq3Mxy yF0w2uyzFYF`e 2-3-12 1-3-0 Scale = 1 20 2 1,5X3 1 5X3 1 5X3 = 30 1 5)(3 1 50 ri 30 1 2 3 4 5 fi 3X4 = Plate Offsets (X,Y)-- [8i0-l-8,Edqe],[9i0-1-8,Edgej LOADING (pst) SPACING- 2-0-0 CSI, DEFL, in (10G) I/detl ud TCLL 40,0 Plate Grin DOL 1,00 TC 0-88 Verl(LQ 0,19 9-10 737 360 TCDL 10.0 Lumber DOL 1.00 BC, 070 Vert(TL) 0,34 9-10 407 240 BCLL 0,0 Rep Stress lncr YES WB 0-28 Horz(TL) 0.02 7 1 i/a n/a BGDL 5,0 Code FB(.2014fTPI2007 Matrix) LUMBER - TOP CHORD 20 SP NQ,2(flal) BOT CHORD 20 SP No,2(tlah WEBS 2x4 SP No,3(flat) REACTIONS. (INsize) 10=029/0-7-4, 7=629/0-4-0 FORCES. (lb) - Max, Comp./Max. Ton. - All forces 250 (ib) or less except when Shown. TOP CHORD B07 CHORD 9 1 0=0/839, 8-9=0/1 139, 7-8=0/846 WEBS ' 2$-1 0=979/0, 2-9=01446, 5-7=-988(0, 5-8=0/564, 4-8= 339/0 30 — PLATES GRIP MT20 244/190 Weight 60 lb FT = 20%F, 1 1%E BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end VedlGaIS, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES- (5) 1) Unbalanced fIcK,)r live loads have, been considered for this design. 2) "Semi -rigid ptchbreaks with fixed heels" Member end fixity model Was used in the analysis and design of this truss 3) Recommend 2X6 strongbaoks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Oct (0, 131 " X 3") nails, Strongbai;i,is to be attached to walls at their outer ends or testtatned by other means, 4) CAUTION, Do hot erect truss backwards. 5) "This manufactured product is designed as an Individual building oornponent, The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code-" VjW111111, L CI c) 53681 01 Mi leri IjSA, Inc, F 1- 1%34 6,1904 Rake Eai,t 13cid, lfilmpa F1, {r,610 Date May 18,2016 WARNING • Verity design pararnoters and READ NOTES ON THIS AND INCLUDED MITEK REFFRANCE PAGEM11-7473 rev. 1",12015 BEFORE USE. voirl r iu Fitly}-4fhmllckP iq - -i, 1,)I, Ilw+l, qv,wr),,uvi is I, f , X1 tAllrllri,l=.,rrrr a1 ni Y'f Nil MR k' f, < qw,jys I-Jkkod P,; "rot4itty "11, J ro € rovoIit 41,4 w will i; A,e I rs rKR inj(ffy ar, i J,vr Nifty ^ Inri,xw rot I III, I lurks%Ylloml, —,ANSI/TPIJ Quality Crttefio. DSB-89 and BCS1 Building Component 6504 pl,ke East shid Safely Information <ivI^ A+, I-ii, hum 11, It,, Imstitlit,% 2,W N 1-Srr,ir VA 2231,l Tampa FL 33610 Te648662 HRoi DIAGONAL HIP GIRDER 2 1 Job Reference (optional) ampa Rim City Ronda 33566 7 640 Apr IQ 2016 Wei, Industries Inc Tue May 17 16 59 02E D:81s7n2vjcca4jB9DL55wDPz POS-l'UO6AKX,)KYXStlxzfiiA)(wuOk5wONbgR7 6-2-11 9-9-5 6-2-11 3-6-10 Scale = 1 22 0 3X6 - LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) /defl Ud PLATES GRIP TUL 20,0 Plate Grip DOL 1,25 TC 4.5B Veh(LL) 0,17 5-8 >696 240 MT 20 244/190 TGDL TO Lumber DOL 1,25 BG 0,83 Vert(TL) -0,51 5-8 >228 180 BOLL 0,0 Rep Stress Inct NO WB 0,17 Horz(TL) 0,01 5 n/a n/a BGDL 100 Code FBC20141TP12007 Matrix-M) Weqht 43 lb `1 - 20% LUMBER- BRACING - TOP CHORD 20 SP No-2 TOP CHORD Structural wood sheathing directly applied or 5.4-11 oc puffins, except BOT CHORD 20 SP No,2 end vertuals. WEBS 20 SP No,3 BOT GHORD Rigid ceiling directly applied or 10-0,0 oc biacing. MiTck recommends that Stabilizers and required cioss bracing be installed during truss erection, In accordance With Stabilizer Installation guide, REACTIONS, (Ibisize) 2=38010-8-2, 5=5541vlechanical Max Herz 2=217(LC 4) Max UpJtt2=-109(LC 4), 5=-253(LC 8) FORCES, (lb) - Max, Comp./Max, Teti. - All forces 250 (ib) or less except when shown. TOP CHORD 2-9=-1056/0,2-3=490/145 BOT CHORD 2-5=-293/444 WEBS 3-5-479(3511 NOTES- (8) 1) Wind: ASCE 7-10: Vult=139niph (3-second gust) Vasd-108inph, TGDL=4.2pst; I3GDL=6.0psf, h=25ft; Cat, III Exp B; Encl., Gcpi-0,18; MWFRS (envelope) gable end zone, cantilever left and right exposed . Lumber DOi-1 .60 plate gnp D04-1.60 2) This KISS has been designed for a 10,0 pst bottom chord live load nonconcurrent with any other live loads, 3) * This truss has been designed for a live load of 20,4pst 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. to 4) Refer to girder(s) for truss to truss connections, 5) Provide mechanical connection (by others) at truss to hearing plate capable of withstanding 109 b uplift at joint 2 and 253 lb uplift at El Pq joint 5, 6) 'Semi-ngrd pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) of back (B). N o 5681 38) " This manufactured edproduct is designed as an Individual bull I dill rig component. The SUltabiltly and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code" LOAD CASE(S) Standard STATE OF QJ 1) Dead + Root Live (balanced) Lurnbei Incroase=l .25, Plate lnclease=l .25 Uniform Loads (pit) Veit: 1-2=-54 Trapezoidal Lods (pit) Vert: 2=a40(F-27, 6=27)-to-9=35(f',25, 3---25), 9=-5(F---25, 3=25)-to-4=-132(F=-39, B=-39), 6=0(F.-10, 13=10)-10-5--49(F--14, 7 7 if fill ttt t ea B=- 14) Nllch, wl S. MaUcl Pf No 1369,1 of I I Sk t nc , L vier be'i", 6904 Partc EwcOlwJ, Tainpa FL 3361U Dato May 18,2016 WARNINO, Verify design parameters and READ NOTES ON THIS AND wcfuvEo wrEK REFERANCE PACE Mll-7473 rev. WO"015,BEFORE USE MiTek' K,, 1rW,1Y,wqkAI"(j fol ,I, it Yjjy n)' I I, llmk e Fur th,i tot, ticoli, >n, ak n. 1e. dolw ly, tafe>,tlon'v " I h, I, Il vJ "t liuws - In, I lnrk 1YIh .Im, x,,,ANSI/TPII Quality Criteria, DS8-89 and BCSI Building Component 6904 Parke Cast BWd Safety information ovdrllot +fioni link pijt,r it tstikltca. 2 111 rqI stsJ1,3 l?, Aiex, arvin, i, VA 22314, Tampa, Fl- 33610 TeQO26 HR02 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Plant city Ronda 33566 7.640 , Apt 19 2016 MrTelk lndftslnesInc ID:8Is7p2vjcca4IB9DL55wDPz POS-TU06AKXJKYXStlxzrT 7-1- 4 9_95 15-0 7-1-4 2-6-1 2 9 3X6 - LOADING ( pst) SPACING- 2-0-0 CSL TOLL 20, 0 Plate Grip DOL TG 0.59 TGDL TO Lumber DOL 1.25 BC 017 BOLL 0, 0 Rep Stress Incr NO WB 0 15 BCDL 10. 0 Code FBC2014(TP12007 Matrix-M) 2,83 i 12 2x4 J 99-5 T6648663 ite May 17 16 Sri. 02 2016 Pago 1 Axwu0k5rD0VgPM5U2fbRPzFY Scale = 1 21 0 20 3X8 -- DEFL. in ( too) l/detl Lid PLATES GRIP Ved(LL) - 0,15 5-8 >771 240 Mj 20 244/190 Ver1TQ -0, 47 5-8 >246 180 Horz(T[-) 10.01 5 Wit rVa LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No1 WEBS 2X4 SP Ncr,3 BOI CHORD REACTIONS, (lb/ size) 2=387/0-10-15,5=547/MeGtiat)icaI Max Hot Z 2,-143(LC 4) Max UpIIft2=- 143(LG 4), 5=-212(LC, 6) FORCES, (to) - Max, Comp./Max, Ten. - All forces 250 (11h) or less except when shown - TOP CHORD 2-9=-1026/28,2-3=-592/226 BOT CHORD 2-5=-312/558 WEBS 3- 5=-600/387 Weight: 39 ib FT = 2V6 Structural wood sheathing directly applied or 5-5-9 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recornmends that Stabilizers and required cress bracing be installed doling truss election, in accordance with Stabilizer Installation quide, NOTES- (8) 1) Wind: ASCE 7.10; Vull,=139mph (3-second gust) Vasd=108mph: TCDL=4.2pst; BCDL=6,0psl; h=251t, Cal. It: Exp B, Encl., GCpt=0,18 MWFRS (envelope) gable end zone, cantilever loft and right exposed : Lumber DOL=1,60 plate grip DOL=1.60 2) This truss has been designed for a 10,0 pst bottorn chord live load nonconcurrent with any other live loads. 3) * 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 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 hearing plate capable, of withstanding 143 lb uplift at joint 2 and 212 lb Uplift at joint 5, 6) "Semr- rigrd pr[Ghbreaks with fixed heals" Member end fixity Model Was used in the analysis and design of this truss, 7) In the LOAD GASES) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an Individual building component. The suitability and use of this component tot any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code," LOAD CASE( S) Standard 1) Dead + Root Live (balanced): Lumber lnciease= 1.25, Plate Increase-1,25 Uniform I cards (pit) Veil: 1- 2=-54 Trapezoidal Loads ( pit) Vert: 2= 40(F=27, B=27)-to-9=35(F=25, B=.25),9=-5(F=25, 8=25)-to-4=-132(F=-39, B=-39),6=0(F--10, B=10)-ro-5~ 49(1`--14, B=-14) till I' lifit X\ N N 5 3 6 81 S TATE 0 Ftf Milek LISA, inc, i, L (;wt 66,44 6(M14 Parkc, kast Blvd, Tarl-4a FL 33610 Date" May 18, 2016 IVARAUNG- Verity design Parameters, and READ NQrFS ON THIS AND INCLUDED ill REFERANCE PAGE M111-7473,ev. 101031205BEFORE USE. tXoiLn,j,r1I,l ((, ios,mly I'lrotnol'i" and K Lt t to It"Ilvi,lool tnRdhXr ii"t litifofo uic, rh, t Art' it xj t Asl V,,ftly th,ofl 4 "44ily 'f w Al wkirS ow I I 4"f,:Ity III, -q "I . it,, this 10" th, ,(,v III Nil' M!Tek' I, for ' 1 It Ilry,tnil t"I'fov,ii'l colkfr',, I";-nol 41 AY'rrXI I lol lly 4rn,Xre Ira \J,,,oiol qur L XKA it,,, li'l)orci tar. icing of ltrm,n .Ar, I llkws WIt'ImS, wlANSI/Tfill Quolity Criteria, DSB-89 and BCSI Building Component 6904 Parke Eist Btvd Safety Information eTvliirotqe It"in Ini'm H'Ir" 31?, N,xondrhr VA 22314, Twit,,, FL 33610 T60026 HRO3 ROOF SPECIAL GIRDER TFJ648664 7.640 s Apt I q 2016 Welk industries Inc I ue 0:8s7p2vjcca4j69DL,55wDPz P0S-TU06AKXJKYXSfIxzrnA1 15-0 O-q 13 LOADING (psf) SPACING- 2-0-0 CSL TCLL 20.O Plate Grip DOL 1,25 TG 0.19 TCDL TO Lumber DOL 1,25 BG 0.00 BOLL 0,0 Rep Stress nor NO WB 0.00 PCDL 10,0 Code FBC 2014/1 P12007 Matrix) LUMBER - TOP CHORD 20 SP No-2 BOT CHORD 2x4 SP No,2 REACTIONS. (Ilhtsize) 2=28710-8-0,4=51Medhanical. 3=-162/Mechanical Max Herz 2=39(LC 4) Max JpIift2=-253(t-C 4), 3=-162(LC 1) Max Giav2=287(LC 1), 4=9(LC 3),3=1 50(LC 4) FORCES. (lb) - Max. Comp,/Max. Ten, - All forces 250 (11b) or less except when shown. 16 59? 02 2016 Scale = 1 6 8 2x4 -- DEFL. in (Ioc) I/dotl Ud PLATES GRIP Verb)-l-) -0,00 2 >999 240 MT20 244/190 Ved(TI-) 0,00 2 >999 180 Horz(TL) -0,00 3 n/a n/a Weight: 5 lb FT = 20 f BRACING - TOP CHORD Structural wood sheathing directly applied or 0-9-13 oc purlins. POT CHORD Rigid ceiling directly applied or 10-0- 0 oc bracing, MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, NOTES- (9) 1) Wind: ASCE 7-10 , Vult. 139mph (3-second gust) Vasd=108rnph; I-CDL=4,2psf ' BGDI-=6.0psf, hr25ft , Cat. 11; Exp B; FncI_ GGpi=0,181 MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 Cable End Details as applicable, or consult qualified building designer as per ANSI(TPI 1, 3) Cable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10,0 pst bottom chord five load noncoucl.fl rent 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 iffiffill', fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) PfOV[do Mechanical connection (by others) of truss to hearing plate capable of withstanding 253 If) uplift at joint 2 and 162 lb uplitt at E joint 3, 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss- No 53681 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code," rr- Z STA T 0 4" eQ e J Olt c', N A 11141filk 59 ichV0 S M,,qid K No,53681 N111'ek USA, inc, K (,ell tip,0 6904 flatU East Blvil, Tarnipa FL 336 10 Da%, May 18,2016 WARNING, Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK RIFFERANCE PAGE MO-7473 rev, 1010312015BEFORE USE ANS, rls. 11nm" Yst"11" IM MiTek' Korwoy,- At awd ('r Aol,ililyon, Iexfkstieef is r' j (,oIr,4,w Witt I f,wsonol it'j"ity -N, A ptof -1 IV J If 1 1' '1 1,'+A IN t, itlk olk,tl, IRNVs .11 0 IRm wleANSIJPIII Quality Critenlo, DSB-SFond SCSI Building Component 0104 Parke East (31vd Safety information owttktt+Ii,,m T60026 iJ01 JACK -OPEN T8648665 0-10-15 7.640 V An, 19 2016 Mil ok Ind.stntis toc We May I r 16 59 03 2016 Vaqs I jB9Dt_55wDPz POS-xhyVNgYx5sf,)HSVAJtl9RDHO;(ivcPwiEliP9zrzFYPc Scale = 1 6 9 2X4 15 ..... . . . ...... ..... LOADING (psi} SPACING- 2-0-0 CS1, DEFL, in (10c) WWI Ud PLATES GRIP FCLL 20,0 Plate Grip DOL 1.25 7 G, 0,07 Veil(LI-) 0,00 2 >999 240 MT20 244/190 TCDL TO Lumber DOL 1,25 BC 0,01 Veft(-TL) 0,00 2 >999 180 BOLL 0,0 Rep Stress Incr YES WB 0.00 Horz(TL,) 0,00 3 n/a n/a BCDL 10.0 Code FBG2014ITP1200*7 Matrix) Weight: 5 Ib FT 20% LUMBER- BRACING - TOP CHORD 2X4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 or purlins. BOT CHORD 2x4 SP No.2 BOICHORD Rigid ceiling directly applied or 10-0-0 oc bracing, requited —cioss bracing be olslalled doing truss erection, in accordance with Stabilizer Installation gulde, REACTIONS. (Italsize) 3=-12/Me0)anrcal, 2=123/0-6-0, 4=840echanical Max Harz 2=39(1_0 12) Max Uplift3=12(L.G 1), 2=-59d_G 12) Max Grav3=12(LC 8), 2=123(LC 1), 4=1 7(LC 3) FORCES. (lb) - Max, Comp./Max. Tell - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCIE 7-10; Vult=139rnph (3-second gust) Vasd=108mphl TCDL=4,2pst, BCDL=6.Opsf; h=25ft ' Cat, !I; Exp !3; End_ G Cpi=0, 181 MWFRS (envelope) gable end zone and C-C Exte rior(2) zone; cantilever left and right exposed ;C-G for merabers and forces & MWFRS for reactions shown, Lumber DOL= 1,60 plate grip DOLr1,60 2) This truss has been designed for a 1 Q0 pst bollarn chord live load nOrlG0nCUUront 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 rectangle 3-6-0 tall by 2-0-0 wide will fit between thGk bottom chord and any other members. 4) Refer to girder(s) for truss to !4USS COnneCtrOnS. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 3 and 59 Ib uplift at joint L S ix,#t 2 ogid pitchbroaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 6) "Semi \C, ( N 7) 'This manufactured product is designed as art individual building component. The suitability and use Of this component for any particular building is the responsibility of the building designer per ANSl TPi I as referenced by the building code_" No 53681 TkrEE- o f, sZ tIf"011110W Mku'o'l IS, '%Al ytt PF 41:""5'368 I 101 lek LISA, Inc, FL (,W 6634 6W-4 Pank East Mvd lwnpa Ft, 33610 Dahl May 18,2016 WARNING, Verify design parameters and READ NOTES ON THIS ANO INCLIVOED MiTEK REFERA NCE PAGE Ulf, 7473 rev UX10312015BEFORE USE Volk! 1'I tis, ot4y \'lTh mif'*tit u,clols' only,it"n on 1, t',f 'At trt'Ik,'Juoi k4Sir '•t , 11a"';,W, n"t N'llow ( m," It"I klii'llnsi -S skpl"'( naist vofltv th—ttlAt,4411TY 8,1 l"l-Ity tho roolim vj11., M!Tek' f, - I 'tol, liflyowl ro With j,is' It, Al rr'lk AV, if XJ tv q'tly t if it't'J" k' X '1 11 cg4wl It I, I, it A 1-Mol" dokv'yy A"I I J tttste,ti ortc I to 'w'*ANSI(TPI I Quality Critorro, DSS-89 and BCS1 Building Component 6904 Patte East Blvd Safety Information iv,* kA.4,! rtout hiss llol,e lnqllkde, .10, H 1-; Stf-0, StAl, J 1? Al,vatdW), VA:I23 14 Tampa FL 33610 T9648666 T130026 J02 JACK,OPFN 6 1',... Job Reference (optional) 3uiit{e rs FirstSource. Tampa, ('lent Crty. Ficrtida 3C+566 7.640 s Apr 19 2016 MiTek inc#ustries- Inc. I May 17 i fi.59:p3 2016 Page t ID:8Is7p2vjcca4j89DL55wDPz POS-xhyVNgYx5siJHSVAJtT9RDHOLduYPwtEjiP9zrzFYPc 1-0-0 2-10-15 1-0-0 Seale: 1 "=1' 2-x4 2-iQ-15 2-10-15 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) Itcfefl Od PLATES GRIP TCLL 20.0 Plate Gnp DOL 1,25 TG 0,09 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TGDL TO Lumber DOL 1,25 BG 0,06 Verl(TL) -0,01 2-4 >999 180 BCLL o-o Rep Stress Incr YES WB 0,00 florz(TL) -0.00 3 nta nta BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight: 11 lb FT = 20`;4 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and n.quired cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide _. REACTIONS. flbtsize) 3=54tMechantcal, 2-180(0-6-0, 4=26/Mec[ianical Max Horz 2=82(LC 12) Max Uplift3=-54(LC 12), 2=-60(LC 12) Max Grav3=54(LC 1), 2=180(LG 1), 4=52(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108rnph, TCDL=4.2psf; BGDL=6,0psf; h=25ft: Cat. 11; Exp B; Encl., GCpt=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone, cantilever 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) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.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 gnder(s) for truss to truss connections. 11111 f 1 S 11,eF 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 Ito uplift at joint 3 and 60 Ib uplift at joint c, 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. ffi G ;.¢ S x 7) "This manufactured product is designed as an individual building component- The suitability and use of this component for any a` ° particuiar building is the responsibility of the building designer per ANSI TPI i as referenced by the building code." J L 81 t 1 r at£t R, Magol P" 141536,fl M11 1z USA.. inn "L6634 6904 parke Fast ktiv'`1 Tarnpa R, 3"T'M Dot May18, 2016 WARNING - Verify design parameters and REAR NOTES ON THIS ANR WCf.URER MITEK REFERANCE PACE MY-7473 rev. 1010312015 BEFORE USE. Ixooll"."IlIft r trw onywrfh Mit<k ;onrv(I rs Ih£s t@SI$Fit h kr%-1 ,4yrt!—n onfKfor an itrttrtluot huij 4itKt ,;..tnt rK of ex:.t Nil rr trtns syste^rn fk.t"rcx ttso flat IAPItrtx) £enyt£,,ra.r must V(,rffy IN, oij0,"It Ally 4,fs Ur;n t wantten. Fncl fAof-Ily In. ,rtx,t, it,, this ksrctn in! tt r, ,,vaarrii t,r tN flrh}h U{4n, fA<.tctrgt 3[x 5krte<4 is t«I'Fctvcril tv+ekih 41 .,[ut<£tcSr-t<t(truss eu<rt> tt>•4(eY ehr r.f nrrnrrtxmsrdy. riU<£ifi<rn<al fermt vrlry trr 7 txrurr. tr>tnl tx.x h>£1 P is ctlw IV, f-luirod for'WAAlity tlnzi to t>I,,Vh, 7l < <41, q ,S , Witt, I>E ,, il,ler t rtv'txrt inknv <are 1 txol *rty chxrrrcgte> t<r c}ene=r<rI rktNd<xx e: tai«lxdirh} Itw 14hrk rWon, stot hio, dt lvo,y, ,w« iol ".trx1 r t, wino - hr nxt fluss ayslo,f,v, s- ANSI(TPII Quality Criteria, DS8-84 and SCSI Building Component 6904 Parke East Blvd. Safety Information env rlot+4 hotel miss I4clie hoifute. 228 N 1,^ Stw,- 1. Suftcr .`ti %, flicax<xncitlea, Ir^, Y731 ri. Tampa. FL '33610 Tkt64t3667 J03 JACK OPEN'. i 33566 7.640 s Apt IQ 2016 Wek Indusir- Inc. Tue May 17 1f ID:8is7p2vjcca4j69DL55wt7Pz P0S-PtWta0YZsAiAuc4Mtb OzRgVBt 1 -Q-0 4-10-15 1-e-0 4-10-l5 Scale = 1;17.1 2x4 - LOADING (pst) SPACING- 2-0-0 CSI. DEFL- !n (Ioc) ildefi Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0,34 Ved(LL) -0.03 2-4 >999 240 MT20 244t190 TCDL 7.O Lumber ROL 1.25 BC 0.26 Vert(rt-) -0.07 2-4 >823 180 BOLL 0.0 Rep Stn?ss Incr YES W B 0,00 Horz(TL} -0-00 3 nla IVa BCDL 10.0 code FBC2014fi P12007 (Matrix) Weight. 17 lb f T -- 209. LUMBER- BRACING- TOPCHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 or puriins- BOT CHORD 2x4 SP No 2 B07 CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Instaikatlon guide REACTIONS. ( Vsize) 3=1151Mechanical, 2=24710-6-0, 4r46/Mechanical Max Horz 2= 126(1_0 12) Max rJplift3=-106( LC 12), 2-68(LC 12) Max Grav3=I15( LC 1), 2=247(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max_ Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7.10: Vult=139mph (3-second gust) Vasd-108mph, T;UL=4.2psf; BC7DL=6.0pst; h=25ft; Cat- II; Exp B, Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2f zone; cantilever left and right exposed ;(. C for members and forces & MW FRS for reactions shown, Lumber DOL=1.60 plate grip DOL -1.6C 2) This truss has been designed for a 10,0 psi bottom chord live load nonconcurrent with any other live. loads, 3)' This truss has been designed for a live load of 20.0psf on the bottom Gheud En all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections, 5l Provide mechanical connection (by others) ,of truss to bearing plate capable of withstanding 106 lb uplift at joint 3 and 68 Ib uplift at joint 6) Semi -rigid pitchbreaks with fixed heels Member end fixity model was used in the analysis and design of this truss. ( 1 x 7) " This mauufacttrred product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." r 53681 IN ix- FA S, Magid OF No 53681 6904 Parke Eavt Blvd, Tampa 1pa i h. 336t0 Date: May 18, 2016 WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mkt-7473 rev I01=2015 6EFORE USE O—Ign,tgit ( uI t A,< onlyv'Ith hAttek crave^ca r4Ihts t<?*ri hI -,n-1 *nlyui—I,l nin r t<^rs stt. t49 . in 11,Rx mi 1 n q nit rul t inns systmoi tkt<w usa., tie• Iati4 fir,-1 See.A,#rtci na,st,txrty iin° if-,*otllify-t<:#'&i$ttrF- 11, Alwi,, a), Ili q "fly ln,:. rt Fok> Ihts fr ac,tn itd Ihr t KAl,knt}: fc•uS)n i?4rxzktstt irsiu-<1te l ial,tkr e=ei,t Pxt*kNtb<<t indivicfu.kE Musa tiae h•ui, f,,,r chotf tnraink o s rI2t4' tt Ic4fiti a rl terr t•tn y antllxiitnar7<ant t>t narl i' is rltl<tys regnRi<xf for skit aUty .Ind to i ar crxtt oil, r,.c t rifh f xssl(>Ve f Kira*na4 €n}u[Y .tr ref tatax=r4v kaln<xte^ t <>I ter r rzf t#vi<icn,. r <Ia xcttn ths r,rt 0xAi< xa' do holy erectr ii g"i Loa< or I 4 kww ,anei Inns sYOb ml. a 1akNSI1TPI I Quality Criterro, DSB-69 and SCSI Building Component 6904 Parke East Bed. Solely Information oviAklt+ e trait li'm Idslten I..aTama. FL 3361Ct T60026 J04 JACK -OPEN 28 I 7.640 s Apt 19 2016 1D:8Is7D2vicca4iB9DL55wDPz POS-P 1-0-0 7-0-0 30 -- 16 59 04 2016 Page I i18I38N70xM8tVHzFYPb Scale = 1:22,2 Plate Offsets (X,Y)- [2:0-0-4,Edgel LOADING (psf) SPACING- 2-0-0 est. DEFL. in (100) I/defl Ud PLATES GRIP TOLL 20,0 Plate Grip DOL 1,25 TC 0,62 Vert(U) 0,10 2-4 >814 240 MT20 244/190 TCDL 7.0 Lumber DOL 1,25 13C, 0.50 Ved(TL) -025 2-4 >321 180 BGLL 0.0 Rep Stress Incr YES WB 0,00 Horz(TL) -0,00 3 n/a rVa BCDL 10.0 Code FBC2014fT P12007 (matrix) Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD SIRICIL11 al wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No-2 BOT CHORD Rigid Getting directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requiied cross bracing be. Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=1621'MeGhanical,2=321/0-6-0,4=80/MechanicaI Max Hot z 2=1 72(LC 12) Max Ur)lift3=- 1 32(LC 12), 2=-80(LO 12) Max Gtav3=162(1_C 1), 2=321([_C 1), 4=123([_C 3) FORCES. (lb) - Max, Comp,/Max, Teti, - All forces 250 (b) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph * TCDL=4,2psf; BCDI_--6.0psf; h=251r; Cat. 11; Exp 13; Encl., GGpi-0,18; MWFRS (envelope) gable end zone and C-0 Exlerror(2) zone: cantilever left and right exposed:C-C far members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 pst bottom chard live load nonconcurtent 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. L S, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 3 and 80 In uplift at joint V 6) "Semr-rigid pritchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 7) "This manufactured product IS designed as air individual building component. The suitability and use of this component for any N 81 particular building is the responsibility of the building designer per ANSI TP! 1 as referenced by the building code." o 536 01ATE OF 0 cyee" Mictiaei S. %,)gid PF No,,536,1 MlfO USA, Itic, R, (:en 66,p1 6904 Ilaike East Mvd Tampa R, '113610 Date May 18,2016 A k WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 11,111-7473 rev, 1010312015 BEFORE USE. 0,fgnvolid 1('i oua only With lvylol' rolsthis J,*,Jn lywill "4"i, shown, owi I"I"I <XI Ii,11,114loo( toirfing 140 i 110ow tj,>, lri<lniM ""ifily th,> ill4i, this +stqwnr' tiv191' t Wek- is , Xlwoy, V- Jolfod kif 'I'4duty ,and I', JA,woill (,<,Hol o Willi I,sot 4e l is ra11 injiny a)A tobrli,< III, a1, Mol" Kjc., d,,rv, iv, it I,; htK*i) of It, issos a I'd Imm systems, w(ANSI/Tlitl I Quality Criteria, DSB-89 and BC$I Building Component 6904 Parke East EiNd Tampa. FL 33610 T8648669 TfiOW6 J05 '. JACK OPEN Job Reference (optional)-- rty FIon6a 33586 7.640 1, Apt 54 2616, Wok tndushiea. InT c. uc, Mciy 17 56:59.05 2056 D: 8ls7p2vjcca4jr39DL55wDPz_ POS-t34FoMZPdivl WmfYRIVdWeMkHRbetgNXAG 1- 0-0 1-10-15 100 1-10-i5 Scale = 1:T7 2x4 1iQ- Y5 1- 10-15 LOADING ( pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Itdefi Lid PLATES GRIP TGLL 20.0 Plate Grip DOL 1.25 TCt 0,06 Vert(LL) -0-00 2 >999 240 MT20 244/190 TGDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(Tt_} -0-00 2-4 >999 180 BCI_ L 0.0 Rep Stress roof YES W B 0-00 Horz(TL) -0_00 3 nla tua BCDL 10.0 Gode FBC2014(TPI2107 (Matrix) Weight: 8 lb FT - 20% LUMBER- BRACING - COP CHORD 2X4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2X4 SP No.2 BOT CHORD Rigid coaling directly applied or 10-0-0 no bracing. I MiTek recommends that Stabilizers and rectuired cross bt cing ___ be installed during truss orection, m accordance with Stabilize; Installation guide REACTIONS. ( Cbfsile) 3=331Mer:ftanical, 2=142f0-8-0, 4=t8/Mechanical Max Holz 2=47nLG 8) Max Upfift3=-28(LG 12), 2=-87(LG 8) Max Giav3=:33(iC 1), 2=142(LG 1), 4-37(LG 3) FORCES. ( ib) - Max. Gomp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- ( 7) 1) Wind: ASCE 7-10: Vult-139mph (3-second gust) Vasd-108mph; TGDL=4.2psf; BGDL=6.Opst, h=2511; Gat, Ii; Exp 13, Encl., GGpf=0.181 MW FRS (envotope) gable end zone and G-G Exterior(2) zone, cantilever left and right exposed ;C-C for members and forces Fx 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 lead noneoncurrent with any other five 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 tali by 2-0-0 wide will fit between the, bottom chord and any other members. 4) Retw to girder(s) for truss to truss connections. it,ty11111111i, 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 28 Ib uplift at joint 3 and 87 ib uplift at Joint 4, 2 6} " Semi -rigid pitGhbreaks with fixed heels" Membcar end fixity model was used in the analysis and design of this truss. r 7) " This manufactured ptoduct is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building cedeNo -" 53681 a it OF f A t1Nliv act S Matpirl f.`T No `t 3681 MiTek USA, Inv r Ue t 6634 Uf 04 Pariirw F t kTh%.'.. Tai 'li . l't. 33610 May 18,2016 WARNING V00fy deAfgtt Pararrrefers artd READ NOTES ON THIS AND INCLUDED MMEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE VX* n"'Iliifor irec xtiy will, Mil(kc Ilia. hkwtser<} •r>rYtrl-'ntxrr, nris f, n rxi mild o1ltvii foq,entl n rI ie>f r trriss eyth.m 6'r Aow iru., Itx1 hor101nri df ,s itdn,.r mull vasrity It, of y dk <t 4Ir1yfe*irin t eactn u,ir>iti. rne.; I,i"I x rfY itv ih * , wca, iif MR' t xnk firxx dcs5ign E}r xin lit1,$1,x)lo-IisI"j,wV,,tit txa::klirgl «UtxWkir K1t trils'WIAt 11a,1P ctNu lImqfbeu-Ny_A<f9fi<ix1ttc:mt,r< uy xxIivm n0hlFfIII v a:lnji i '. K'0IWuyzre rutt(mIlo—lohiiiryondf 4i`,`,J)J <4k q willitcstiJl disF i irlt tniinv and lxotxxty dtrrrunte (,,Iq wn )l Jukriiw Rtil«riifKitho k itvk: ation,'k'I' Rio, and tx wind of hue s on' f a>(,,ANSIJTPt t Quality Criteria, DSB-89 and &CSI Building Component 6904 Parke FaSI 6[Vd. Safety Information cat«$Icablrs tr-m Gies llol(i InMltole. 218 N Tampa. FL 33610 TR646670 1-600226 IJ06 JACK-01'6tt! 14 7.640 s ApF 19 2016 Mcrek Industries. Inc Tue May 17 16 514 OF> 2016 Page I ID:8Is7p2vjcca4IB9Dt-55wDf`z POS t34FoMZB(JTvlWti)fYFilVdWeMklRa5tqNXAOuG2kzFYPa 1-0-0 2-10-15 2x4 = LOADING (pst) SPACING- 2-0-0 CS1. TCLI- 20.0 Plate Grip DOL 1.25 TG1 0.10 TGDL 7.0 Lumber DOL 1,25 BG 0,07 I3CI-I- 0,0 Rep Stress Incr YES WB 0.00 BCDL 10,0 Code FBC20141TP12007 Matrix) LUMBER - TOP GHORD 20 SP No,2 BOT CHORD 20 SP W1 REACTIONS. (Ib/size) 3=49/r0echanloal, 2=184/0-8-0, 4=25/Mechanical Max Herz 2=61 (LC 8) Max UpI413=-42([-C 12), 2=.-108(LC 8) Max Grav3=49(1-C 1), 2=184(LC 1), 4w50(LG 3) FORCES, (11h) - Max. Comp./Max. Teri, - All forces 250 (11h) or less except when shown. Scale = 1,9A DEFL, in 10c) I/detl Ud PLATES GRIP Verl(LQ -0,00 2-4 >999 240 MT20 244/190 Vert(Tl-) -0,01 2-4 >999 160 Horz(TI-) -0,00 3 n/a n/a Weight: 11 Ib FT - 20% BRACING - TOP CHORD SITUCtUrall wood sheathing directly applied or 2-10-15 oc puilins, BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing ii-n-d 'required cross bracing be installed during truss erection, in aGo(,)rdance with Stabilizer Installation gulde NOTES- (7) 1) Wind: ASCE 7-10; VulW391mph (3-second gust) Vasd=108rriph: TGDL-4.2pst, BGDL--6,0psf1 lh=250Cat. 11; Exp B; Encl., GCpi=0,18; MWFRS ( envelope) gable end zone and G-C Extedor(2) zone; cantilever left and right expospd:C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOLW 1,60 2) This truss has been designed for a 10.0 pst bottom chord live load nonGOncUrtent with any Other live loads. 3) ' 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 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 hearing plate capable of withstanding 42 Ib uplift at joint 3 and 108 ib uplift at joint S, skv J* 1, y,' 2, -) , 6) " Semi -rigid pit0breaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) " This manufactured product is designed as all individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code," I 53681 7- c'- T AT E ("F 0 in I- Y I1, 110011110% Michml S 41m, o'dFIF NO-5,36,111M i 1'ek, U SA, I ric = L (;e rt (*34 004 Pars o [wat Wvd, Tarypa 1-1- 33610 Date, May 18, 2016 441r, WARNING, Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil,7473 rev. 1010312015 BEFORE USE. 0,qqll volld 1-1 me -l-dyAth IhiI,I,)IItJn Ist"v''d (IIIYIAI-n I '11-ml, on I II n'l 'XI 11"It"i'lu'll 1,041K) ( 1v'l I IRIN, Iy'("iu, Nilo(It mo, rh, tAlikill'iq onfy Iho f, Itom"I"II .)ncl plo[-Ily III, 'qwrlo IN, ill" th't ov(w)ll 191' hold m-III qI ')Illy MiTek' itolwoysio(towtJ nr 01141ftytln I It, will Iiol infoly aXv I I, If n, I, 'I tlefwv )I 1Jukdon, "logovIng lh,= inq of licissololl, 11 tn,lvs lyst", III, 1'v1,1ANSI/TPl I Quality Criteria, DSB-SFand SCSI Building Component 6904 Parke East Blyd Safety Information uiv( Aol,lo from 218 N, I-t Slt-fl, Al,,xocxillo, VA7314, Tarnina FL 3361D T60026 J07 JACK -OPEN T8648671 Ia coy. Florida 33566 7.640 s Apt 1112016 Milek trduslfte,, One. 2x4 — 2 1-P12 2=25 18(L O(LG force C ate g at not Pact o met c1lons of tr s I bur NOTE fill,, Imi'l ID:81s7p2vIcca4jB9DL55wDPz P0S-t34FoMZBdTvlWmfY 1-0-0 4-10-15 1-0-0 4-10-15 17 16 590S2016 Page I Mh0PYItaNXA0uG2kzFYPa Scale -, 1 12 7 LOADING (pst) SPACING- -0-0 CS1, DEFL, in (loc) Vdofl Lid PLATES GRIP TGLL 20.0 Plate Grip DOL 1.25 TG 027 Vert(LI-) -0,02 2-4 >999 240 MT20 244/190 TGDL TO Lumber DOL 1,25 BC 025 Ve0(TL) -0,06 2-4 >869 180 BGLL OD Rep Stress Inot YES WB 0,00 Horz(-TL) -0,00 3 n/a Iva BCDL 10,0 Code FBC2014 007 (Matrix) Weight: 17 lb FT = 2V. LUMBER- BRACING - TOP GHORD 2X4 SP No.2 TOP CHORD Structural wood sheathing directly applied at 4-10-15 oc purlins. BOTGHORD 2x4 SP No.2 ROT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required uoss bracing be installed during truss erection, in accordance with Stabilizer Installation,gUide. REACTIONS. (Ib/size) 3=111/Mechanical, 0/0-8-0, 4=45/Mecheiracal Max Horz 2=91 (_G 8) Max UjJhft3=-88(t_G 12), 2= 1 G 8) Max Gtav3.--1 11 (LC 1), 2=25 1), 4 90((_G 3) FORCES. (lb) - Max, Comp./Max, Ten, - Ail s 250 (11b) or less except when shown. gust) Member an NOTES- (7) 1) Wind: ASCE 7-10 , Vull=139mph (3-secondt) Vasd=108mph; TGDl—,4.2psf; BCDl_-_6.0psf1 h,-25ft, Cat. 11, Exp B, End., GGpi-0,181 MWFRS (envelope) gable end zone and Exterior(2) zone, cantilever left and right exposed:G-C tor members arid forces & MWFRS for reactions shown; Lumber DOL=1.60 pi lip DOL=1,60 2) This truss has been designed for a 10,0 1) tom chord live load nonconcurient with any other live loads. 3) * This truss has been designed for a live I f 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 otherllbe[s, 4) Refer to girder(s) for truss to truss conno 5) Provide mechanical connection (by others Liss to nearing plate capable of withstanding 86 In uplift at joint 3 and 118 In uplift at joint 2, XN 6) 'Semi -rigid pitchbteaks with fixed heals" M et end fixity model was used in the analysis arid design of this truss, n(JIVIdUal building component. The suitability and use of this component for any7) "This manufactured product is designed a parlicular building is the responsibility of the[ding designer pet ANSI TPI I as referenced by the building code." No 53681 0 -T A'riTEOF n o 0 N A V- 1111111110, Mk:hae.1 S. Nlaqid PF No,S3681 idil'ek USA, Inc, H, Gel; 6634 690-4 Park EaW Bud, lanwa R, 336 10 Date May 18,2016 AA, WARNWO, Verity design Parameters and READ S ON TtffS AND INCLUDED UITEK REFERANCE PAOE Afft-7473 rev, 10/0"015 BEFORE USE, 1'l IosiI In K I, - I o0y, it -(I I lloflwlol, "I I, I is (^,t MiTek' ttA ,Iotqtlfy, Ind with f-sA 4,e4lifly, li'l I c i"'Ity, r J;-a4e 1,, iil,,,-,y,,F""ti"t,ar-,it4.v ItKt c>t Im";s—o"d ,,-«ANSUTPII Quality CrItorlo.D$B-89and BC$l Budding Component 6904 Parke East Eir"d Safety Information ivolkir+brut, Ims lloro tnslilrtEs,, 21tIN I-,'Af-,! Tafnpl Fl, 33%10 FORCES. ( lb) - Max, Comp./Max, Ten, - Ail s 250 (11b) or less except when shown. gust) Member an NOTES- ( 7) 1) Wind: ASCE 7-10 , Vull=139mph (3-secondt) Vasd=108mph; TGDl—,4.2psf; BCDl_-_6.0psf1 h,-25ft, Cat. 11, Exp B, End., GGpi-0,181 MWFRS ( envelope) gable end zone and Exterior(2) zone, cantilever left and right exposed:G-C tor members arid forces & MWFRS for reactions shown; Lumber DOL=1.60 pi lip DOL=1,60 2) This truss has been designed for a 10,0 1) tom chord live load nonconcurient with any other live loads. 3) * This truss has been designed for a live I f 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 otherllbe[s, 4) Refer to girder(s) for truss to truss conno 5) Provide mechanical connection (by others Liss to nearing plate capable of withstanding 86 In uplift at joint 3 and 118 In uplift at joint 2, XN 6) ' Semi -rigid pitchbteaks with fixed heals" M et end fixity model was used in the analysis arid design of this truss, n( JIVIdUal building component. The suitability and use of this component for any 7) "This manufactured product is designed a parlicular building is the responsibility of the[ding designer pet ANSI TPI I as referenced by the building code." No 53681 0 - T A'ri TEOFn o 0 N A V- 1111111110, Mk: hae.1 S. Nlaqid PF No,S3681 idil' ek USA, Inc, H, Gel; 6634 690- 4 Park EaW Bud, lanwa R, 336 10 Date May 18,2016 AA, WARNWO, Verity design Parameters and READ S ON TtffS AND INCLUDED UITEK REFERANCE PAOE Afft-7473 rev, 10/0"015 BEFORE USE, 1' l IosiI In K I, - I o0y, it -(I I lloflwlol, "I I, I is (^,t MiTek' ttA , Iotqtlfy, Ind with f-sA 4,e4lifly, li'l I c i"'Ity, r J;-a4e 1,,iil,,,-, y,,F""ti"t,ar-,it4.v ItKt c>t Im";s—o"d ,,-«ANSUTPII Quality CrItorlo.D$B-89and BC$l Budding Component 6904 Parke East Eir"d Safety Information ivolkir+brut, Ims lloro tnslilrtEs,, 21tIN I-,'Af-,! Tafnpl Fl, 33%10 T8648672 T60026 ',. J08 JACK -OPEN .4 5 j Ice, Txmpa. Plant Gr y- Honda 33566 7.640 s Apr tq 2016 Murk Indastnes. Inc. We May It 16.1,9 06 2016 Pagel t iD:81s7p2vjcca4jf39DL55wDPz P08-MGed?iapOJiluBwDk9OOs2svnjrgzcHdhPgdpaAzFYPZ 7-0-0 1-0-0 7-0-0 Scale: 34" _1 3x4 = LOADING ( pst) SPACING- 2-0-0 CS1, DEFL, in (too) l/defl Vd PLATES GRIP TOLL 20.0 Plate Grip DOL 125 TC 0.60 Vert(LL) -0.08 2-4 976 240 MT20 244/190 TCDL TO Lumber DOL 1,25 BC, 0,48 Verl(TL) -023 2-4 >340 180 BOLL 00 Rep Stresslncr YES WH 0.00 Horz(TL) -0.00 3 Iva nta BCDL 10-D Code FBC20141TP12007 (Matrix) Weight: 231b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BC> T CHORD 2x4 SP No_2 HOT CHORD Rigid cekiing directly applied or 10-0-0 oc bracing. Mil ek recommends that Stabilizer: and required cross bracing '. be installed during truss erection, in accr?rdanca with Slabilizei installation guide REACTIONS. ( lblsize) 3=1601Mechanicai, 2=32410-8-0, 4=77IMechanicai Max 1 0rZ 2=121(LC 8) Max Up( fft3=-112(I.-C 12), 2=-1 35(LO 8) Max Grav3= 160(LC 1), 2=324(LG 1), 4=121(LC 3) FORCES- (lb) - Max_ Gomp,/Max. Ten. - All twoes 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCFE 7•-10 Vult=l 39mph (3-second gust) Vasd=108inph; TCDL=4.2psf; BGDL=6.0psf; h=25ft; Cat, Exp B; Ent:i., GCpi--0.18: MW FRS ( envelope) gable end zone and C-C Extenor(2) zone; cantilever left and right exposed ;C-C fat members and forces & MW FRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1-60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconorment with any other live loads, 3)' This truss has been designed for a five load of 20.Opst on the bottom chord in akl areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between thebottomchord and any other members. 4) Refer to girder(s) for truss to truss connections_! a) Provide mechanical connection (by others) of miss to bearing plate capable of withstanding 112 lb uplift at joint 3 and 135 in uplift at L1 joint 2. 6) "Semi - rigid pitohbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss This A t tag" ( E N Gt, 7) manufactured product is designed as an individual building component. The suitability and use, of this component for toy particular building is the responsibility of the building designer per ANSI TP( i as referenced by the building code-" C8 ) e, e c, a 7J€ 1 ; I I E B kkfi t?Ind S " latttid Pt *, 536'1€ Mi i0 fl5A- Inc i`t (,art t1ki 34 6904 fladw, Dist 80vd, 1 c tci FL 3. 610 Datft: May 18,2016 WARNING, Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE UIP74P3 rev, fiV03f2015 BEFORE USE. 1?E SI5, 511 v'..}tt$f I trA,-tily with lry }t"J•$ri islwwv"r f tfY eft v=fij If Niierofa . nl 1, ("1 N11{Nil tduA II t:1.lodir"') litF rH fif IVA IIlriso sysicnl tk1owrr,+, Ux^ IIIuste,aoyItx•' it>tlllyIII 4h',*JnI' 5u mlet<•rs •.nxI r a.,I I-(ty if It oeaar<ill 191' iTektntHcNt>;t <k^slim Etrcxat it}Inds ute-sd is t« ptev,nt txx,klingj o€it 5 lkvleftkll truss v;cfkz arxll^I rtxx! Ieiixiat cis oluy li.kllttt nut 4etnt x l ulp axf {,+mil• trx: tit hI x:€n} is 1{W cip4 is eledu it«r st rtTilty ur.lt •{uevrnll ItMu>vsiih(x ssit•lr txas Ixll kyttrY nvl taixpl >t>I t~<'A m<xt^ I"I ola•4radin4I the Inhiic ,Ilioh. xtr i k . ci"Ir ay. ow 4ai on i tx.t< nIl'A tnls, s IT I.1 husti sYsic:ms- Y',,,AN$11711 Quality Criteria, DSB•89 and BCSI Building Component i 6904 Parke East Slvd. Safety Information owillutAt W,m ! arcs Hole institute- 216 (I I,Io Skelc t ualtk 3I Nc*x Inclni , '511 2.7314. Tarttpa. FL 13610 JACK OPEN 1`86486 73 0 0 1-0-0 1-0-0 Job Reference (optional) 7.640 s Apr 19 2016 M,Tek Industries. inc ID:8ls7p2vjcca4jB9DL55wDPz P0S-MGed?iap()n1u8wl 0-80 Ax4 2x4 LOADING (psi) SPACING- 20-0 CSL DEFL. in (Ioc) I/defl L/d TCLL 20,0 Plate Grip DOL 1,25 TC, 014 VerIT,L) 0.01 1 11/f 120 TCDL TO Lumber DOL 1,25 PC 0.00 Verlfft-) 0.00 1 n/r 90 BCLL 0,0 Rep Stress lnui YES we 0,10 Horz(TL,) 000 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix) LUMBER - TOP CHORD 2X4 SP No,2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 REACTIONS, (Ib/size) 2=331/0-8-0,4=-253/0-8-0 Max Horz2=23(1-0 16) Max Uphft2=-208(LC , 8). 4=-253d-C 1) Max Grav2=331 (LG 1), 4r1 67(LC 8) FORCES. (lb) - Max, Gornp,/Max, Ten. - All forces 250 (IN) or less except when Shown, TOP CHORD 2-3=-237/288 WEBS 3-4=-3131255 Scale = 1 7.1 PLATES GRIP MT20 2441190 Weight: 4 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-8-0 oG purins, BOT CHORD Rigid (eihng directly applied or 10-0-0 oo bracing. Milek recommends that Stabilizers and required Gross bracing be installed during truss erection, in accordance with Stabilizer Installation aurde. NOTES- (8) 1) Wind: ASCE 7-10 ' Vuit=139niph(3-secondgust) Va$(J=1081-nPh ' TODL=4.2pst; BCDL=6,0pst1 h,25111 Cat, 11, Exp B; Enci_ GCpi-0,18 MWFRS ( envelope) gable end zone and C-C Exterior(2) zone: cantilever left and right exposed C-C ter members and forces & MWFRS for ( eaGUyins, shown; Lumber DOU-1.60 plate grip DCIL=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 Vjj I 111,tif" Cable End Details as applicable, or consult qualified building designer as per ANSI/TPl 1, 3) Gable requires continuous bottom chord hearing. q 4) Gable studs spaced at 2-0-0 oc. C ('m 5) ' This truss has been designed for a live load of 20,Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the botton) chord and any other rnernbets. N 55 3 6 13 I 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 208 In uplift at joint 2 and 253 In uplift at joint 4, 7) " Serni-rigid Eirchbreaks with fixed heels" Member end fixity model was used in the analysis And design of this truss. The suitability and use of this component for any particular building is the responsibility of Me building designer per ANSI TPI t as referenced by the Wilding code." S"TAT E a , Y, ---- ON A k I I I if-010% Kchael, S Magiti PF Nn,53681 MI lei U,:A, kir, f [CW,6634 004 flvk, Fur BNd, Tanipa Ft. 33610 Date: May 18,2016 AA WARNINO, Verify design paraln.ters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10=015 BEFORE USE. x, a,jn V, Al, I I- ome-ily Mth IN,, feu4tt ask tua,f —14y 11'N'wlols 4,Wl" -11N1 1} V'f , in injrvro i(jol ly)II, Myj IrA kotow tlyImW firo mml ,-,eWy th— 11141, ,It Airy of j, A'rnwl'q, Ind i ,, 'i: x,fly in,, 4t -+ Wft4, , I,ogn hl, , tlx It to' MiTek' i "I 'W111 11ol , rklkl<A, • w, J( 1iifnq th" rot ,qt- Itt, Ih, s1,. ioe, ly, tiol in, 11,4' l"JI q of rmw —if, I lm,--,,,ANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 pa,ke East BF,d Sotsty Information, lv(xlot+ b fl'm rmss tnstrhik3 Mt N k-Slf-,I 17, fqeX,Ifyhlo, VAF/1314 'ran-Va. FL imlo 1,60026 Rol HALF HIP GIRDER T43648674 1 0-0 30 = 400112 7.640 s All, 19 2016 Welt rnd,,smos Inc rue May 17 16 ID:8r,,7p2,acca4jB9DL55wDPz POS-(ISC'7DltaR949114pxYjX5b3SxeEI 70-0 9-10-6 7-0-0 2-10-8 LOADING (pst) SPACING- 2-0-0 CS1, TCLL 20.0 Plate Grip DOL 1.25 r G 0,65 TCDL 7.0 Lumber D)OL 1,25 BIG 0.52 BCLL 0,0 Rep Stress Inor NO WB 0.32 BCDL 10,0 Code FBC,2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 REACTIONS. (11hisize) 5,--8851Mechanical, 2=60710-8-0 Max Holz 2=1 23(LG, 4) Max 1Jprtt5---328(LC 4), 2=-240(LC 4) Max Grav5e=960(1-C 18),2=607(LC 1) FORCES, (11)) - Max, Gornp,/Max, Teri. - All forces 250 (1b) or less except when shown. TOP CHORD 2-3=-1071/292 BOT CHORD 2-6=-315/953,5-6=-308/903 WEBS 3-6=-115/814, 3-5=-1 170/400 Scale = 1 90 7 4x6 - 3X6 2x4 3X6 --- UEFL. in (too) I/dell Ud PLATES GRIP vert( I-L) 0,06 26 >999 240 MT20 244/190 Veu( TL) -0,15 2-6 >764 180 Horz( TL) 0,02 5 n/a n/a Weight 43 lb FT = 20% BRACING - TOP CHORD Structural atwood sheathing directly applied or 4-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi Tek?ecornmends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilize( installation gulde. NOTES- ( 10) 1) Wind: ASCE 7,10, Vult=139roph (3-second qUSb Vasd=108rnphl TGDL=4,2pst, BCDL=6,0psf1 h=25ttl Gat. 11; Exp B; Encl_ CCrri=0,18; MWFRS ( envelope) gable end zone; cantilever left and tight exposed ; Lumber DOL=1,60 plate grip DOI--1,60 2) Provide adequate drainage to prevnt wateponding. k titi,1111118111f 3) This truss has been designed for at 0,0 psfr bottorn chord live load nonconcurrent with any other try(, load,,, % A 4) * This truss has been designed for a live lead of 20.Opsf on the bottorn chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 'Pe E fit betweenthebottornchordandanyothermembers. 5) Refer to girdei(s) for truss to truss connections, 6) Provide mechanical connection (by others) Of MASS to bearing Plate capable of withstanding 328 11) uplift at joint 5 and 240 lb uplift at N joint 2. 53681 7) " Sever rigid pitchnreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated road(s) 647 lb down and 184 lb up at 7-0-Z on bottom chord. The de.signNeleGtion of such connection device(s) Is the responsibility of other',-, 9) In the LOAD CASES) section, loads applied to the face of Me truss are noted as floor (F) or back (13), IS TATE 10) "This manubictuted product is designed as an Individual building component. The suitability and use of this component for any A, particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code," LOAD CASE( S) Standard s 0 1) Dead + Root Live (balanced) Lumber Increase.,--1 .25, Plate 1nciease=1,25 1141111111 tf % Uniform Loads ( pit) Vert i 1-3=-54, 3-4-120(F: -66), 2-6=-20, 5-6=-44(1`=-24) Mi(Jiaoi S, 10aglid PF Nn,53681 Concentrated Loads ( lb) Milak E3SA, irte. Fl, Cetl 6W34 Vert: 6=- 475(F) 6904 Parke Urst Mvd, Tavmpa IN, 3316,10 Date, May 18, 2016 A)jk WARNING, Verity design paramaters, and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAC'EM/1-7473 rev, 1010312015 BEFORE USE, D,>siqn voll'ik'I LN-Iflywiff fvhlok( 'ifirttilvKruot I if t ac 'YM"I " t"'l j(", = in, , it y, I " silt91, " , I < i-v 11 .,1 11 it 0 V, -if IV it y, Ipf'fl, , 411 ty -1 , ro,Igr I ')I e it f w f"r, ot " I I I "I d y I," -I it -voltt tl-w, , k ,Ag i ir t I it rI , fit MR' ix h Sinai N)crfq iInt 11, 1, 11, r Iq"V",r,l kill KI .,t rlt iol, it I li,iv W,A \ 110/ol c11-1,1,iwmt r, , rtry MiTek' IS AIV ly% f-JUll'yJ fur 'kil Jljly,)n j rI, wilh I w-itil infiriyond I,v't kil'tk" lllon, M' A,xk,, 1,,Irv,ly-'a'I tlo'lltq 'A IIfIy,,,,s, tnd hu.%sYlt,ml, woAN$I/TPIl Quality Ctiterlo, DSB-89 and SCSI Building Component 6904 Patke EaSI l3i,,d Safety Information ov'AlotAt fi<xri rrfma llrllo Instilulo, ?1A N ',,fiile 317, AI,1Xjndr1,;A'A L 314 Tampa- FL, 33610 TB0026 IR02 IHALF NIP Builders FastSowce, Tama Plant City Honda 33566 1..0.0 1-0-0 7 640 s Apr 19 2016 M,Iek Indu ID:81s7p2vjcctt4jB9Dl55wDPz PQS-qSC?Di 6-3-3 9-0-0 IB646675 Inc 7ue May 17 16 59 07 2016 Page t 49114pxYjX6b3SyXE 5lLiggeK N M 6cz FY t 9-10-8 0-10-8 Scale. = 1:2 1.6 3x4 =- x4 3x6- 3x8 -- 9-0{7 9148 9- 0-0 0-10-8 Plate Oftsets (X,Y)-- (4 0-2 0,0-2 13j LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (foc) Udell Lid PLATES GRIP TGL_ 20.0 Plate Grip DOL 1.25 -C 0.59 Vert(LL) 0,23 2-6 >490 240 MI 20 244/190 TCDL 7.0 Lumber DOL 1,25 BG 0.76 Vett(TL) -0,59 246 >190 180 BCLL 0.0 Rep Stress Iner YES WR 0,14 Florz(TL) 0,01 6 nhl nla BCDL 10.0 Code FBC20141TP12007 (Matrix) Weight: 42lb FTw20 LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide,_.. REACTIONS. ( lb/size) 6=3431Mechanical, 2=42510-8-0 Max Horz 2= 152(LC 8) Max Uplift6=-126( LC 8), 2---162(LC S) FORCES. (lb) -Pax. Comp./Max. Ten_ - All forces 250 (lb) or Less except when shown. TOP CHORD 2- 3=-438/212 BOT CHORD 2- 6=-304f383 WEBS 3-6=- 406/355 NOTES- (8) 1) Wind: ASCE 7-10; Vint=139mph (3-SeCOnd gust) Vasd=106mph, TCDL=4.2psf, BCDL-6.0psf; hn25ft; Cat. ill Exp B; Encl- GCpi=0 i8: MW FRS (envelope) gable end zone and C-C Ext nor(2) zone; cant levet left and right exposed ;C-C tot tnembers and forces & MW FRS for reactions shown Lumber DOL =1_60 plate grip DOL=1.60 2} Provide adectuate drnina to to prevent water pending, 3) This truss has been designed for a 10.Q psi bottom chord live load noneoncurrent with any other live oads. 4) " This truss has been designed for a live load of 20 0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will a, e fit between thebottomchordandanyothermembers. 5) Hafer to gitdet{s) for truss to truss Connections. r, 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 128 ib uplift at joint 6 and 162 1b uplift at joint 2. 7) " Semi -rigid pill„hbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "This manufactured prOduct is designed as an individual building component. The %,11tabillty and use of this component for any particular building is the responsibility of the building designer per ANSI TPI t as referenced by the building code_" 2 TAT E 0 F Cf r isS1<a1 S. r4agid t'r ck `;3681 U [ek'UiS: kk ioc, tt ('ecj(1634 6904 Paty6 EaA Blvd, 1 ainsia, FL 33610 11,11e: May 18, 2016 WARNING- Verity design parameters and REAP NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev 1019"016 BEFORE USE Ih sic tut ur:>4i it +rue ,itlV with Mitrk rnirorci i tl tl Sc:ua7n tsf*.tar f.ntiy rrt`•n{ ti t{t r •iclr Ut w•n :tut fi4t i kit ut fi rkr<g k tdl fiitsr•<;anf it nl x:t • r hirs. syst< sm fit3r(If^trw.: Ittr: tK nl final 1<"ui}txrintrat artrily ltxs . zlT4i<rrt w7iYv •.i rf `i,rri{xeirtin<tc il uncut { ,rty Ur r{ itts tt is lr st{nt tni tht .l,:rrc til I xrl€<lirK{ dcs7tYn lit.), iltp halt is io pre V(411 t>ttcklirttt =f irv:#Ivkfrsni hiss v"cet err l(cw'1)—ul rrtnmt>z iS o0y, f,m,f < vay )i,, 11+ 4monotil M x iik} T t4.rwovsr ;tnuoai tcx s14411ty'rndt ltrvotA "e Willi txssil 4'> injury o"O txol n'riy Jomoa)a i't tact' ltti ti"Ilk 1, nu e=icy,rnd3r K#tho t A 4 = 11 '0 si r<6.,{a cfc By I y, eteer ir>u on' l t'v i"inU <'l tluo, a , x v i to ist syslerxu, 1o4eANSUTPI I QUolity Crlterlo, DSB-84 and BCSI Building Component 6904 Parke East Blvd. Solely tntormotton tivcltiot+< tram 6stww Mit,> Instilul- 218 N to SIrF a! ',uitsx 31? rttdtlo VA ?2.3i4- Tarrgla_ H, 33610 R03 MONOMCH LOADING (psi) TCLL 20,0 TCIDL 7,0 BCLL 0,0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 BUT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 7.640 s Apt 19 1016 MiTek Industries- Inc. 1D:8ls7p2v1cca4j69DL55wDPz P0S-lefiri0QNc3w0HcNE0 7 16 59 O& 2016 Page I 7GeRy49t s 6we2zFYPX Scale = 1 21 0 31:6 - 3X8 — SPACING- 2-0-0 Plate Grip ROL 1,25 Lumber DOL 1,25 Rep Stress Incr YES Code FBC2014fFP12007 REACTIONS, (llb/size) 5=343/lvlechanical, 2=425/0-8-0 Max Horz2=162(LC 8) Max Uplift5=-134(L(., 12),2=-159(LG 8) CS1. TC O.59 BC 0,76 WB 0,14 Matrix) FORCES. (lb) - Max, Comp./Max. Ten, - All torces, 250 (lb) or less except when shown. TOP CHORD 2-3=-438/198 ROT CHORD 2-5= 305/364 WEBS 3-5=-410/359 DEFL, in (loc) I/defl Ud Vert(LL) 023 2-5 >489 240 Vert(TL) -0.59 2-5 >190 IBD Horz(TL) 0,01 5 nia h/a PLATES GRIP MI-20 244/190 Weight_ 42 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 M PU111115, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 ria, bracing. MiTek recommends that Stabilizers and required cress braI.ing be installed during truss erection, in accordance with Stabilizer installation guldo. NOTES- (7) 1) Wnr(t ASCL 7 10 ' Vult=139mph (3-second gust) Vasd-108mph I TCDL=4,2pst ' BGDl_-6,0ps1I h=25111 Cat, 11, Exp B, Encl.,OcTil--0,18, MWFRS (envelope) gable (,no zone and G-C Extenor(2) zone, cantilever left and right exposed ;G-G for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconrurrent 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 S fit between the bottom chord and any other members- 4) Refer to girder(s) for truss to truss connections. N, k, (, E IN 'SN, ,k 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 5 and 159 In uplift at N joint 2. Nt,53681 6) "Semi -rigid pitchlbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss, 7) "This manufactured product is designed as an individual building component. The Suitability and use of this component for any partfrulat building is the responsibility of the building designer per ANSI TPI I as ietetenrod by the building code," m. STATE c:1 e R I' Ael# 0 N A I It 1; t I I I li Mic,WA '3 Ma9ld rF Nn,3681 Milek inc_ Ft, (Art 6634 69(l,4 Paile Emt Blvd Tamp,,, H, 33610 Data: May 18,2016 AA, WARNING - Verify dluifgn parameters and READ NOTES ON THIS AND INCLUDED iii REFERANCE PAGE Mll-7473 rov. 10/0WOOS BEFORE USE. I "'*'#I WIWI rol o,(-oly MM mlh+is t,, iII-1 'Inly ist"n tAladln{l <snl r nt rot MiTek' rof k it IltiryonIi I' ask qIl"vI-I-11I Witt I I I 11 it,(, kit AorJ x, rotiway, ae, III " 1, ,xJ ta, II,01I) "1 01 v $ht Jv-,Ift,4 t,, WI(IANSI/TPI I Quality Criteria, M-891 and SCSI Building Component 6904 Parke Call Blvd. Safety Information oviii[<AIIc, Wmt 4w, Iloilo hMIhj1(I,21f1 N 1-'Mr-,rSuJI(. 31 X N,I on, M, 1, VA ?Xi 14 i Tampa FL 33510 PO4 ROOF SPECIAL 4 1 Job Reference (optional) Rwldom Ell Tampa Prault City Florida 33ti66 .7 640 s Ara 19 2016 War, Indusim ID:8rs7p2vjcGa4jB9DL55wDPz POS-lemOGNo3w0ld 7-0-0 11-0-0 15-0-0 22-04 1-0-0 7-0-0 4-0-0 4-010 i-o-0 I 30 = 4Y,6 - 3x8 - T6648677 ue May 17 16 54 08 2016 paq. I 502K8H AUePc40I s 6we2zFYPX Scale = 1 40 8 3x4 - 7-0-0 4-0-0 4-0-0 7-0-0 Plate Ottsets (X,Y)- - 12: Edge,0-0-8], t3,0-4-5,0-1 -111, [7.0-4-5,0-1 111, t8 Q-0-0,0-0-81, [10:0-1-12,0-3-8], [12:0-1-12,0.3-81 LOADING (pst) SPACING- 2-0-0 CS1, DEFL. In (oc) Well Ud PLATES GRIP TOLL 200 Plate Grip DOL 1,25 TC, 0,39 Verl(LL) -0,24 10-11 >999 240 MT20 244/190 TGDL TO Lumber DOL 1.25 BC 0,85 Verl(l L) -0,66 10-11 390 180 BOLL 0.0 Rep Stress InGr YES WE, 0.73 Horz(TI.-) 0,56 8 Na n/a BGDL 10,0 Code FBC,2014/1-PI2007 Matrix) Weight, 112 ib FT = 2V'b LUMBER- BRACING_ TOP CHORE? 2X4 SP No.2 TOP CHORD Situctutal wood sheathing directly applied or 2-9-10 oc puilins, BOT CHORD 2)(4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 10 0- 0 oc bracing. 12-13,9-10: 2x4 SP No,3, 3-7: 2x4 SP No,! M(Tok recommends that Stabilizers and required Cross bractng WEBS 2x4 SP No,3 be Installed during truss ereC.tian, in accordance with Stat)(0zer Installation guide, REACTIONS, (Iblsize) 8=887/0-8-0,2=964/0-8-0 Max Herz 2= 1 20(t-C 16) Max UpIift8--,-88(LG 13), 2=- 1 29(,LC 12) FORCES. (1b) - Max. Comp,/Max, -let), - All forces 250 (1b) or less except when Shown, TOP CHORD 2-3=-1492/325,3-4=-4020/536,4-14=-19331193,5 14=-1822/247,5-15=-1822/247. 6-15=-1933/193,6,7=-4036/547,7-8-1492/333 BOT CHORD 2-13T-208/1243, 12-13=-22011494,3-12=-328/3513, 11 12-325/3563, 10-11=-33413577, 7-10=-336/3525,9 10=-233/1512,8-9=-218/1257 WEBS 3-13=-1857/328,5-11=-171/1251,7-9=-1876/341,4 11=-19321362,4-12=-142/1299, 6-11 =- 1946/392, 6- 1 Oz- 151/1313 NOTES- (8) 1) Unbalanced root live loads have been considered for this design, t%VVII111111', 2) Wind. ASGE 7-10; Vur=139mph (3-second gust) Vasd=108mph TGDL=4 2psf, BGDL=6,0psf1 h=25ft: Cal, III Exp B Encr. CiCpl=0,18 N"% N', - V:L S, AV, MWFRS (envecpe) gable end zone and C-C Exterior(2) zone; cantilever left and tight exposed IG-C for members and forces MWFRS N cq N EforreactionsshownLumberE0L=1 .60 place grip DOL=1,60 3) 200,011b AG unit load placed on the top chord, 1140 from left end, supported at two points, 2-0-0 apart, 4) This truss has been designed for a 10,0 psf bottom chord live load I-ionconcenent with any other live loads. No 53681 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where, a fectang1c, 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 68 11) uplift at joint 8 and 129 ib uplift latjoint: 2, 7) 'Semi rigid pitchbreiks with Nxed heels" Member end fixity mode was used In the analyst-,, and design of this truss- C, 1-1 7- E 0 F s (41 8) "This manufactured product is designed as an Individual building component, The suitability and use cat this component tot any parlrculai building is the responsibility of the building designer per ANSI TPI I as referenced by the building code." s", le N A yx`x it I it % %, Michapi S Niagid PIP fora ,,539,81 MITO USA, Inc- FL Gen 5634 690-4 Park(,, r,,ast BM,111, Tsi-)pa R, 2t361 0 Date: May 18,2016 A k WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUOEG AVIEK REFERANCE PAGE MtF7473 rev. f0sMOTS BEFORE USE, Ihj',, krv(rn is t'l-d lily ul "n st-wll. ol)d t, f'l ,I, in 11A. ill, )It kill, linj JnL "r AW,, aonIv MiTek' N orw,o', oqkllwxl f"I sloHiry 1, I,w-nt Witt, [1,1,,IJ'Aki M,i lv,,,,)ll,firl,ift),v 1, rtli< , Itt"I I, 'I'c"'N"w, dk4tv(1y, owl fi"q, ot" i tv I, inq of trin.,e s Ind tftm „YI,411 s. -ANSJ/Tiil I Quality Criteria, D$6-84 and RCSI Building Component 6904 Parke East Btvd Safety Information fi,m ilm, Moro itoW,ito ?W LI 1?, VA 2"1314 Tampa.FL 33610 Roy COMMON I71 stSotirco Tampa. Plant Coy. Florida 33566 7.640 s Apt ir, 210i6 Milek industries. Ine Tue May 17 16 59 09 2016 P D:as7p2vjcca4jB9D1-55wDPz POS-ti)rJtiiejcihiPT'?NzJg8aZgUX13212pav75esTI 7-8-9 11-0-0 14-3 7 22-0-0 1-00 7-8-9 3-3-7 33-7 7-6-9 10-0 Scale = 1 41 0 4x6 4x6 4x6 - 0,X8 -- 22-0-0 Plate Offsets (X,Y)-- j8:0-4-0,Edqej LOADING (pst) SPACING- 2-0-0 CSL DEFL. In 10c) I/d(tl Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 7C 0,59 Vert(LI-) -0,22 2-8 >999 240 MT20 244/190 FCDL TO Lumber DO[- 115 BC 0,84 Veh(TL) -0,60 2-8 >429 180 BCI-L 0,0 Rep Stress Ines YES WB 0,29 Horz(TL) 0.04 6 n1a n/a BGDL 10,0 Code FBG20141TP12007 Matrix) Weighs: 97 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc pulflns. BOT (,-,HORD 2X4 SP No, I BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. WEBS 20 SP No,3 MiTek recommends that Stabilizers and required cress bracing WEDGE be installed during truss erection, in accordance with Stabilize) Left: 2x4 SP No,3, Right: 2x4 SP No-3 InStallatl0r) QUId(`, REACTIONS. (ib/size) Max Her z 2"1 15(LC 16) Max Uphft2=-228(L(.. 12), 6=-228(11-G 13) FORCES. (lb) Max, Comp,/Max, Ten, - All forces 250 (11h) or less except when Shown, TOP CHORD 2-3=-1202/483, 3-4= 945/430, 4-5=-945/430, 5-6=-1202/483 BOT CHORD 2-8=-296/981, 6-8,-2991981 WEBS 4-8=340/749, 5-8=-324/299, 3-6=-3241299 NOTES- ( 7) 1) Unbalanced toot live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult=1139mph (3-second gush Vasd=108rnph; TGDL=4,2psf1 BGDL=6.0psfl lb=2541 Cat. It, Exp B. Encl., GCpI=0,18, MWFRS ( envelope) gable end zone and C-G Extenoi(2) zone; Cantilever left and right exposed IC-C for members and forces & MWFRS for reactions shown Lumber DOL=1.60 plate grip DOL=1,60 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20,0pst on the bottom (,,hold inall areas where a rectangle 3.6-0 fall by 2-0-0 wide wil fit between the bottom chord and any other members.Cl 1`> 5) Provide mechanical connection (by others) of truss to bearing plate capable or withstanding 228 in uplift at joint 2 and 228 Ib uplift at joint 6, N 53681 6) "Serni- rigid pitchbreaks with fixed heals" Member end fixity model was used in the analysis and design of this truss, 7) "This manufactured product is designed as an Individual building component. The suitability and use Of this component for any particular building is the responsibility of the building designer per ANSI TPI I as relonanced by the building code," TIAT SE OFx, 0, N A I It I Mhrlwiil S, Wspd, K No 53frul I MlTek USA, Inc, rL Uert tiI6,34 6190A P1,11ke Esst elvd. famp"i R 3,'i6lo Data: May 18, 2016 WARNING - Verify design parameters and READ NOTES ON THIS AND fNC1,U0f0 M!TFK REFERANCE PAGE 011.7473 rev. 1010312015 BEFORE USE. MiTek' II it qt, alto I. Mot Fie, , 1, IK-ty, I, ltu 1 1v 1,41" Z "I III I !nisi V'(1ANSl/TP1 I Quality Crltarlo, DSB-89 and SCSI Building Component i 6904 Parke East Blvd 0fety Information <1V(* It4(I floin Irn,,,s ilol,, lwlitut,I, lift ill i-e 3IX VA 1 1314, TaW,, Fl- 33(lo T60026 R06 GABLE T6648679 1-0-0 1-0-0 7-8-9 7-6-9 7.640 r% Apr 19 2016 Mi I ek Industries, Inc it ID:8Is7p2vjcc&4j69DI_55wDPz P0S-E1t8r3dKS?XKcXYW 3-3-7 3-3 7 4xG 78-9 10 2016 Page I Y?PGKlbljxz 1-0-0 Scale = 1,41,0 3x4 3x4 00 22-0-0 11-0-0 11-0-0 Plate Offsets (X,Y)-- t90-0-0,0-0-01,[10:0-0-0,0-0-01,111:0-0-0,0-0-01,[17:0-4-0,0-3-0],[24:0 0-0.O-0-01,[26:0-0-0,0-0-01,[26:0-0-0,0-0-01 LOADING ( pst) SPACING- 2-0-0 CS1. DEFL. in for) I/crell Ud PLATES GRIP TOLL, 20,0 Plate Grip DOL 1,25 TO 0.68 Ved(LL) 0,11 19-20 >999 240 MT20 244/190 TCDL TO Lumber DOL 1.25 BC O.86 Vert(TI-) -0,32 19-20 >801 180 BOLL O'D Rep Stress InGr NO WB 0.40 Horz(TL) 0.08 12 n/a h/a BODL 10-0 Code FBC2014/TP12007 Matrix) Weight: 132 In FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood Sheathing directly applied or 3-8-7 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, WEBS 2x4 SP No.3 MiTelk (ecommends that Stabilizers and required cioss bracing OTHERS 2x4 SP No be installed during truss erection, in acGordanc-,e with Stabilizer WEDGE Installation guide. Loft: 2x4 SP No,3, Right: 2x4 SP No.3 REACTIONS. ( lb/size) 2=1411/0-8-0, 12=1411/0-8-0 Max Harz 2= 1 15(LC 12) FORCES. ( 11h) - Max, Cornp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2079/0, 3-4=-1912/0,4-5=-1883/0, 5-6=-1680/0, 6-7=-1493/0, 7-8=-1493/0, 6- 9=- 1680/0, 9-1 0=- 1 883/0, 10- 11 =- 1912/0, 11-12=-2079/0 BOT CHORD 2-20=0/1673, 19-20=0/1673, 18-19=0/1673, 17-18=0/1673, 16-17=011673, 15-16=0/1673, 14- 15=0/1673,12-14=0/1673 WEBS 8-17=-698/0, 7-17=0/1043, 6-17=-699/0, 5-18=0/299, 9-16/299 NOTES- ( 10), 1) Unbalanced root live loads have been considered for this design. 11%fiIII91111 2) Wind ASCE 1-10; Vurt=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6,Opsf, h=25ft: CaL 11, Exp B. Encl., GCpi=0.16; 4"r, MWFRS ( envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1,60 plate grip DOL=1.60 0", q 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 ANSI/TP1 1. 4v 4) Ali plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs SPaGed at 2-0-0 oc. Nt 53681 Z 6) This truss has been designed for a 10.0 pst bottom chord live load nonconClArrent with any other live loads, Z 7) ' This truss has been designed for a live load of 20.0psf on in,, 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 mernbets. 8) " Sen-ii-rigid pitchbieaks with fixed heels" Member end fixity model was used in the analysis arid design of this tlr_li,'S El"FATE ('11F 9) In the LOAD CASE(S) section, loads applied to the face of the truss are rioted as front (F) or back (B). I 1;, % x, 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any PaWICLllar building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code," 7, LOAD CASE(S) Standard ON A 1) Dead I Root Live (balanced): Lumber Inrmase=1.25, Plate Inctease=1.25 Uniform Loads (plf) Midmel S. Wgio), FF N",5,3681 Vert: 1-27=-54, 7-27=-104(F=-50), 7 28=-104(F=-50), 13-28=-54, 2-12=-20 k4lfek USA, lilv, K Gent 6634 6904 Parke f,,W 81vd, Twipa Fl- 33610 k7lattl: May 18,2016 Ats WARNING -Virrity design parameters and READ NOTES ON THIS AND INCLODEVU(TEK REFERANCE PAGE MII-7473 rev, f""OISSEFORE USE, volt It'll k&,, "Illy With milek,I a I, lhr-j(l'4ql) I fit' m ietelI r. xvt r, ol II i, f'r on it ,Pvrikj ll [A I fit, I ),nr l" 4 I, ,l most lost V,nfy it., )[4,ii-It'lirly 4 ill"t'llry if IMI, MiTek' I Aobililvffvrl r, jw- verij with [,s44e t,lsollol girt,41n, o wYyjvfin,,) tho ribticotil,ii, Alxp, d0rvoly. owl bolt ,Ind hlocjfla "A rie's- fi'd Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information oll<*;t 4(, from lnw,, Ptote 401kite, 218 N, l-e Srf-I, kiile :Si?, Aloxondlk). VA 22si4. Tampa FL 33610 HE 7-10-8 7-10-8 Tes46sao Job Reference (optional)_ 7 640 s Apr 19 2016 Mock Induslnes Inc Tue May 17 16 5P 10 2016 page i I D:8Is7p2vlcca4jB9Dk.55wDPz_ POS-E 1t8r3(JKS?XKcXY W Er5t Gi4Vc5 F QY5cGKtt) l j xz FY PV Scale = 1.17.7 2x4 t d78 7r2,0 7-10.8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL- in (Coo) C/(left Lid PLATES GRIP TOLL 20-0 Plate Grip DOL 1,25 7C, 0.48 Vert(LL) -0,05 3-4 >999 240 MT20 244t190 TGDL 7-0 Lumber DOL 1,25 RG 0,32 Vert(TL) -0,13 3-4 629 180 BCLL 0.0 Rep Stress Incr YES W B 0,00 Horz(TL; 0,00 3 nta Iva BCDL 10-0 Code FBG2014ITP12007 (Matrix-M) Weight_ 28 lb FT 20`7r LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purims, except BOT CHORD 20 SP No.2 end verticals. WEBS 2)(4 SP No-3 ROT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing- MtTek recommends that Stabilizers and iequired cross tracing be, installed during truss erection, in accordance with Stabilizet Installation guide REACTIONS. (lb/size) 3=213fMechanicaf, 4=35910-3-0 Max Holz 4=114(I_G 12) Max Uplift3=-85(l C 12), 4=-124(LC 8) FORCES, gb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10, Vult=139mph (3-second gust) Vasd=108rnph; TGDL=4.2psf; BCDL=6.Opsf, h=250; Gat. 11, Exp B; End-, GGp1=0.18, MW FRS (envelope) gable end zone and C-G Extenor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOl=1.60 plate gop DOL=1.60 2) This truss has been designed for a 10,0 pst bottom chord live load nonconcurrent with any other live loads. 3) . 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 fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to ttzlss connections. r 5) Provide mechanical connection (by others) of truss to hearing plate capable of wrthstandirlg 85 lb uplift at Joint 3 and 124 lb uplift at joint It'll e 4. 6) "Semi -rigid pltchbreaks with fixed heels" Member end fixity model was used In the analysis and design at this truss. s' a ^ F f V 8' ;F 7 "This manufactured product is deli ned as an individual h use component for anypdesigned per ANS!1nPl t referenced by the buildingparticularbuildingistheresponsibtgtofthebuildingdes' I T y g code." g designer No T t a` S 1 AT E 11)F x ;,jetty rklk1iael 1, tyt'igul F f" No 1 68I Mile* USA, lnc rt: felk 6634 t)4 fNarke East Blvd, Tamp., f„ f f. 3 610 D tvi May 18,2016 WARNING- Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M111-7473 rev 10/0 2015 BEFORE USE. k^clll v,.rN {t iu.,e 411y with Mits-k ,nn, r t I It,is•fc->st47i u tvv:ea<f ,xliv of n>n fa n:fln<ateris Ul ,n,.}nfiskrrxr irN tivt,fu, it txrN, inxt o-xrit It nl n<>t sEntsss}^sttn fiaH„rurtrse th,^rarik1ar47 £cash#rearnurvfv+rntvtl,.tttdirt'dity„SrS,rvitRl(^rr.trut<I1,tv:S44 ts=.Ilyu1<r itw*r.tlutttnv:4 sh7nlnllheie rrtli l.' t trifrllYxl c{,a:41rr Pr<x:H ilalndk,ltertlr.Ie,tKeV<xtrtl treklirv:t<A snrfR,izhz, rl liras er et ni4itcxetxrtri rarertalxjr rily.AJ,ftltr,f,,iIl:ikil,i zi i, vlcltu;unr ri iE:md IwI, zInq i 1, ]iN =o(s is trtir, d h,r st• it dlity < nd l f I. went (l g , with I, -A4c fs is n,rl itIlkny :Ind pnt X'Ity dointlol, f,4 "1e1caol urnacnl, c, i<rltcluifrx} if,,, rbli, Ak>n, sir i R)c:, cfc"iiv,4y ev<r ti.x1 err 114' I"In 7 ,at ln+sx"s am t Irk ss sV I,ins, ,'vANSt(TPI t Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information ou*44, 6cm 6rta's Ilona 4 Ioikrfe,2lftN Irte Streol kAte 312. VA22314_ i 1amp., FL 336t0 MONOMCH IR6486pi Job Roforence (optional) 7 640 s Api, 19 20165 Wel, industries Inc Tue May 17 16 59 11 M6 Paire I ID:8Is7p2vjcca4jB9DL55wDPz POS-iDRW2PeyDJfBEh7inZcllvct5saeHYsoYyL,aFNzFYPU 1-0-8 1.2,0 7-10.8 LOADING (pst) SPACING- 2-0-0 CS1. DEFL, in Ioc) Vc1cill jd TCLL 20,0 Plate Grip DOL 1,25 7 G 0.49 Vedg-L) 0,05 4-5 999 240 TCDL TO Lumber DOL 125 BC 0,32 Vert(TL) 0,12 4-5 645 180 3CLL 0,0 Rep Stress Incr YES WB 0,00 Horz(TL) 0.00 4 n/a n/a BCDL 10,0 Code FBC2014/1'PI2007 Matrix-M) Scale = 1 17,7 PLATES GRIP MT 20 244/190 Weight: 29 In FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc putfins, except ROT CHORD 2x4 SP No.2 end verticals_ WEBS 20 SP No,3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required GrOS'S bracing be installed during truss election, in accordance with Stabilizer Installation gulde. REACTIONS. (lb/size) 4=208/MechaniGal, 5=41810-3-0 Max Herz 5= 1 33(L-C 8) Max UpIlft4=-83(LC 12), 5=- 1 78(LG 8) FORCES. (lb) Max. Comp,/Max. Teti. - All forces 250 (lb) or less except when shown. NOTES- (7), 1) Wind: ASCE 7-10, Vult-139d)ph (3-second gust) Vasd=108mph; TCDL=4,2psf; BGDl-=0,0psf; h=25ft: Cat, III Exp B, Encl_ GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterroi(2) zone; cantilever left and right exposed IC-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL1.60 2) This truss has been designed for a 10,0 pst bottom chord live load nonconcurfent with any other live, road$, 3) ' This truss has been designed for a live load of 20.0pst 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) Hofer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 4 and 178 In uplift at joint 5, 6) " Senti-rigid pitchbreaks with fixed heals" Member end fixity model Was used in the analysis and design of this truss, C,E N, 7) " This nianutactmed product is designed as an individual building component, The Suitability and use of this component for any Particular building is the responsibility or the building designer per ANSI TPI 1 as referenced by this building code." N 5 3 ',3 8 1 n STATE- CIF 44J Wch,, iel K"500 Fr sto-536,61 Wrik, USA, Inc, K Uert 'A34 6904 PwM East Blvc,1[annpa FL 331510 DaW May 18, 2016 A k WARNING - Vofifydatitri pal.mirtalland READ NOTES ON THIS AND INCLUDED UtTEK REFERANCE PAGE M11-7473 rev. 1010312016 BEFORE USE, I , )eaqt) V'A'i t"I Uv,—nly "Ith onne"t"Is 1W, do,4,11, is ondt, fox Wek' ttwcfl- n oi0 I t, VAlej ,'l law"'s, rixi lio" sooANWTIP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke EW Bed Safely Informollon ov(Aot 4(' 0,MT1 lim, rlolo Is"1110o, 2i8 N, k- /q('X')iydi,r, W, 21?314, Tampa FL 33610 TB0026 ' Rio I HIP GrIDF R 2 2 Mott Retarence (optio,gi) BU'Idel" r"ttitscatIcv, Tarnpa Plant cay. Ronda 33!'66 7 640 s Apr IQ MG MkTek Indusine., Inc Tue May 17 16 19 12 2016 Page I ID:8I&7p2vIcca4IB9DL55wDPz POS-AQ?LiGifazdnlsrhuLG7C,179jgFojDrlZnc47fiqzFYP'T 1-00 70-0 13-5-2 20-0-0 26-6-14 33-0-0 40-0-0 411-0.0 1 -0-6 7-0-0 6'5-2 64,14 6-6-14 652 7-0-0 1-0-6 scair. 1 70.7 2x4 3x4 = 3X6 = 3x4 6.Ot?j1 5x6 3X6 -- 17 16 15 14 13 12 11 3X6 -- 2x4 LOADING (psf) SPACING- 2-0-0 TOLL 20,0 plaits Grip DOL 1.25 TCDL 70 Lumber DOL 1,25 BCLL 0'0 Rep Stress IncT NO BCDL 10'0 Code FBC20141TI"12007 LUMBER - TOP CHORD 2x4 SP No,2 *Except' 3-6,6-8: 2X4 SP M 31 BOT CHORD 2x4 SP NO,2 *Except* 12-16, 2X4 SP No, I WEBS 2x4 SP No.3 4x6 - 3x8 3X8 -- 3X8 4aI 6614 CS1. TEFL. In (too) Ildell Ud T C, 0,95 Ved(LI-) 0,49 14 972 240 BC 0,77 Wol(TI-) 0.92 14-15 517 180 WB 066 Horz(TL) 0,24 9 n/a Iva Matrix) 2Y4 7-00 PLATES GRIP MT20 244/190 Weight: 363 lb FT -- 20% BRACING - TOP CHORD Structural wood sheathing directly applied, HOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. REACTIONS. (Ity'size) 2=3180/0-6-0, 9=3180/0-6-0 Max Herz 2=-77(,LC 9) Max UP[ift2=- I 132(LC 5), 9=-1 132(LC 4) Max Grav2=3269(1-(, 18), 9=3269(LC 17) FORCES. (lb) - Max. Comp./Max. Teri. - All forces 250 (11h) or loss except when shown TOP CHORD 2-3=-6681/2365, 3-4=-8869/3336, 4 5=-9839/3700, 5-6=-9839/3700, 6-7=-9839/3700, 7-8=-8869(3336, 8-9--666112365 BOT CHORD 2-17---2072/5939,16-17=-2OCi8/5902, 15-16-2068/5902, 14-15=-3276/8%6, 13-14=-3240/8931, 12-13=-2022/5844. 11-12=-202215844, 9-11 2026/5881 WEBS 3-17=-114/906. 3-15=-1439/3557,4-15=-1413/876, 4-14=-4-54/1143, 5-14=-787/585, 7- 14=-45511143, 7-13=-1413/676, 8-13=-1439/,3557, 8-11 -114/908 NOTES- If 1) fkj7f's 1) 2-ply truss to be connected together with 1 Od (0. 131 "xX) nails is follows: y' Top chords connected as follow-: 2x4 - I row at 0-9-0 oc, J Bottomchordsconnectedasfollows: 2x4 1 row at 0-9-0 oc, Webs connected as follows: 2x4 - I tow at 0-9-0 oc. 2) All loads ate considered equally applied to all plies, except if noted as front (F) or back (B) face n the, LOAD GASE(S)section, Ply to pl)tc 5 3 C38 I connections have been provided to distribute Only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced root live loads have been considered for this design. 4) Wind: ASCF 7110; VUIpzl39rT)ph (3-second gust) Vasd-108rnph; TCDL=4.2psf: 8GIDL-6.0pst, h=251`11 Cat. 11, Exp R, Fncl_ CCpi=0,18 j MWFRS (envolope) gable end zone. canfilever left and right exposed I Lumber DOLxl 60 plate grip DOL=l .60 L3) T A T E ' F 5) Provide adequate drainage to prevent water ponding. 6) This truss has beet) designed tot a 10,0 pst bottom chord live load nonconcut rent with any other live loads, 7) * 'Fills truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 fail by 2-0-0 wide wit fit between the, bottom chord and any Other members. 8) Provide rnetcharrGal connection (by others) of truss to beak Ing plate capable of withstanding 1 132 Jh uplift at joint 2 and 1132 to uplift at joint 9. 9) "Semi - rigid pitchbieaks with fixed heals" Member end fixity model was used in the analysis and design of this truss MOrael IS Megid PF No,,53681 10) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 676 lb down and 223 lb Lip at Mil USA, lacL (,ert 6CA 33-0-0, and 676 Ib down and 223 111 kip at 7-0-0 on bottom chord. The design/sef(etiOn Of such connection device(s) is the 69(111 Pwl(,,, East Bl,aki Tampa Fl, 336 10 tespon"'Iblilly of others. Dail", 11) "This manufactured product is designed as an Individual building component, The suitability and use Of this component for any May 18,2016 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 11-1";W'-' - 4 Vedfy designparameters and READ NOTES ON THIS AND INCLUDED UtTEK REFERANCE PAGE Off-7473 rev. 1010312015 &EFORE USE Ur kIkkn v'* It' 'I mo 'I Lly \04 I Mil'+""I 'I It its d's;,' It IN I'm,, I - A Y kit ";' [ , It, It Tlohrt4 ljlonqk' , xi I K ("t kki III,'fivi, A ( At A 4,111y) '-liq o"f I 1, 11" 1 Ilk I'm % Y%t, t'k km*' ItIt, t >t lll(gild < I"*)nol t"u"'t V, llfy tiv + .,I tit` 4411Y I It ril Ill lt'r "'y it)' , 'It * +k rlk this , 1, ,_k;i I Ulf , It 'V,k, Ill .. t"klll'irnod-' I j, Wek' tar k,11" I'4 lit wlnd 11(rs6,1y.,,tl;i",",,cYaANSI/TPII Quality Criteria, DSO -BF and BCSI Building Component 6904 Pafkk, East Bind. - Safety Information rvckf,lt* ft,nk lnmlltoru hslilirlo 21€}N TanIrek FL 33610 T60026 IR10 HIP GIRDER T8648682 LOAD CASE(S) Standard 1) Dead + Root Live (balanced): LUMI)e( Increase=1 Uniform Loads (plt) Vert: 1-3=-54, 3-8=-120(F=-66), 8-1 0=-54 Concentrated Loads (lb) Vert: 17=-475(F) 11 = 475(F) 25, Plate Inctease=125 2- 17=-20, 11-17=-44(1`--24), 9-11=-20 7640 s Apt 19 2016 Wet, Industites, Inc lue ID: 8Is7p2vjcca4jB9DL55wDPz P0S-AQ?uGIfazdnlsrhu WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MffEK REFERANCE PAGE Mll-7473 rev, 1010312015 BEFORE USE, voild P)t tiw-rity with Mll,*cvax>ct Is. K I Isc I "Illy u[,ti poiolw+fs on, I 1,, 1-1 vl 4,01VI'lu'll lx,d 1t11I7 c-mj —nont, rl,l Ini", ' Ylo, t; s iso, tNt,Wjioq, I, 1 rm isl vonly, th— 11,41i, otAliry "I d, ",jot I r it, it I o+ M, on, I 1 -1 11y ins c >q . + )J, 111K d(rAyjl I it & , lho , wo, III I'kA, 0nj4'yqi,. lot kit > I I < w- Ar t001voY, 11 ,1 I,ro 111 t at Inmso,ond lit iss %Y%ki i i-, s- AN$I/TPI I Quality Criteria, D B-89 and BCSI Building Component Safety Information ov,* A*) t(om buss Plate It'stilut"', 218 N, 1-e 1,tio,4, y.htvr 317, M-ondtlo, VA',,?314 MiTek 6904 Parke Ens, EiNd Tal-Wa FL 33610 F60026 Pit HIP 2 efs F,rslSource Tampa- Mat Coy Florida I3566 7.640 S Apr 19 2016 MiTok Industries, Inc.rue May 11 16 59 13 2016 Fige I iD:8I,,,7p2vjcca4jB9Df-55wDPz P0S-ecZG-T5fGkwvuT?G5v eVrKiwxf6hILG;0GqhKGZFYPS 6-6.6 90-0 15-11-9 31-0-0 33-5-10 40-0-0 40 0-0 6.16-6 2-5,10 6-11-9 8-0- 14 6-11-9 2-5-10 6-6-6 1 a 6 Scale 70 7 3XG 3x4 = 5X6 6,00 12 4 S 6 7 U6 16 is 14 13 12 3X6 3X8 - 4x6 = LOADING (psf) SPACING- 20-0 Csl. TOLL 20.0 Plate Grip DOL 1,25 TG 0,79 TCDL TO Lumber DOL 1,25 BC 0.92 BCLL 0.0 Rep Stress Incr YES WB 0-39 BCDL 10,0 Code FBG2014/TPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No,1 WEBS 2x4 SP No.3 3x4 4xC, = DEFL. in (10c) I/defI Ud Ved(ILL) -0,28 12-14 >999 240 Venjl-) -0.82 12-14 >577 180 Horz(TL) 019 10 n/a n/a 40-0-a PLATES GRIP MT20 244/190 Weight: 191 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing c purlins. di applied or 2-2-0 o BOT CHORD Rigid Ceiling directly applied or 2-2-0 no bracing, WEBS 1 Row at midpt 5-16,7-12 MiTek recommends that Stabilizers and required cross bracing be installed during IRISS ('100i0n, in accordance with Stabilizer Installation guldo REACTIONS. (lb/size) 2=1529/0-6-0, 10=1529/0-6-0 Max Horz2----96(LG 13) Max Uplift2=-31 8(LC 9), 1 0=-318(LC 8) FORCES, (lb) - Max, Comp./Max. Ten, - All farces 250 (Ib) or ess except when shown. TOP CHORD 2,3=-27351976, 3-4=-2537/939, 4-5.=-2259/8133, 5-6=-3164/1141, 6-7=-31641114 1, 7-8=-2259/863,8-9=-25371939, 9-10=-2735/976 BOT CHORD 2-16=-745/2356, 12-13=-961/3068, 10-12--752/2356 WEBS 4-16=-284/91 6, 5-16=- 1044/429, 5-14 =0/295, 7-14-0/295, 7-12=- 1044/429, 8-12=-284/916 NOTES- (8) 1) Unbalanced roof live loads have been Considered for this design, 4' S, 2) Wind: ASCE 7-10 Vult=139mph (3-second 9USt) Vasd=108rnph; TCDL=42pst; BCDL=6.0pst: h--25ft: Cat, 11; Exp B, End_ GCpi=0,18; xe MWFRS (envelope) gable end zone and G-C Exterior(2) zone cantilever left and light exposed ;G-C for nee mbels and forces & MWFRS NN for reactions shown, Lumber DOL=1.60 plate grip DOL- 1.60 3) Provide adequate drainage to prevent water ponding, 4) This Ifuss has been designed for a 10,0 pst bottom chord live load nonconourrent with any other live loads. N o 53681 5) * This Miss has been designed fora live load of 20,Opst on the bottomchord in all areas wherea rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other rnembefs. 6) Provide mechanical conneotion (by others) of triiss to hearing plate capable of vathslanding 318 it) uplift at Joint 2 and 318 Ito uplift at joint 10, TATE 7) 'Semr-rigid pitchbreaks with fixed heals" Member end fixity model was used in the analysis and design of this truss 8) "This rnanufactuted product is designed as at) individual bUtding component, The suitability and use of this component lot any X\ Vi nparticularbuildingistheresponsibilityofthebUildingdesignerperANSITPI1asreferencedbyfile. building Code," 0 N A V- ro"11111100t , michm"I ;, 'Mixg1d 11F No 5368 1 lailk, U,\',;A, Inc, L Coo 6634 691"M parike East eNd, I'I'mpa F1, 33610 Date: May 18,2016 Aj WARNING, Vertly dinagir parameters and READ NOTES ON THIS AND INCLUDED MITEK REFFRANCE PAGE M11-7473 rev. 1010"015SEFORIFUSE. 4,1 (-1 ki") -fily\01h hilt IinA V) +q, q F), , "d 1" 1'r , gi 0 fiAluol I 1 , 'A4 nt -IW4i-1 i li' m NA"I" rw. tile:hklll fin"I tnml v,,rity th, 11141, , ltu#Ity -1 t U, vj-r,o Ir'l 1 41 ,KIry it" -I - .1, Ito thr, d-ijt, int, , lh, ,v,,,, Al Nil' t,ofkhi r cI-ton W 1,41lt irr jicof,l I, to I -V"'I't I Awianq "I ir. fiv(,, It'll lrm,A, on'ljol I ifwmt t:, , ,,,Iy A, ldilinit, it t,mj , c ity -m,,)Fkj0 t i, x a"t MiTek- 1r olwoys for et xi olty and to I'le""O 41,4sr. Oth tx,ssif 4(r f aiwi,31 vouiy o,aJ I wr fly, F i1w),jo I, I y twl, )I tia, kit 0-olk4" slo( d0wny, m-", tion ati $ 1, 4(y, axj, 4 lrus-,, ,In, I lirm, 1VsI1)m1, -,*ANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Tampa- FL 33610 T8648664 160026 iR12 '',HIP I2 1 ws Fastso.wo I arnpa Plant City Florida 33566 7 640 s Apt 19 2016 %Tek Industnes Inc Tue May 1716 59 1 3 3016 Page I ID:8is7p2vicca4l89DL55wDPz P0S-e:ZGT5fCk'rrvuT?G5v eVrKa0f7AfVIGj0GghKGaFY 1-0-9 7-8-4 1 10-©.. 17.2. 7 22 9-9 .29-0 0 323 12 __.. 40-0-0 _.. 41-0-0 1-0-0 7-8-4 3-3-12 6-2-7 5-7-3 6-2-7 3-3-12 7-8-4 1-0-0 Scale = 1,70,7 3x4- 3x6 3x4 -- 5x6 -- 4 5 6 7 H r, 7 3x6" 16 , u , U ,.- ,I "1 12 3x6- 46 -- 3x4 -- 4x6 - 3x8 -- 3x8 -- 9-0-0 '-- -`-- --9-0.0 11 -O-Q Plate Offsets LOADING (psi) SPACING- 2-0-0 CSI. DEFL- it) loc) Ildell Ltd PLATES GRIP TCLI 20,0 Plate Grip DOL 125 TG 0.76 Vert(Lt_) -0.31 2-16 >999 240 MT20 244t190 TCDL 70 Lumber DOL 1.25 BG 0,89 Vert(TL) -0,67 2-16 >545 180 BOLL 0-0 Rep Stress Incr YES WB 0,33 Horz(I-L) 0.17 10 nla nta BCDL 10.0 Code FBC2014/1-P12007 Matrix) Weight: 198 lb FT = 20 f LUMBER- BRACING - TOP CHORD 2x4 SP No.1 "Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pullins, 4-6,6-8: 2x4 SP No_2 BOT CHORD Rigid ceiling directly applied or 6-9-1 oc bracing. BOT CHORD 2x4 SP No.I "Excel)(" WEBS 1 Row at micipt 5-16, 7-12 13.15: 2x4 SP No_2 MiTek recommends that Stabilizers and required cross bractng WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS- (lb/size) 2=152910-6-0, 10=152910-6-0 Max Horz 2=115( LC; 16) Max Uplift2=-300(t- C1 12), 14=-300(LG 13) FORCES. (Ib) - Max, Comp,/ Max, Ten, - All forces 250 (lb) or less except when shown_ 1OP CHORD 2-3= 2654{98T 3-4--24081923, 4-5=-2117(852, 5-6=-259611018, 6-=-259611018, 7-8=-2117I852, 8-9 2408I923, 9- 10 26541987 BOT CHORD 2-16= 74112299, 15-16=- 75212560, 15-17r-752/2560, 17-18=-75212560, 14-18=-75212560, 14-19= 75312560, 19-20=-75312560, 13-20=-75312560, '12-13=-75312560, 10-12 748/2299 WEBS 3-16=-3021284, 4-16n 2731857, 5-16=-6891296, 7-12=-684t296, 8-12=- 2731857, 9-12=-3021284 yt1il11irkt7 NOTES- 1) Unbalanced root live loads have been considered for this design.- 2) Wind: ASCE 7-1O; Vult= 139niph (3-second gust) Vasd= 108mph; TCt1L= 4.2psf, BCDL- 6,Gpsf, h=25ft, Cat, 11 Exp B; Errol- GGpi-0 16; MW FRS (envelope) gable end zone and C-G Exte or(2) zone; cantilever left and right exposed :C-C for members and forces & MW FRS '`a for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 No, 53681 3) Provide adequate drainage to prevent water pondiny. 4) This truss has beer) designed for a 10.0 pst bottom chord live load nonconcut rent 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, with BCDL = 10,0psf. 4 Ik 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 300 Ib uplift at joint 2 and 300 Ib uplift at S(Al` E F Joint 10_ ) " 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity rnodel was used in the analysis and design of this truss. ' 4 8) ° This roanut actu red product is designed as an individual building component. The Suitabil€ty and use of this component for any ) ( (i k particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the btdlding code.' a" 7 Iil"ir ( I 1lti4I114l111 Michael l L3 Magid }au No 53681 Milk* Ut,", Inc, PL Ces', C%34 W 4 Raft tit t bvd, i 1) pe FL 3, 3( 0 at- May 18,2016 Aj WARNING - Verity design parameters and REAP NOTES ON THIS ANP INCLUDED MITEK REFERANCE PAGE MI1-7473 rev, t010312015 REFORE USE ant v,..Ili it i w'o sully uOth tvtiltk ,,vu is thi4 ia:siy yl K tx ltioi ,IAY till r:,n4 %I wit, I, l$Kl,'I<:In irrin i. itr 7I t`tk litxl,,'"q fi nt tx:.l t tans cyst ar N"'n'reliso, ilxr killin7 r, iS)n,,t i nusf trxnilY "I,k u,tn I"rcnmt,irts )wJfi tally it) li-i,Iks lhts k>u;,}r in the t r:r ill htl+I<fkw r tfc=tiltgl tk,xinja lc:alaMits t,r,rc>titnt tv,tckli[hI[sxx4ivlcf!ull ttitss •eakr x4.1(*sr ehr r, l il c rtx<ts.,rllY-f1d<iitictrilt<xlttv>l.uy iu d lrnn,Irleant Mi- r;.IlunyrcIf 1uii' NJ for'kil 4111Y.nit {nc°ren! 4kg,sowilt i ,aolloI fwtloltr'loly'rtxi{.retx^dy ^tmar)v, i"t t7en<-r il ;} ilFacx3, <iriz I firyl lh" otrt< atkvl, st t. type, <i,gtVo9y, Csox milt • f serANSiftPH Quality Criteria, DSB-87and SC$1 Building Component 6904 Parke East Hlvd. Safety Information tv, m Ate,, 11,110 IE lstftute, 218Ii lee Str- arttt<,-31y f'Vc xsuk too, /A f X; 14 Tampa- FL 33610 TB0426 R13 IHIP,2 em FaslSwuv, Tampa Plant Coy Florida '13566 7.640 s Apr 19 2016 MiTek iridusines trio. Tue May 17 16 59 14 2016 V 1D:8rs7p2vjcca4j69DL55wDPz POS-7o7thRgqVE1159rliTfi9kNYE7z3S2Up?sFwZ 7-0-5 130-0 20-0-0 2700 32-11-11 40-00 41-0-0 7-0-5 5-11 11 7-00 7-00 5-11-11 7-0-5 1-0-6 5X6 = 2x4 5XG Scale = 1 '10 7 3X6 - - - 12 1 ,1.1 11 3X6 3x4 - 4x6 --- 3X8 - 4x6 - 3X4 - 9-3-11 3-8-6 7-0-0 7-0,0 3-8-5 913-11 Plate Offsets (X,Y)-- [4:0-30,02-01,[6:0-3-0,0-2-0] LOADING (pst) SPACING- 2-0 0 CSL DEFL. in 10c) I/dGfI L/d PLATES GRIP JCLL 20.0 Plate Grip DOL 1.25 TC 0,64 Verl(LQ -0,36 10-12 >999 240 MT20 244/190 TGDL TO Lumber DOL 1,25 BC 0,85 Vert(TL) -0,80 10-12 >594 180 BCLL 0.0 Rep Stress Iner YES WB 0,36 Horz(TL) 0,15 8 n/a Iva BCDL 10,0 Code FBC2014/TP12007 Matrix) Weight: 198 In FT = 2V, LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 2- 7-15 Or; puilins, BOTCHORD 2x4 SP No, I BOT CHORD Rigid ceiling directly applied or 6-11-10 or; bracing. WEBS 2x4 SP No.3 MlTeK recornmewds that Stabilizers and required cross bracing be installed during truss election, in accordance with Stabilizer Installation gt,llde REACTIONS. (10/size) 2=1529/0-6-0,8=1529/0-6-0 Max Horz 2= 134 (LC 12) Max Jpllf][2=-324(1-C 12), 8=-324(LC 13) FORCES. (lb) - Max. Cornp./Max. Teri, - All forces 250 (11b) or less except when shown. TOP CHORD 2-3=-2734/1011, 3-4=-2531/997, 4-5----2265/944, 5-6-22(55/944, 6-7=-25311997, 7-8=-273411011 BOTCHORD 2-14 775/ 2357, 14-15= 523/1924, 13-15=-523/1924, 13-16=-523/1924, 12 16-52311924, 12-17=525/1924, 11-17=-525/1924, 11-1 8=-52511924, 10-18=-525/1924, 8-10=-782(2357 WEBS 3,14=-304/312, 4-12=-170/595, 5-12=-430/289,6-12=-170/595, 7-10=-304/312, 4-14=-168/575, 6- 10--168/575 NOTES- (8) "y1twill I lifillor, 1) Unbalanced root live loads have been considered for this design, - ji, N I irS 2) Wind: ASCE 7- tO Vult= 1 39rriph (3-second gust) Vas(j= 1 08rnph; TGDL=4,2pst; BCDL=6,0psf: h.--251[ Cat 11 Exp B Encl- GGpi=O, 18', MWFRS (envelope) gable end zone and G-C Exterior(2) zone; cantilever left and right exposed IC-C for members and forces & MWFRS N - for reactions shown, Lumber DOL=1, 60 plate grip DOI,--1,60 3) Provide adequate drainage to prevent water pending. % No 53681 4) This truss has beer, designed far a 10,0 pSf bottom chord live load nonconUlfrent 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 rectangle 3,6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O,Opsf. 6) Provide roeGibanical connection (by Others) Of truss to hearing plate capable of withstanding 324 lib uplift at joint2 and 324 lb uplift at joint 8. STATE 0 F',4,' 7) "Semi rigid pirchbreaks with fixed heals" Mernbra end fixity model was used in the analysis and design of this truss. Z 8) "This manufactured product is designed as an individual building component. The Suitability and use of this component for any K\ particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 0N:r% s Midba#0 S, ta,,itpil K tpr,536181 Imliek 'U'SA, Inc, i'k- Ue t 06,34 6,904 Pirkr kamst Btvd, Tampa F1, 3""t," 10 Dalw: May 18,2016 A L WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MdE`K REFERANCE PAGE rtflf•7473 rev. 1"3120166EFORE USE D,aorivoli<,j for tm' <>IAY with full toknttx,1,rsIlls•1<ri,ulnfwiseritrya;-T)Itar•an,cle>rsMx+w11•rrr,fi4 I, r'F .1r o flvtdiiolI ulf0ing IVA it l truss ,MiT for 04, 411y. AId1-1wv');,t- 14-Will)("ositk,Ixqsnolin avonIi'l"i-ily kI wfil jth" ek' 1, It "k ofiof t, " I" l, Inv. dollvel yere-, lion, a " I tooe il,g "1 11, im, a 9,I tR M %Ysl< .r r 'e aANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Padre East Blvd Safety Intormotlon crvedtotdc> arom Ims's Plate (risilkit, Mr N to 'Aw0 A&,X,r,0flo, VA 22314 Tariva Ft- 33810 T864868C, R14 HIP bmlde,,s F,,stSoutce, Tampa Plant City Ronda 33566 ID:8ls7p2vj 70-5 15-0-0 20-00 25-0-0 i -0-0 7-0-5 7-11-11 5 0-o 5-0-0 2X4 6,00 12 5 SX6 6 Job Reference (optional) _ 40 , Apr 10 2016 MITI k industries Inc Tne May 17 16 Sin 15 2016 F 55wDPz POS-b hlunt)SGY9cjlQTOOgzwln,lplmADFF?'TaJo 32-11-11 40-0-0 4100 7-11,11 70-5 1-0-0 Scale - 1 72 0 3X6 12 1 1 .1 3X6 3x4 r 4x6 3X8 4x6 = 3x4 15-00 20-0-0 25-0-0 30-8-5 40-00 8-5 5-0-0 5-0-0 5-8-5 9-3-11 PlateOffsels (X,)-- 1310-4-0,0-3-01,[4:0-3-0,0-2-01,(6:0-3-0,0-2-01,17:0-4-0,0--01 LOADING (par) SPACING- 2-0-0 C&I. DEFL. in (loc) I/detl Ud TCLL 20-0 Plate, Grip DOL 1,25 TC 0,64 Verl(LL) 0,39 10-12 999 240 TGDL TO Lumber DOL 1.25 BC 0,98 Vert(TL) 0,80 10-12 590 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0,14 8 n/a n/a BCDL 10,0 Code. FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 2X4 SP No-2 'Except* 3-4,6-7: 20 SP M 31 BOT CHORD 2x4 SP No, I WEBS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight, 204 it) FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2,9-12 oc purlins. BOT G+iORD Rigid ceiling directly applied or 2-2-0 oc bracing, MiTek recommends that Stabilizers and required cross tracing be Installed during truss erection, In accordance with Stabilizer Installation guide, REACTIONS. (11pisize) 2=1529/0-6-0,8=1529/0-6-0 Max Harz 2= 1 53(LC 16) Max UpIift2=-345(LG 12), 8=-345(LG 13) FORCES. (lb) - Max- Comp./Max. Ten. - All forces 250 (lb) or less except when shown, TOP CHORD 2-3=-2739/1045, 3-4= 2569/1033, 4-5=-2022/861, 5-6=-2022/861, 6-7,---2569/1033, 7-8=-273911045 BOT CHORD 2-14=-812/2381, 13-14=-464/1820, 13-15=-464/1820,12-15=-464/1820, 12-16=465/1820, 11-16=-465/1820, 10-1 1,-465/1820, 8-10=-818/2381 WEBS 3-14=-370/373,4-14=,243(671, 6-10=-2431671, 7-10=-370/373,4-12=-99/480, 5-12--277/193,6-12=-991480 NOTES- (8) 1) Unbalanced fear live loads have been considered for this design, lIIII111111 2) Wind: ASCE 7-10 VuIt=139rnph (3-second grist) Vasd=108rnph. TCDL=4,2psf, BCD[-=6.0psf; h=25ft, Cat, 11; Exp B; Encl., GGpl o 18 ff A MWFRS (envelope) gable end zone and C-C Exteror(2) zone; cantilever left and tight exposed G,C for members and forces & MWFRS Kq for reactions shown; Lumber DOL=1.60 plate grip DOL=l .60 Cl X 3) Provide adequate drainage to prevent water ponding, ' k 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcutrent with any other live loads, N 53681 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide w1ii fit between the bottom chord and any other members, with BGDL :-- 1 0.0psf. 6) Provide mechanical GOnneCrOH (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 2 and 345 lb uplift of joint 8 7) "Semi -rigid prohlb?eaks with fixed Heels" Member end fixity model was used in the analysis and design of this truss, Q TA E 0 F 8) "This manufactured Product IS designed as an Individual building component. The suitability and use of this component for any parlickiWi building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." S 011111ill 'W Nkh,,aei S r ayl¢1 lo' No,53681 M1 1ek WSA, Inc,, f 'I, (ert 6634 6q(14 Parkfa 1,,,aqt Wvd. lainpa F1 33610 Date: May 18,2016 WARNING Verity d"lon Parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 01-7473 rev. 1010312015 BEFORE USE Ot,*rn V, AlI f"I uu,oNy with bill, ntv wt, qc1111, J,:* tt 1 is I, m " I (Ay, li—n I, uol I olol, x1 tom.x1fIs t. 'I .In 4x livi, It 1, )I t uildh 1 7) "rr4' 4 x Ili 1" '1 Nil' MiTek Quality Criteria, DSB-89 and BC$1 Building Component 6904 Parke Bast Bed Safety Information ovrAlol*fto- tn,?qul, '/In III Tan- a'PL. 3acilo 18648687 HIP 33566 1-09 7-0-5 13-9-5 i-o a 7-05 6-9-0 Coo -iT 7 640 % Apr 19 2016 MtTek inclustne, Inc fue May 17 16 59 16 2016 Page I ID:8Is7p2vjcca4IB9DL65wDPz POS-3BEP66t5ltHT[-S7fa6CCSzKTHtBzyhs9tE2LWbzf- 170-0 1 20-0-0 , 23-0-0 . 26-2 11 32-11 11 40-0.0 41-0-0 3-2 11 3-0-0 3-0-0 3-2-11 6-9-0 74)5 1-0-0 5X6 3X8 SX8 Scale = 1 71,5 3X6 113 If Iy 16 4V 18 tA 3.6 3x4 - 4x6 ... 3af - 4x6 -- 30 - 9-3-11 170-0 20-0-0 21i-o 0 30-a 5 40,00 3-1 7 -8-5 3 -0-0 3-0-0 5 -3-11789 Plate Offsets (XY)-- LOAOING (psf) SPACING- 2-0-0 CSL DEFL, in 10c) l/drdl Ud PLATES GRIP TOLL 20,0 Plate Grip DOL 1.25 TC 0,66 Ved(LL) -OA4 14-16 >999 240 MT 20 244/190 TGDL 7,0 Lumber DOL t25 BC 0.88 Vetl(TL) -0.96 14-16 >492 180 BOLL 0,0 Rep Stress Incr YES WB 0,46 Horz(TL) 0,15 12 n/a nel BCDL 10,0 Code FBC201411-PI2007 Matrix) Weight: 209 In FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied of 2 10-6 oc purlins, 6-8: 2x6 SP M 26 BOT CHORD Rigid cefling directly applied or 6-10,2 oc bracing. BOT'CHORD 2x4SPNo,1 W E (31 3 1 Row al midpf 5-16, 9-16 WEBS 2x4 SP No,3 MIT(* reconli-rends that Stabilizers and required Gross bracing be installed dUtIfIg truss erection, In accordance with Stabilize[ Installation qUIC10, REACTIONS. (lb/size) 2-1529/0.60, 12r1529/0-6-0 Max HwZ 2= 171 (LG 16) Max Uplrff2=-363(LG 12), 12=-363(-C 13) FORCES, (lb) - Max, Comp./Max. Ten. - All forces 250 (1b) or less except when shown - TOP CHORD 2-3=-2746/1047, 3-4=-2538/1021, 4-5= 2431/1033, 5-6=-1734/794, 6-7=- 15621745, 7- 8=-15621745, 8-9---17341794, 9-10=-2431/1033, 10-11 =-2538/1021, 11-12-----2746(1047 BOT CHORD 2 18=-80912371, 17 18.-525/1862, 17-19,---525/1862, 16-19=-525/1862, 16-20=-527/1862, 15-20=- 527/1862, 14-15--527/1862, 12-14=-816/2371 WEBS 3- 18=-3371331, 5-18--192/010,5-16-493/322, 9-16=-4931321, 9-14=192/610, 11-1 4=-337/331, 7-16=-342/971 NOTES- (8) fir 1) Unbalanced root live loads have been considered tot this design. 100e A 2) Wind: ASCE7-10; VUIt=139mPh (3-second gust) VaSd---108o)ph; TCDL-4,2psf; BC DL.-6.0psf h=25ft Cat. 11 Exp 13; EnGl, GGp1=0T8 e MWFRS (envelope} gableendzoneandC-C EXteiior(2) zone, cantilever lettand right exposed C-C to, members and forces & MWFRS U f-, s s v, forreactions shown, Lumber DOL=1,60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending. Nt13 6 8 1 % 4) The truss has been designed for a 10,0 pst bottom chord live load nonconcurfetit with any other live loads, 5) * This truss has been designed for a live load of 20.0pst oil the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between *he bottom chord and any other members, with BGDL = 1 0,0psf, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 In uptitt at joint 2 and 363 lb uplift at 12, joint r 01F: 7) "Semi -rigid pitchbreaks, with fixed heals" Member end fixity model was used in file analysis and design of this truss. This 8) manufaelured PlOdLetis designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the budding code." a, UN A k- irf I I It I I I I It midcrei S misild PF No 5368 1, MI 10 USA lncI, L Ceti 6634 6904 Puke East Blvd, la pal FL 33610 Date: May 18,2016 WARNING - Verify drlrliqn paratnefees and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PACiEU11-7473 rev, 16r "015 BEFORE USE, Oil rrilv, Ilk$ kr irs, "I'ly '„vtth Milk 1 MiTek' I,,, Iw'ly 1- it lw"J Ili ld, it Ally It"i (, I qevent Witt, I A itilt I, V of)d j, I of,t,ty I' A re I' wun,) R", tot 4k -t ilk 11, A, 4K, 4y, : nu! t,v Ica kr cif hu-1, if , It" 1aSvYsll 11, 11. ",,!ANSI/TPl I Quollty Critorlo, DSS.89 and BCSI BulMing Component 6904 Parke East Blvd Safety informal" ov,rtkit, ic fi,,ln 6tns flklto Ill"fituto, 218ki, I'- 'MI-4, ,i,ifle ail. Moxotxld, iVA i,2314 Timpa Fr- 33610 1`130026 Ris Hip Job Retotence (optionilt F'roSource, Tampa. Plant GrY Florida M66 7 640 s Apr 19 2016 ViTek industries, Inc Tue May 17 16 5917 2016 Page 1 F): 81s7p2v)rca4jEr9DL55wDPz POS- XNonJSjjo9 PKycasBpj R ?AsebGU Bh5B IxuouT I z FYI 70- 5 1395 18 14 , 21 10-12, 26-2-11 32-11-11 40-0-0 41 0-0 1- 0-0 7-0-5 6-9-0 4-3-15 1-10-12 1-10-12 4-3-15 6-9-0 1 4DA) Seale = 1 71 5 s. oa -4 3x6 : - 3X6 i 3Y6- 3X6 - - I 1 11 16 3X6 -- 3x4 4X6 3X6 - 4x6 3x4 3 93- 11 16 1-4 20-0 0-12 100021-1 30-8-5 40.0-0 9- 3-11 1-l(s12 1-10-12 8-9-9 9-3-11 Plate Offsets (X,Y)-- [6:0-3-0,Edgej, 18:0-3-0, Edge] LOADING ( psi) SPACING- 2-0-0 CSL DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1,25 TG 0.68 Vert(I-L) -0A3 16-18 >999 240 MT20 2441190 TCDL 7,0 Winner DOL 1.25 BC 0.88 Vorl(71) -0,94 16-18 >504 160 6GLL 0.0 Rep Stress Inct- YES WB 0,65 HoIz(TL) 015 12 n/a ri/a BGDL 10.0 Gode FBG2014/TP12007 Matrix) Weight: 204 P FT = 20% LUMBER- BRACING - FOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purins 6- 8:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-9-12 oc biacing. BOT CHORD 2x4 SP Nat WEBS 1 Row at micipt 5-16,9-16 WEBS 20 SP No,3 MiTek recommends that Stabilizers and r0djUlred cross bracing be. installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. ( Ilb/size) 2-1529/0-6-0, 12=1529/0-6-0 Max Herz 2= 1 83(LC 12) Max FJphft2=-374(I-,C 12), 1 2=-374(1,-G 13) FORCES. - Max, Comp,/Max. Ton, - All forces 250 (Ib) or less except when shown. TOPCHORD 2-3=-2743/1055, 3-4,-,-2536/1030, 4-5=-2429/1041, 5-6=-1727/801,6-7=-15l8/760, 78=-1518t760, 8-9=-1727/801, 9-10-2429/1041, 10-11=-2536/1030, 11-12--2743/1055 BOT CHORD 2-18=-81612367, 17-18=-538/1869, 17-19=-538/1869, 16-19=-538/1869, 16-20=-539/1869, 15-20=- 539/1869, 14-15=-539/1869, 12-14=-822/2367 WEBS 3- 18=-327/325, 5-18=-186/601t 5-16=-567/365, 9-16=-5671365, 9-14=-186/601, 11 - 1 4=327/325, 7-16=-407/1084 NOTES- (8) 1) Unbalanced toot live loads have been considered for this (resign. S Q 2) Wind: ASGE 7-10 Vul(=139mph (3-second gust) Vasd---108rTrph: TCDL=4.2psf; BGDL=6,0psf h=25tt; Gat. 11; Exp B; Encl_ GGpl,=Q,18 Oy\ MWFRS (envelope) gable arid zone and C-C Exterior(2) zone; cantilever left and right exposed ;G-G for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=I,60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chord live lead nonconcuIrent with any other live loads N 53681 5) * This truss has been designed for a live load of 20,0pst on the bottom Obeid in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between thel bottom chord and any other members, with BCD[- = I 0,0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 10 uplift at Ionit 2 and 374 !1b uplift at, j Lkj IATE OFoint12, T -S 7) "Senii- rigid pltdibieaks with fixed heels' Member end fixity model was used in the analysis and design of this buss. 8) "This manutarkned product is designed as an individual building component. The suitability and rise of this component far any particular building is the responsibility of the building designer per ANSI TPi 1 as referenced by the building code." 0 0NA`,,%N Mil harti % 1 tjkl PF No 53N"i I ka I(,* U,',A, Inc. L CW 6001 6904 Pqf* e East Blvd, lampa ft. 336, 10 Dift, May 18, 2016 WARNING - V11# yd0s(9nPa1*M0(01S 4ndREAD NOTES ON TKS AND INCLUDED UFTEK REFERANCE PAGE 01-7473 rev TaV3/2015 6EFORE USE. 111r, I [f ktw :,Ny Mth Mi I, *y 114. It v, doann K 'frV ril rn ('If It iol I 'kllldtlk I q, t nl I, not Yst,m, k4ow rrw, lho t,rAj(lrK 'i "I' inkM vVnity It,, , It 14 'A fity 't <I-jqn I`At if twtotz . M x11411 1+1 IV in '(I- 'I )1,* If*, , I"* It 11,1, 11. vov III Nil' lArildh9d"agn MiTek' K, Awov, Fe, p iii-A Vni vtot,ihly. If id k, t Fov,,nlAr, 4'ee "III t 1 >a lt4aaf-1 '-Iv A 00 my, Ilyd I 4'r 4!dy, tmw 1s)t'nk-otkn, wIotoij, c , Rflv,^Iy, (^f, , 11"n, rtn I tfo,,ing c 4 Injws, )(,<I to I Quality Criteria, DS8,89 and SCSI Building Component 6PO4 Parke East Bed Tampa FL 33610 T60026 FLOOR 2 job ReferenCE Plant City Florida 33566 7 640 s Apr 19 201 IE):8Is7n2vjcca4jB9DL55wDPz POS-?2 4-6-2 6-5-14 6-5 10 10-10-4 2-4-10 1 11-12 1 11-12 2-4-10 2x4 3X8 2x4 3x8 1 2 3 Us 4 5 sines Inc TueMay 171659182016 Pagel YBam921XEgYNPnBgulOVOS9YXS'? TzFY 12- 11-12 2- 1-8 Scale - 1:22,4 2x4 6 1 Us7 46 - 3X8 2io4 7Xlo - 2x4 3X8 44 - Plate Offsets (XY)-- J2:0-3-8,0-1-81, [3:0-3-8,0-1-81, t5:0-3 8,0-1-81,[6:0-3-8,0-1-81I 19:0-4-12,0-11 81,[11:0-5-0,0-4-12],[13:0-4-12,0-1 81 LOADING ( pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/delf Ud PLATES GRIP TCLL. 40.0 Plate Grip DOL 1,00 TC 0,82 Vert(LI-) -0-22 11 >705 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(TQ -0.32 11 >477 240 BOLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.03 8 n/a nia BCDL 5.0 Code FBC2014ITP12007 (Matrix) Weight: 141 to FT = 20% LUMBER- BRACING - TOP CHORD 2X4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-1 IX PLIOns, except BOT CHORD 2X6 SP M 26 end verticals. WEBS 2)(4 SP No, 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. ( lb/size) 14=2762/0-5-4, 8=2762/0-3-8 Max Grav 14=2967(1_C 3), 8=2967(LC 4) FORCES. ( Im -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5428/0, 3-4=-8335/0, 4-5=-8335/0, 5-6= 5428/0 BOT CHORD 13-14=0/5428,12-13=0/5428,11-12=0/5428, 10-11=0/5428, 9 10=0/5428, 8-9=0/5428 WEBS 2-14=- 6420/0,2-13=0/2897,3-12=-1698/0,3- 11 =0/3544, 4-11 =-546/0, 5-1 1=0/3544, 5-10=-1698/ 0,6-9=0(2897,6-8=-642010 NOTES- (8) 1) 2-ply truss to be connected together with 10d (0,131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 low at 0-7-0 oc. Bottom chardsconnected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2X4 - 1 row at 0-9-0 oc, Except member 4-11 2x4 - 2 rows staggered at 0-2-0 oc. 2) All loads are considered equally applied to all plies, except it 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), UnIeSS otherwise indicated, tlItAt,111111111 1 A,,, 3) Unbalanced floor liveloadshavebeenconsideredforthisdesign. q(, 4) Girder carries fie - in span(s): 12-5-0 from 0-0-0 to 12-11-12 E N - 41 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails, Strongbacks m '. % be attached to walls at their outer ends or restrained by other means. N 53681 7) Hanger(s) or other connection devioe(s) shall be provided Sufficient to support concentrated load(s) 1029 lb down at 6-3-0 on botorn chord. The design/selection of such connection device(s) is the responsibility of others, 8) °This rnanufacEured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building Code," 031"A"FE7 0 F LOAD GASES) Standard 1) Dead + Floor Live ( balanced): Lumber Increase=1,00, Plate Increase, 1 .00 o Uniform Loads (pit) N A Verl: 00, 8-14=-288(F=-278) Concentrated Loads (lb) Vert: 11 =-596(F) k4ktraei S ma'gfd i'1', No'536fil kil k* USA lnr; L C(,W, 66M 6k4041 Parke Last Blvd. Tampa FL 33,610 odti;: May 18,2016 A) k WARNING, Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ifff-7473rev. 101=015&EFOREUSE D,,,jijn v(illd foi ose only,,Oth jhbd,.si4ji, m only Ili ^I, I Itojlwl(,I, ";1lown, "In(I K V's 'X) ilt,livid,fol t,ufldftrj 1-t o tintstintssYM,mI, NAol" th, tAAOVo,io*ltyl twlM V'Jify r-11 40, it 411Y ,I . f-iqt, pt-1 hilly i1v thi, 4lgj, jr+, tho "wl'ill Nil Wek' 11woYst""Jilitod t"I MoHlryand topw4'aIlf cI. Iklf,va wift) 4o 1x1onol r-Ijjtycoax dpv't`'.lY tonog o. rotli,>ft,n, stew u,;e, lwyAlItj "I hlmws, In'l limQuality Criteria, D$B-89 and SCSI Building Component 6904 Parke Far;I Blvd. Solely intormallork owillot,l(; from lnu-4 Milo ltyljhllc. 218 Ni-e Sih-4 Wl,x 312, Wv)ndfro, Tar pi FL 33610 T60026 2-2-4 FLOOR Pa Plant City. Florida 3'.1.506 5-7-12 8-37 3-5-8 2-7-11 2x4 2X4 3X6 Pq 7640sApr I92016M0ekIndustries. Inc lue ID:8Is7p2vjc(., a4IB9DL55wDPz POS-?ZM9WojLZTYBam92tXEg 10.11- 2 13-6-13 16.2-6 2-7- 11 2-7-11 2-7-11 3X8 - 3X6 -- 3X4 - 3-5- 8 2-2-4 T8648690 016 Page I 39YXS')TzFYPN Scale = 1 38 0 2x4 2x4 502 - 8 9 10 2x4 7x10 - 3X6 - 3X4 - 40 0 MT20FIS - 3x4 -- 3x4 - 8XI0 -- 46 2x4 This truss is NOT symmetric. Proper orientation is essential. 2-2- 4 5-7-12 8-37 10-11-2 13-6 13 16-2-8 19-8-0 21 104 2-2- 4 35-8 2-7-11 2-7,1 i---- 2 7-1 T- 22-4 Plate Offsets ( X,'b-- LOADING (psf) SPACING- 2-0-0 CSL DEFL- in (100) Udell Ud PLATES GRIP TOLL 40. 0 Plate Grip DOL 1,00 TG 0.61 Verl(LI-) 0,47 14-15 >546 360 MT20 244/190 TGDL 10. 0 Lumber DOL 1.00 BC 0,82 Verl(TL) 0.74 14-15 >350 240 MT2011S 1871143 BOLL 0, 0 Rep Stress Incr NO WB 0.98 Horz(TI-) 0,06 11 n/a n1a BCDL 5. 0 Code FBC,2014/TP12007 Matrix) Weight: 233 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 *Except* 6-10: 2x4 SP M 31 BOOT CHORD 2X13 SP M 26 WEBS 2x4 SP No,3 'Except* 1 19, 10-12: 2x4 SP No. 1 REACTIONS. (Ib/ size) 20=1766/0-7-4,11=4601/0-4-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-2 cc pudins, except and verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 cc, bracing, Except: 6-0- 0 cc bracing: 19-20, FORCES. (lb) - Max. Comp,/Max, Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-2654/0,1-2=-4371/0,2-3=-4371/0, 3-4=-4371/0,4-5=-8272/0, 5-6--10597/0, 6-7=- 10597/0, 7-8=-8810/0, 8-9=-8810/0,9-10=-8810/0, 10-11 =-5416/0 BOT CHORD 18-19=0/ 4371, 17-18=0/8272, 16-17=0/9523, 15-16=019523, 14-15=0/9523, 14-21=0/1 0597,13-21 =0/ 1 0597, 13 22=0/8810, 12-22=0/881 0 WEBS 2-19=-748/0,9-12=-76010, 4-17= 0/1488, 7-14=0/404, 1-19=0/5218, 10-12=0/10324, 4-18=-4372/0,5-l7=-140610, 7-13=-2018/0, 5-14=0/'1212 NOTES- (9) 1)2-plybuss tobeconnected together with 10d (0,131" xX) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oG, 1111t Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0oc. Webs connected as follows: 2X4 - 1 tow at 0-9-0 oc. Except member 12-9 2x4 - 2 rows staggered at 0-2-0 oc. I face Ply 2) All loads are considered equally applied to all plies, except if riotedasfront (F) or back (B) in the LOAD CASE(S) section, to Ply X I= IN S, connections have been provided to distribute only loads rioted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. No 5 4) All plates are MT20 plates unless otherwise indicated. 1681 5) The Fabrication Toleranceatjoint6 = 20%, joint 16 = 201- 6) "Serif -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 7) Recommend 2X6 stiongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0. 131 " X 3") Falls. Stiongbacks l(r- be attached to walls at their outer ends or restrained by other means. STAT E 0 F S 8) Hanger(s) or other connection devices) shall be provided sufficient to supportconcentrated load(s) 2309 In down at 19-8-0 on bottom c) chord. The clesigrdsolection Of such connection devices) is the responsibility of others, 9) "This is designed individual building The Suitability and use Of this component for any 0 rA, 'N ManklfaGtUred product as an component. building is the responsibility of the building designer per ANSI TPI 1 as roelonGod by the building code." particular 0 N A LOAD CASE(S) Standard 111111lit'i" 1) Dead + Floor Live (balanced): I-LIPIret InCreaSe= L00, Plate InCleaso-11 .00 Michaf. if S, Ylagw PF Ngi,53681 Uniform Loads (plf) cafe* USA, lncR, 'ert t,,634 Vert: 1-10=-100, 20- 21=-10, 21-22=-450(`=-440),11-22=-10 6904 flatke fast 31MJ, Tampa R. 33610 Date: May 18,2016 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERA NOE PAGE Ulf, 74 73 rev. f0103120 I S SEFORE USE I )00S it l V, 1W I (')I itso only Mt if* ;,nu l, =,+ -,r,, 11 it, doa111 ic Iva'- I <'I'l Y, it , ,, I lV 11 l 1, , S q 1,Wl 4, , 11 ) I is n it < X , it v JK+ 11 I< 1l I KA, Ill lt) , '< 'I l 4 1 " of f vA 011,mwsi,^m I3or,,I(, kv-, th,, (Ankfing d,t*Jllof ntml V,mfy then of 4A-A Cly "I ltvi f"-f-fry In, oq.l(ilo IhK , j,'Lill lnl, It,,, ov,rI ill Nil I No, Ang Ito I i lo ot ix lvki, 11 ttliss W"t, < ind/ol chore In lemt I )t 4Y. /VP tlkw it r(mll F Ify swat nI,m 1)1 q)l t 1 Y-tf,i M R ts,llwoyswquod fol slobiltly,)wl to r "qklpv°"LhI-,It 4,1,1solvA injury olvA jqot,;Iy4 1"( I 1,o s,rjldlq e k' Ih" Ind it, I's syq ms. s< ,=ANSI/TPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd Safety Information ovollcil4e ftom purr, lmtlRjle. 21ir N1-Sire of klkie 311 Auvx,cffkj, VA 2?31 A Tampa, FL 33610 T8648690 T60026 RF02 FLOOR ...._ _... k... 2 Job Reference (optional) Builders FastSowce Tampa Plant Cay Fa"da 83566 7 640 s Apr 19 2016 MiTek Industries Inc -Tun May 17 16 59 18 2016 t D: BIs7p2vjcca4j B9DL55wDPz_ PQS-4ZM9 W ojLZT YBam92tXEgYN PgRgrLQ T ES9Y LOAD CASE(S) Standard Concentrated Load$ (Ib) Vert: 12--2309fl WARNING Verify design parameters and REAP? NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIf-7473 rev. 10f0"015 BEFORE USE to Sign-rclikf t 1 lw, "illy wthW91, Mih k ivx,+:a s t#its ftasitnr h tx7sti<i orilY ut t+rr t xr err •rkat, h e, n, m=.! I', t=,i .xa kt.#hA Ar, tt tx tN SGx7 < <<rr l n trt n a a urns sYsle m fit 9 ue rnr firtr t>ttil fii} Frsit7rv,i nutsl rrarff} tht rt>fi at i4lh<<,f <:h.u(ttt {aorrl nr kas ar cS f"tr4V in•: rt,y rit* Ihrt fr=sitirr hat !h ».,er<dl p taxi fii Ka <k staarr fi#ru:H ta Its iM c,te<f t. R• rYeve:nl t+x:kliraa R tra 3RttrStr al ir.aas he3k xxft< :h<u t Fnc mtxars xriy. ft Fr 9Horro zl kzm{ a=tt ry catxi t.'t'tEu anent t v<x it::# Mire t zi;4aY`ix {rxtir'i3 f m 4t rt dpty xrrf Iat r<t t dl.rK ue=n`tBt (x a F dc,i <nzt injtnt zrmi f."rof xxiY i arra<z xt fta 43et wtta(r3tit<Ka t e rsp;vcrr,t the t. a! ek taikx st. r :#er. clErtkocry st,t if<xt u,.f f>r N It t(} o[ Itt tc s lrr.i Quality Criterta, DS9•84 and SCSI Building Component L. 6904 Rake Fast Blvd. Safety tnformatioatcavNlrit,ka tuns 11,Aa tml1Ik7ie. 21faN (vt>;ir<>tt SrtNra3i? A3ox(u"d,a. VA 2a:t}q. Tampa.Ft, 33610 T8646691 T80026 v() I valley Builders Tarnfli Plaw City Florida 33566 2-54 254 24-6 7.640 s Apr 19 2016 MiTek industries, Inc fue May 17 16 5419 2016 Page I ID: 6Is7p2vIcca4j89DL55wDPz POS-ImwYk8kzKri)g2CwkEFEiv4bx6e4Lz99rbOCil'?XwzFYPM 400 12 Scale = 1,69 2)- 0,131"x3,6" toenails LOADING ( psf) SPACING- 2-0.0 CS1, DEFL, in (to(,,) i/deti Ud PLATES GRIP TGLt 20,0 Plato Grip DOL 1,25 TO 0,14 Verl(LL) -0,00 1 >999 240 MT20 2441190 TC DE 7,0 Lumber DOL 1.25 BC 016 Veh(TL) 0,01 1-3 >999 180 BGLL 0,0 Rep Stress Incr YES WB O00 Horz(TL) .0,00 3 n/a o/a BCDL 10,0 Code FBC2014/TP12007 (Matrix) Weight: 6 1b F_r = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 2-5-4 oc putlins. BOT ( JiORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oo; bracing. M_, Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 3=72/0-3-8,4=45/1-0-0 Max Fiorz 4=30(1_G 8) Nlax UpIlft3=-44(LG 8), 4=- 1 O(LG 8) FORCES. ( 1b) - Max, (Ionip./Max, Ten, - All forces 250 (1b) or less except when shown. NOTES- ( 6) 1) Wind: ASCE 7-10 , Vult=1 39mph (3-second gust) Vasd= 108mph; TCDL=4,2pst ' BCDL=6,Opsf; h=25h, Gat. ll; Exp Et, End.,Gcpl.O. 18: MWFRS ( envelope) gable end zone and C-C Extenor(2) zone, cantilever left and tight exposed C-C for members and forces & MWFRS tot reactions shown. Lumber DOL=1.60 plate grip DOL-L60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other Live loads. 3) ' This truss has been designed for a live load at 20.Opst on the bollorti chord in ap areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb Uplift at joint 3and 10 In uplift at joint 4, Semi 5) -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 6) " This manufactured product is designed as an individual building component. The suitability and use of this component for any A -q particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code." U E N 0, No 53681 ir Z F' 31-ATCE', 14114filt0l", michaerl S Wn4Ri PF N"n"'o,3681M110 Ul,RA, lncit, CIc', 034 6904 flarko ErM Blvd Tanipa F1, 33610 Dide: May 18, 2016 WARNING Verity design Parameters and READ NOTES ON THIS AND iNCLVOE0 MITEK REFERANCE PAOE011-7473 rev. 10/0.W015 BEFORE USE, r.,llr I I, r kNr .roy with Hit, I, t,m—i il; -n Shown. <Nvj I, ('A ri Wivi,luoi t,trq, rio'l , , ll A tFkmy,kql" N+I-lw, t'91,11riq mml —irly fl-, 111,11, AJlily (4 n,n,,111 I I ivr ily ril, HIK - ie,*y, InV, tlx t rrlr lit aio, If ii-01,,;, it, d k k, 0t I I(; kldlt1 11 thOlvidly )I Irk pis \V,q -A I Ili, 'f 'Jlori ti-if it ,I, "I iiy. A, I'm, I k 'I'll y r)( I' I I -"k I rn(t I It I, l,' it,< I M iTe k' V, I I,) I,nwel 1, ((,1 01HIlly' ll"I t(' With I qor a'Ify <Piiwkr' I )I q(ql,vA quoriti, e wIf ll'ting the 6404 Parke EasI 6rd I husY,,% ot, I Inv% tV%knm, a,ANSI/Tlill Quality Criteria, DSB-$9 and BCSI Building Component Ta,,Va FL Safety Information civ,iikri*- ir,m himf+l4e Imnror,t, ?16 N h-Mi,M 33610 T60026 valley M= LOADING (psi) TCLL 200 TCDL 70 BCLL 00 BCDL 100 LUMBER - TOP CHORD 2)(4 SP No,2 BOT CHORD 2X4 SP No-3 WEBS 20 SP No-3 4-4-13 7.640 s Apt 19 2 ID:BIs7p2v)cca4jf39DL55wDPz POS- 2x4 2x4 12 4-4-13 44- —1 SPACING- 2-0-0 CSI, DEFL. in (10c) r/deff Ud Plate Grip DOL 1,25 TG 0,15 Vert(-L) 0,00 3 n/t 120 Lumber DOL 1,25 BC 0,20 Ved(TI-) 0,00 3 ;)/f 90 Rep Stress Inca YES WB 0,06 H(,)rz(.TL) 0,00 n/a n/a Code FBC2014fTP12007 Matrix) REACTIONS. (Ith/size) 1 117/5-4-0,5=216/5-4-0 Max Herz 1 =65(LC 8) Max Upliftl =-25(LC, 8), 5=-76(I-C, 8) FORCES. (lb) - Max, Comp./Max. Teri. - All forces 250 (11)) or less except when shown 5-5-4 1-0-7 XwzFYPM Scale = 1 12 2 PLATES GRIP MT20 244/190 Weight: 16 It, FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purfins. BOI CHORD Rigid ceiling directly applied or 10-0-0 no bracing. MiTw—reco—mmeri-ds that —Stabilizers and required tioss bracing be installed during truss erection, in accordan(;G, wlth Stabilize,, Installation guide. NOTES- (7; 1) Wind: ASCE 7-10; Vult--139rnph (3-second gust) Vasd=108mph, TCIDL:4.2pst, BGDL=6,0psf: h,-25ftl Gat. 11: Exp B; Encl_ GCpI=0,181 MWFRS (envelope) gable end zone and C-C Exterior(?) zone; cantilever left and tight exposed;C-C tot members and forces & MWFRS for reactions shown, Lumber DOL=1 .60 plate grip DOL=1 .60 2) This truss has been designed tot a 10,0 pst bottom chord live load nonconcurrent will, any other live leads. 3) ' This truss has been designed for if live load of 20.0psf on fit,-, 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) Provide mechanical connection (by others) of buss to hearing plate, capable of withstanding 25 lb uplift at }Dint 1 and 76 lb uplift at joint 5. 1v 'r 6) "Serni-rigid pitchbfealks with fixed heels" Member end fixity model was used in the analysis arid design of this truss. F N7) "This manufactured product is designed as an individual building component. The suitability and use of this component to,, any C, particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code," No 53681 A T C.F F Mile* Ulwl, Inc- F[, Ge t 6634 6<104, flnko Last Oivd, Tampa FL 336,10 Date: A k WARNING, Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev, 1"312015 &EFORE USE. I X*M Jtl "'Olk; 1r tfso orlo, v0111 HIPS I, IOrrd nly,q -n r 9,own, ond r, f"I , M1 rhvfdu, It 1 0IdlnI A,q Ix of'vA m Nil' ohkwsyst, ivoid,r- mt,f—niv Wek' for wilt, I I-( ri"goirlin'l th'r for xr, III, 4,, Owj K" d0tv(,ry, and IxrrJrlq of hurw, . it vi Inm wstl>(Ils. ,'ANSI/TPII Quality Criteria, DSR-0 and SCSI Building Component i 6904 Parke Last Blvd Safety Information ov(tilol4o fi(,m liras ilol(r lnrihki, 4118 N i-) Slwol 317, Noxotxido, VA 2Y311 Tanpa FL 33610 i dt Symbols PLATE LOCATION AND ORIENTATION li 4 1 3/k' Center plate on JointUnless x, y affsets are indicated Dimensions are in ft-in-sixTeenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0- from outside edge of truss, This symbol indicates the required direction of siots in connector picites software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 widthn measured berpendou or to slots. Second dimension's the length parallel to slots, LATERAL BRACING LOCATION ir,,d1kcated by symbol shown and/or by text In the bracing section of the output, Use Tor'bracing if indicated BEARING indicates location where bearings supports} occur, lccnS vary but reaction section indicates icint number where bearings occur, QE Min size shown is for crushing oniy. Industry Standards: ANSl/TPJ1: National Design Specification for Metal Plate connectedWood Truss Construcfiori DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, risfcjlling & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 01 f rn e C' S 10, F) S Shown in ft - r- - s x Ir e e ri t h s Qr'awir,'gs not to S'caje) 2 T 0 P C H(-D, R D S 8 7 6 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS, PRODUCT CODE APPROVALS CC -ES Reports. r-SR- 131 ESR- 1352, PSR i 988 ER-3907, ES2-2362, 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, i i 2012 M:1Tek,'PD' All Rights Reserved MiTek"' MiTek Engineering Reference Sheet: M11-7473 rev, 10/03/2915 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1 Additional stability bracing for truss system, e 9, diagoral o(X-1cfoc_rng, fsahjoysrequ,red See BCSr 2 Truss bracing rnijSt t>&0'-_Signed t)yrsn engirreer. Por Wide truss Spacing, Indmouai lateral braces therniseives may rea ' uire bracing, or alternative 'Or 1 bracong should be considered. 4 Never exceed the design ioodhg Sho,,vn OrK' r ver stack materials on inadecruateiy braced ""joies, 4 Provide copies of -,is 'piss design to the building designer' erection suWvisor, property Owner and all other interested portieS. cut mernb'_-rs to tl'-_ar tightly against eaac- other 61 Place plates on each face of truss of each joint and embed fully Knots and wane at Join' IoCction:s are regulated by ANSI/TPi 1 7 Design assurnes frusaes will be suitoloy protected from I he envnDrfrent in accord aAfh ANSi/TPf P Unless oftierwise noted, moisture content of lumber st)011 not exceed " v' Of time of fabrication. Y Unless expressfy noTedl, tnis design is r1of appricctle for ise wit"" fire rer"larccipreservatrvetreated. 'of green, lumber. 10, Cambers a non-structu!al pnsiderati^rl Cnd is the resportsibi! rtyof truss fabr'Cotor. General practice is to camber , or dead Toad 11 Plate type, size, oner"fartioncind 1-crcatror, dimensions ndicat, ld are mini r)um pratlingrequireryier-its, 12 Lumber used shall be of Species and size, and in oil respects, equal to of better tt"or) frict speciflea 13 Top chords must be Or purrns provided at spacing indicated on ciesign, 14 Scf1rom, bracing requirelaTefciacrngat 110 ff, spacing, of less, if no Ceiling iS !:stalked, uniess otl,erwise noted_ i,-, connections not shown are the responsibility of others, 16, Do not cut or alter tFuss member or plate wilnout prior app vat 31 ori erigneer. 17 instor anti 1cad vent tally unless ridicated otrierwise IF- Use of green or irrecifeal lurrit>-'r may pose-iniacceptoole environmental, hecithor peitcK.Mance risks. Consult with project engineer tefoireule, 19 review 041 Portions of this design (fron't t'Cck' words and pictlures) before use Reviewing pict'jresalone is not suff 20 Design assurries rnanufocturen accordance witir'. A, 1-461/7PI I Qudit,, Criteria, GEARING HEIGHT 56HEDULE m9'-t4' 2m 3/14 20' DEEP FLOOR TRUSSES 2 2L4' OC FIELD ADJUST SPACING FOR PLMING AND H/C CHASES Hanger List H1 HTU26 H2 THA422 NOTES: 1.) REFER TO HID 91 (REf.OAM£NDATION5 FOR HANPL NiG INSTALLATION AND TEMPORARY BRACM )'.. REFER TO ENGINEERED DRAWING', FOR PERMANENT BRACING REQUIRED. 2.) ALL TRU55E511W110WG TRLr5E5 UNDER VALLEY FRAMM) MU,T DE COMPLETELY DECKED OR REFER TO DETAIL Y105 FOR ALTERNATE DRACING REQUiREMENT5 i) ALL VALLEY5 ARE TO DE (,ONYFNTVONALLY FRAMED DY DUILDER. 4.) ALL TRU55E5 ARE DE5MED FOR 7 o.t. '.. MAXIMUM 5PAC246, UNLE55 OTHEM5E NOTED. 5.) ALL WALL5 5HOWN ON PLACEMENT PLAN ARE UR95£DEREO TO DE LOAD DEAM bML1,5 07tEgW15E NOTED. 6.) 5Y42 TRU55E5 MUST DE IN5TALLED WITH THE TOP 15HN6 UP. '.. 7.) ALL ROOF TRU55 HAN6ER5 TO DE 5iMP50N HTt726 tie-E55 OTHERW15E NOTED. ALL FLOOR TRJ55 HANGERS TO DE 5 MP50N THA422 UN-E55 OTHERWISE NOTED. 6.) DEAM/HEAD£RILINTEL (HOR) TO DE flog NiSHED DY BUILDER. 5HOP DRAWING APPROVAL TH6 LAYOUT 15 THE 5aE 50L12CE FOR iAMCATiON Of ti 1'"iE5 MO VOIDS Ali PREVi0D5 AIECATELPIRAL OR OTHER TRI,6' LAYOUTS RIM* APD APPROVAL Of P" LAYOUT *61 DE REUNED DEFORE ANT TRU%E5 WILL DE MT. VERIFY ALL TZ146 TO ff tK AGAF15T 0*46t5 THAT WGl RfSLLT N EXTRA C.HMRGE5 TO YOJ. 14-W 04.a1 Oak —_---- — oam uilders61B stSource Orlando PHONE. 407-65i-2100 FAX 407-4351-7111 Plant City PHONE- 815-759-5951 FAX 815-752-15' 2 Taylor Morrison Daphene Ill A Permit # City of Sanford Building and Fire Prevention Product Approval Specification Form 6 2 6 Project Location Address 404 Treasure Lane 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. florida building. oEg. 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 Swinging Ext. Door (front door) FL15225-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.09 Sectional Amarr Garage Doors Ext. Door (Garage SF) FL5302.10-R6 Roll Up Sectional Automatic Other 2.Windows Sin le Hung MI Windows Block Single Hung FL17676,02,09 Horizontal Slider Casement Double Hung Fixed Awning MI Windows 81x63 Frame Fixed Glass FL 18 644. 0 1 Pass ThTy_h Projected Mullions Wind Breaker Dual Action Other MI Windows id Frame2302ser, Vertical Mullion — Block aiIL18504,6-R2 June 2014 I i Category 1 Subcategory Manufacturer Product Florida Approval # j Description including decimal) 3. Panel Walls Siding Soffits Aluminum, Inc._ Soffits FL12019-R5Alpha Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite __ Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL_1_6305-114 Underla ments InterWrap, Inc. Underlayments —_ FL15216-R2— Roofing Fasteners I, Nonstructural Metal Room i Wood Shakes and j Shin les j Roofinq tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof S stems Roofingslate Cements/ Adhesives / Coating Liquid Applied Roofing S strems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels_ Roof Vents Weather Vent Roof Vent Miami Dade Approved Other June 2014 2 a Category / Subcategory Manufacturer Product Florida Approval # Description (include decimal) 5.Shutters Accordion Bahama Colonial Roll Equipment Other Sk H , ghtsy Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries russ Plates FL2197-R5 Engineered Lumber Railing_ Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products VAC Tie Down BIVIP International HVAC Tie Down FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 2014 TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS W 21' 31' 53' WINDOW CALL-DJ7S 26. V 911 V73194i 726P 32 94 M 933, 9 13 W V7335W 715P 33 N 5H ?A SH E NA 54459W34 5$0 V2 35 511 6W 35 S4 GC, Alm TMFACRag R V, % V2 36 $14 2b 54 36 %q VFRFT MA5DM CI-9065 FOCR ALL t"TC04, WE5 AID MIALI.ATM MYYAR' MR AO $FECW_ATM To K0_N LA16 MR STTLF OF 00W LteW GLASS- MMIE W&$P. CA58'FJ- C6;, OR Ff>e) FG) 4 s__* f I t lz ALL mwoc, f_,CA. w 9 60Z 1 14 F - c Q to 0 wl 00al - f0`1 a WEL Wft A IT, All. A' a 41i zv LAM f 2)z z is 4-1- 06) 10 AlFf W AT V.V' BUFST To'-! 0'xV_9_ 9 -, Elm ct-- TAT 10.7 FAMILY ROOM iiE WR f mx- 9 f— YGL 2-11x'Y#T yuayi DAVIS BEWS Df41GN GROW A IK a *savfleAL KiiCNEN walm 4 M1 AKE afi RALM u 54' 11= 14. E4W Ph cta P. owl X, r M, OATH r,\ uj 4. te r 14 7VEL V.v 2" A" DINING A 4 SI UnL n' RAP, lv. AT6_v YALW Im IaJ-AFI 4vm 1 tua A: F 41 AH, RCAIVVkf, $ 04 POH CAAlTilP6ma 9,-4, PL SEE PETAL 04 0 L w xt efl aim" g I v") ACPA3 WnMA4 RAf. A 9M *AAR J Tr ATIVA'ATI. Alf-VAH. GARAGE AA A i4NMNRaA2 4 TFATX ACa* 9'-4'KI. HT, 0 HATCHING, LEGS14D Aw CA "- At P" MAN FLOOR 1453 5F UFIFIER FLOOR 1141 5F 260V IOTAL LfVIW, 2600 5F. GARAGE 47 5F. LANA! 400 SF, FORGH 144 SF. TOIAL. SQ. FT. 162151--, MAIN FLOOR PLAN NOTES GARAGE RIGHT 12A1 11 TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 24, W 'e. WJN09WCAIJ_0JT.5 406 F6 ELIIZ 14' WOF& 1012 FLz 3020ff, 4ME5 3 C) 3V ZV 5;,4 7030 5H i VV!4 *30 `JP z 4FI 240,544 M,44 W40 6H 4040 W vw 5N wo 54 "w no so a 0 CL. VERJ:T R044 offNWA fOR ALL wwa, V) 0= 67F6 VD t6l AL L AWN KAY VAlZf rf R tAlffACWR 0r AD !'ECJFICAT M, RUIR TO FLOCR P.ANS FOR Sly'a a WM ff,; PERTERfup, ffmi% 204 aMOPENM SEW,$ 14,0-_W a M L4M 15 j"SiD rMDiLti SI WfS AW FXWO (4WE CR WACE MOA H tGX$7 PW a T, f WAR MN W, CF P4 OM 5" 1. EE A Q111 IS 74 b"S AWA "I alRoaE ECjMCF WV0,5 %tU 4, ffJM OWO VAi ALLOV?*UcF A4 ama A* lCiAiE0 GM 24 -Of$ a m IMW1fICCR MRFWA - $19 fVM rVA)WJ 4m fAt Fwdm Dtykts mv am f.AcS w Im"WIX, 5aA5mfwvFERmC&, vii W301 X, AVIS BEWS DESIGN GVOV? Ma t") 2600 DJiF UPPER FLOOR PLAN NOTES vii " : 'r.r GARAGE RIGHT Florida Building Code Online Page I of 3 aClIsHome Login UWRegi-Watior, HotTOPKS i SobrnItSUIChame I SMS&I'WS 1 PUIAWIMS FWStaff I 5CISSR® Map Unks Search Busnes ro Product Approval less, naP'ProductPublic User egulat icl'! I -L" ' AP "Catt"" FL # FL15225- R3 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer 1herma-Tru Corporation Address/Phone/ Email 118 Industrial Drive Edgerton, OH 43517 419) 298- 1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/ Email Quality Assurance Representative Address/Phone/ Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management institute Validated By Ryan I King, P.E. q Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) ItAndatill Year 101/I. S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 06/13/2015 Date Validated 06/28/2015 https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3yVVKJZ 1 Q... 7/20/2015 Florida Building Code Online Page 2 of 3 Date Pending FBC Approval Date Approved 07/05/2015 ummary of Products FL # Model, Number or Name Description IS225.1 a. "Classic -Craft" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ* Yes Quality Assurance Contract Expiration Date Impact Resistant: No IZ/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225,1-68 (6'8 Door Products), INST Q .Id Z5,J,_t_ R - 4Wf 15225. 1-80 (8'0 Door Products) and INST 15225-68M (6'8 fU_W5_K_3_J[LftiL15?ZJ AQAf Door Products Direct to Masonry) for installation fl-1,52"Z5 U it , 105ij 52,?,5_AWj&( instructions. ( Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F, Schmidt, P.E. 43409 04) Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15225, 2 b. "Construction Series" and 6/8 Opaque Steel Door with and Without Sidelttes. Inswing Benchmark by Therm&Tru" and Outswing Limits of Use Certification Agency Certificate Approved for use In "VHZ*. No Approved for use outside HVHZ, Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure. N/A Installation Instructions Other: See INST 15225,2-68 (6'8 Door Products) and INST 15225- 68M (68 Door Products Direct to Masonry) for installation instructions. (Note - Glazing Shall comply with Verified By: Lyndon F. Schmidt, P.E. 43409 ASTM E1300-04) Created by Independent Third Party: Yes Evaluation Reports F( 102,25 A3__Ak ELMZ_ 5_K3_K fYAU.15U Of Created by Independent Third Party: Yes 15225. 3 c. Fiber Classic and 'Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use In HVHZ-. No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant; No 12/31/2021 Design Pressure., N/A Installation Instructions Other: See INST 15225.3-68 (68 Door Products), INST 15225. 3 80 (8-0 Door Products) and INST 15225-68M (45'8 Door Products Direct to Masonry) for installation FL15MLAX-11 IN-511,5225"_,05, "I of instructions. Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P,E. 43409 04, ( This product approval requires the use of "Y part Created by Independent Third Party: Yes number doors and sidelites, which have been stained or Evaluation Reports painted within 6 months of installation - Excludes Opaque Benchmark Door Panels.) N( A5,2Z5_ Created by Independent Third Party: Yes 15225A d. "Premium Series" and 6/8 and 8/0 Opaque and Glazed Steel Door with and without Benchmark by Therma-Tru" Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Na Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/3112021 Design Pressure. N/A Installation Instructions Other: See INST 15225. 4-68 (68 Door Products), INST ELI 5"? I5R?_5'A_W0.P0f 15225.4-80 (8' 0 Door Products) and INST 15225-68M (6'8 F ( I 5,ZZ5_ J-P, aJ LJ NV_ 15,.Z & A B!U_01 Door Products Direct to Masonry) for installation instructions, (Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P,E. 43409 04) Created by Independent Third Party: Yes Evaluation Reports AF-9MLAU5 50,"l Created by Independent Third Party: Yes 15225,5 e. Smooth Star and Benchmark6/8 by Therma-Tru" and 8/0 Opaque and Glazed Fiberglass Door with and and jwTh.ut Sidelites. InswingandOutswing https://www.floridabuilding.org/ pr/pr_app_dtl.aspx?parain=wGEVXQwtDqv3yVVKJZI Q... 7/20/2015 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A other; See INST 15225.5-68 (6'8 Door Products), INST 15225.5-80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for installation instructions. Note - Glazing Shall comply with ASTM E1300- 04, (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation - Excludes Opaque Benchmark Door Panels,) 15225.6 f. "Premium Series", "Construction Series" and "Benchmark by Therma-Tru,, with Transoms Limits of Use Approved for use in HVHZ*. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure, N/A other: See INsT 15225.6-68 (6'8 Door Products) and 15225,6-80 (810 Door Products) for installation instructions. Note - Glazing Shall comply with ASTM E1300-04) Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions R3, ELIR,45_ P13, JI Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. With and without Sidelites. Inswing and Outswing Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes am= ontect us :: . .... dAhAi 4 The State Of Florida 15 an AAIEEO employer, er vdcy Statement $LateMtat,eland Sta[emeM Under Florida low, email addresses are public records It you do not want your e-mail address released in response to a publIC-records request, do not send electronic mail to this entity. Instead, contact the Office by phone or by traditional mail, If you have any questions, please contact $50 487.1395, -Pursuant to Section 455,2750), 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 ernalt 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 putibc. To determine it you are a licensee i,incler Chapter 455, F.S., please click bqrg Procluct Approval Accepts; wi 41 FR Im sccuritv— - : https://www.floridabuilding.org/pr/pr—app_dtl.aspx?param=wGEVXQwtDqv3yVVKJZI Q... 7/20/2015 NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005327-115 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Glazed Fiberglass Door Inswing/Ontswing w/ and w/o Sidelites Specification: ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product L.istin at wWw.Namicertification,com. NAMI's Certification Pro ram is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact & Outswin Opaque Size Pos/Neg Rated Comments X I/S Opaque 3'0" x 8'0" +47/-47 No NCTL-210-1940-1.2.3.41I"T`F-257F Single X 0IS Opaque 3'0" x 8'0" +47/47 No NCTL-210-1940-1.2.3.4n7F-257F XX I/S Opaque 6'0" x 8'0" 40/40 No NCTL-210-1940-1.2.3.4/TTF-257F Double Standard Aluminum Astragal XX O/S Opaque 6'0" x 8'0" 40/-40 No NCTL-210-1940-1.2.3.4/TTP-257F Double Standard Aluminum Ast al XX I/S Opaque 6'0" x 8'0" 471-47 No NCTL-210-1940-1.2.3.4=F-257F Double I Coastal Aluminum Astragal XX O/S Opaque 6'0" x 8'0" I 47/47 No NCTL-210-1940-1.2.3.4MF-257F Double Coastal Aluminum Astragal OXO/OX/XO I/S Opaque Door 5'4" x 810" 40/40 No ETC-01-741-10593.0/L-2173PTTF-257F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 810" 40/-40 No ETC-0I-741-10593.0/L-2173/T7F-257F Sin le w/Sidelites Glazed Sidelites OXXO I/S Opaque Door 8'41'x 8'0" 40/40 No ETC-0I-741-10593.0/L-2173/TTF-257F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8'4" x 8'0" 40/-40 No ETC-01-741-10593.0/L-21731T7F-257F Double w/Sidelites Glazed Sidelites Standard Aluminum Astra al OXXO I/S Opaque Door 8'4" x 8'0" ti47/47 No ETC-0I-741-10593.0/L-2173=F-257F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal OXXO O/S Opaque Door 8'4" x 8'0" 47/47 No ETC-01-741-10593.0/L-2173=F-257F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astra al National Accreditation & Management Institute, Inc./4794 George Washington Memoria y/Hayes, VA 23072 Tel: (804) 684-5124/Fax: 804) 684-5124 NAMI AUTHORIZED SIGNATURE: Company: Therma-Tru Corporation Certification No.: N1005329-114 108 Mutzkld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listin at Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute ANSI. Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact & Outswin O a ue I Size Pos/Neg Rated Comments X I/S Opaque 1 3'0" x 6'8" +67/-67 No ETC-0I-741-10703.0/L-2097/'17F-253F X 1 O/S 1 Opaque 1 3'0" x 6'8" 1 +67/-67 j No I ETC-0I-741-10703.0/L-2097/TTF-254F XX I/S Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10703,0/L-2097/TTF-253F Double Standard Aluminum Ast al XX O/S Opaque 6'0" x 6'8" 40/-40 No ETC-0I-741-10703.0/L-2097MF-254F Double Standard Aluminum Astra al XX I/S Opaque 6'0" x 6'8" 47/47 No ETC-0 I -741-10703.0/L-2097n7F-253 F Double Coastal Aluminum Astragal XX O/S Opaque 6'0" x 6'8" 47/-47 No ETC-01-741-10703,0/L-20971TTF-254F Double Coastal Aluminum Astragal OXO/OX/XO US Opaque Door 5'4" x 6'8" 40/40 No ETC-01-741-10593.0/1, 2097/TTF-253F Single w/Sidelites Glazed Sidelites OXO/OXXXO O/S Opaque Door 5'4"x 6'8" 40/-40 No ETC-01-741-10593.0/L-2097/TTF-254F Single w/Sidelites Glazed Sidelites OXXO 11S Opaque Door 8'4" x 6'8" 401-40 No ETC-01-741-10593.0/L-209717F-253F Double w/Sidelites Glazed Sidelites Standard Aluminum Astra al OXXO O/S Opaque Door 8'4" x 6'8" 40/40 No ETC-01-741-10593.0/L-20971TTF-254F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO 1/S Opaque Door 8'4" x 6'8" 47/47 No ETC-01-741-10593.0/L-2097/TTF-253F Double wlSidelites Glazed Sidelites I Coastal Aluminum Astragal OXXO O/S Opaque Door 8'4" x 6'8" 47/-47 No ETC-0 I -741-10593.0/L-2097/TTF-254F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal National Accreditation & Management Institute, IncJ4794 George Washington Memoria y/Hayes, VA 23072 NAMI AUTHORIZED Tel: (804) 684-5124/Fax: (804) 684-5122 SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005330-115 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www, amicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute ANS1 . Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact & Outswin Size Pos/N Rated Comments X 1/S Opaque Glazed 3'0" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4/TTF-256F Single X O/S Glazed 3'0" x 6'8" t47/47 No NCTL-210-1940-1.2.3.4ITi'F-255F Single XX I/S Glazed 6'0" x 6'8" 40/40 No NCTL-210-1940-1.2.3.4ITFF-256F Double Standard Aluminum Antra al XX O/S Glazed 6'0" x 6W' 40/40 No NCTL-210-1940-1.2.3.4/17F-255F Double Standard Aluminum Antra al XX 1/S Glazed 6'0" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4=F-256F Double Coastal Aluminum Astragal XX O/S Glazed 6'0" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4n7F-255F Double Coastal Aluminum Astragal OXO/OX/XO I/S Glazed Door 5'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-215IITTF-256F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Glazed Door 5'4" x 6'8" 40/-40 No ETC-01-741-1 1008.0./I,-2151/Tl-F255F Single w/Sidelites Glazed Sidelites OXXO I/S Glazed Door 874"x 6'8" 40/40 No ETC-01-741-II008A/1,-2151lTTF-256F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Glazed Door 8'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-215I/TTF255F Double w/Sidelites Glazed Sidelites Standard Aluminum Antra al OXXO 1/S Glazed Door 8'4" x C8" 47/-47 No ETC-01-741-11008.0/L-215I/7-i'F-256F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astra al OXXO O/S Glazed Door 8'4" x 6'8" 47/47 No ETC-0I-741-11008.0/L-2151/17F255F Double w/Sidelites I Glazed Sidelites Coastal Aluminum Antra al National Accreditation & Management Institute, Inc./4794 George Washington Memoria y/Hayes, VA 23072 Tel: (804) 684-5124/Fax: 804) 684-5122 NAMI AUTHORIZED SIGNATURE: Company: Therma-Tru Corporation Certification No.: N1005331-R5 log Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClamic/Smooth Star Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" is only valid if the NAM] Certification Label has been applied to the product as described within this document, The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listine at wrw,Namicertification. om. NAMI's Certification Program is accredited by The American National Standards Institute ANSI . Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure impact & Outswing otianue I Size PoslNeg Rated Comments X 1/S Opaque 1 3'0"x 6'8" 1 +67/-67 No ETC-0i-741-10702.0/L-2096=F252F X O/S Opaque I 310"x 6'8" 1 +671-67 No ETC-01-741-10702.0/L-2096 F XX 1/S Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10702.0/L-2096n7F25 Double Standard Aluminum Ast l XX O/S Opaque 6'0"x 6'8" 40/40 No ETC-0I-741-10702.0/L-20961TTF251F Double Standard Aluminum Astragal XX US Opaque 6'0" x 6'8" 55/-55 No ETC-0 I -741-11008.0/L-2 15 1 JTTF252F Double Coastal Aluminum Astragal XX O/S Opaque 6'0" x 6'8" 55/-55 No ETC-0I-741-11008.0/L-215111TF251 F Double Coastal Aluminum Astra al OXO/OX/XO I/S Opaque Door 514" x 6'8" 40/40 No ETC-01-741-11008.0/L-215I=F252F i Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 6'8" 40/40 No ETC-0I-741-11008.0/L-215I=F251 F Single w/Sidelites Glazed Sidelites OXXO US Opaque Door 8'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-215 I =F252F Double w/Sidelites Glazed Sidelites Standard Aluminum Astra al OXXO O/S Opaque Door 8'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-2151ITTF251F Double w/Sidelites Glazed Sidelites Standard Aluminum AstLaral OXXO IS Opaque Door 8'4" x 6'8" 551-55 No ETC-01-741-11008.0/L-2151/TTF252F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal OXXO O/S Opaque Door I 8'4" x 6W) 551-55 No ETC-0I-741-11008.0/L-2151=251 F Double w/Sidelites Glazed Sidelites I Coastal Aluminum Astra al National Accreditation & Management Institute, IncJ4794 George Washington Memorta y/Hayes, VA 23072 Tel: (804) 684-5124/Fax: 804) 684-5122 NAMI AUTHORIZED SIGNATURE: A THERMA TRU DOORS I i a INvu*TR 0*_ EovrA , ON 43617 Smooth -Star" and "Benchmark by Therma-Tru" 6V SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W & WIOUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES Genera Notes This product onchoiing drowing has been developed in compliance with the 5th Edi*>n 12014) Rofido aultiling Code JFRC) exciuding the "High Velocity Hurricane 7-W- See the C,erhficobon Agency Certificate for sires, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on detaills. Ar<>W embedment to base material shal be beyond wal dressing stucco, foam, brick and other wall covenngs. 3, Wood screws shag be instaW foWwing installation Instructions of ANSI/AF&PA NDS 2012. AN other tostener types to be instoled fo#oww)g fastener ff-VOCII-Mys Installation instructions. 4. Fastener embedment depths, edge distances and center -center distances shol be as specified by the fastener mawfochoef but in no Instance shoo they be I-% thar shown in this drawing. 5. Where shims are used. they must be a "rigid / sff material that complies with the fe(4*ements of the FSC. 6. Positive and negative design pressure requirements for use with this drawing shop be determined by others for specific Jobs in accordance with the governing code. 7. Site conditions not covered by this drawing are sub)ect to further engideening analysis. TABU OF CONFEMI$ srttti• wConoti I TypiCd designpressures & gewd nWes 2 3 4 7ju&amhogfhg ROM0 cm!q" Frome anch=V & bil of motenals 5 Halkmtd & vwk-cll crass sections A 105,50 MAX, OVERALL FRAME WIDTH 0 DOUBLE W/ SIGELITES Qxxo MAX DESIGN PRESSURE 55.0 -55.0 SINGLE W1 SIDELITES aX0 MAX DESIGN PRESSURE 40.0 40.0 74-ST MAX. S3.00r MAX. 37-V MAX. OVERALL WIDTH 3 OVERALL WIDTH OVERALL WIDTH 1 2 3 G, Y, D, i N L 4 4 003: Li -A L_ SINGLE X DOUBLE Xx SwGLE IvIsicELaE ox MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE 67.0 -67.0 +55.0 -55.0 +40.0 -40.0 locir MM&SEM KW=ff$*MARWSEM)l0 DEADOa1I 49 x A i -5 0 N. T. S. S 4 4 4' 4 44 Ittttr4Ov MULLION MULLION 4 MASONRY-7 T P op[NiNc Y HFAD MASONRY OPENING 4 1 SHOWN FOR lyp REFERENCE 1 —4 1 : MASONRY 4 SHOWN FOR OPENING fzcFERFN('f 11 TYP 18 5 0 11 A JAMBS HEAD HEAD 5 q jAMBS JAMBS 0 1 IL 2)( BUCK J 2X BUCK 2X BJCK-J l 11j L k 10,N H FOR SHOWNREFERENCE I1 6 Or Q aL2. E_QDQ_R 5-[N W -5-Mdu aufl_ AN", -N BUC-K ANCHORIN, BiJQK-ANCHORIN.',', 4- 4 4- 4 4 7 4 7 4 MASONRY 4 M, MULUONSHOWN FOR MULLION r OPENING TYP HEAD Typ, REFERENCE SHOWN FOR JAYSS ; t ASTRk AL HEAD REFERENCE I 1. Z)(bvck S.G. Z aS5. 2X BUCK S,,, 0WN FOR REFERENCE j 2X JAMBS min. 11 BUCK 1. Clete orlchorlocates atthe corners moybeacfpstedtomaintain the ran. ASTRAGAL edge d4lom# to rnorforicints. Z C4ncrefe anchor. locoftns noted os'MAX ON CENTER' ffKnl be adjusted to E a i 1 1 SHOWN FOP REFERENCE metal the rno, edge c1tskme fa mwfarpollt o0dftnal concrete archon 1i may bewtffedtovfm" the 'MO ON CENITr cftenuon are not exceeded. I 1 3. Concreteanchortable; I 19 ANCHOR ANCAuk AIIIIN, CtEARANCE A41ft, CLEARANa HOR TO ro AtASOMRI, AAL4CfWa &ASE0601INT TYPE ED" ANCHORITW W-0- S VA50NPITAPCON ELCO 114" 1- 114, 1. OPENING ULTRACC"4 O 2121112 '2 N T.S. 5225 5 -68 7 5 Ip D' "E" 7F7 INI I ii MULLIONxa SHOWN FOR REFERENCE A W /2X BUCK INSTALLA-ION X Q9)W/ I X RU K INSTALLATIONTYPHEAD & JAMBS 16 76 112Tt C- IN PAIRS JI TYP. Typ 3' ---4 Si_ DETAIL FAS7NVRS. uO I "o OW ALL 50U,l5 10 D OP 1-9 C0.4ECPOVS) SIDELTIE NOTES: 1, The sidebte is direct set into the jamb with 112i #8 x Z'pfh. wood screws. There ore 14j at each verficat jamb, ffoa; the top down at 13.5, 3)'*, 48.5"& 66". There are 12) at the header at 4" tram the outside comers of the frame There are (2) of the sift, 4" from the outside comers. 2. For optional sidevle construction with stapiles, side4ite is direct set into the jamb with 14) '4,4- X 1314" 16 go. staples along each jamb 146"tfom ends and equany spaced thereafter), CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be odkisfed to maintain the min.n edge distance to mortar joints, 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension ore not exceeded. 3. Concrete onchortable: ANCHOR ANCHOR MIN. MIN CLEARANCE MW CLEARANCE TYPE EMSEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR VlW 1/4- 1-114- TAPCON ITW TAFCON 3116* 1-114- 3" Of-,AfL '2 6, Yc' A- W/2X BUCK N- FALLA rl,)N IW/iX SUCK WSTALLAT43N TYP HEAD & JAMBS D" -A' B- 'A' 3LNQ'---LQ2q — TE W/2)( BUC,, ; NSTALL'T'ON 2 W/Ix BUCK 11 IN5rAItATQN 072 W12X BUCK C E)L TA 4 a*rf 21214:2 5 f N T.S C Vs rt F', - 15225,5-68 E- 7 i 4 3_.y 3_ a 7" --$- T- 17I i SEE NOTE 3fl A SHEET 3 Jj -SEE DETAIL 3 ASTRAGA MULUO, SHOWN FOR SHOWN FOP REFERENCE REFERENCE ONLY 6) E' IN 6-; 2 PAIRS r3o > ^ 0; "A' PTT. 3- 4- 6' W/IX BUCK INSTAL W12X BUCK -T SEE DETAILNSTALLATIONql W/2X K LAT N W/1)( Bu KNSTALLATtON JJ, , fYP. HEAD cAn s s AST AL LATI AMBS v S>iowlkl FGR ITYP, HEAD & REFER-- E I JAMSS ONLY t DETAIL SEE k DE7ADETAIL5 z 11 ' A- YID- 1-1-- 'I- 5. awn W/ a-nm*L CORRUWED fTEV 1: (, At SIMU' ll TO DOOR a W12X BUCK 2 NSTALLAT<) N W/ Ix BUCK INSTALLATION W/? X BUCK 'N NS' A!AATK)N Wlix BUCK iNSjrALLAl; 3N 0 — ET,4j ATTACH ASTRAGAL JHPOW B01 B - liATF TO I-PAM;7 AS SHOWN QETA&-", 47 L- 1.1 2121112 N. T.S. By L - 1,5225.5 - 68 per 4 or 5 IX BUCK A I EXTERIOR INTERIOR EXTERIOR HEAD JAMB 2 HEAD JAMS T. Imb-truck To wood frame rnswirg shown Inswing shown 13 2X BUCK INTERIOR INTERIOR 4 fi Ait EXTERIOR 25'MAX. SHM SPACE 1.25, vim. EMB, EMS. TYP. 4'4-"VERMAL SIDEJAMB To 21, %OtKk insw- Q shown EXTERIOR 2X BUCK A 7E "11 INTERIOR EXTERIOR HEAD JAMS TO 2, A'b"ck kw"* v 0"Vn G. 1 5' MN' 015' MAX. SHM SPACE 51 WN. EM& 51 L SIDE JAMS Timod Eame kwwkv shown scn: P4 T. S, ix FL- 7,5225,5-63 INTERIOR EXTERIOR 7.7 L— T VEIMCAL CROSS SECTION b n9 conr ro 4 VERTICAL CROSS SECTION b csmfipxotan EXTERIOR 2 VERTICAL CROSS SECTION b cont+aat On EXTERIOR _ INTERIOR r t* # 1i tfrt* jI i11 Q i y.; 1 . •f r J. INTERIOR EXTERIOR INTERIOR Tol n » u z°R 0 to w T3 2T 12 t ® 3d I3 LTb o z o VERTICAL CROSS SECTION tiv 5 VERTICAL CROSS SEMN Ou c o EXTERIOR INTERIOR i b VERTICAL CROSS BECKON b conl5goo6on sous. N. T.S. exc er: jK ac Bf- Lf5 FL- 7J225.-.-6$ THERMA TRU DOORS I I e 1—w—L Dft_ Eoo[ N. OH 43517 Smooth -Star" and "Benchmark by Therma-Tru" 8V'SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W1 & WIOUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES Gerd Notes a5,5T MAX. OVERALL FRAME WIDTH 3 171 1 Z11 Ilz 1_ zj 4 1. This product onchoring drawing has been developed in complonce with the 5th Ed-tion 2014) Roddo Building Code (FBC) exchjdhg the 'ffgh Veiodty Hurricane Zone'. See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shot be as Isted and spaced as shown on details. Anchor embedment to base material shal be beyond waft dressing, stucco, loom, brick and other woP coverings. 3. Wood screws sixill be instated fokwing installotm insliuctions of ANSUAF&PA NDS 2012. All other fastener types to be installed following fastener manufocivrer's installation Instructions, 4. Fastener embedment depths. edge distances and center -center distances sholl be as specified by the fastener monufocturer but in no Wnlonce s" they be less thon shown in this drawing. S. Where shims are used, tIey must be aligid / stiff" material that complies With the requirements of the F5C. 6. Positive and rvegolive design pressure requaennents for use With this drawing shall be determined by others fix specific jobs in accordance With the governing code, 7 Site conditions not covered by this drowing ore subject to further engineering analysis. TAKE OF CONIBM SHM # DISCAP171001 I Typicd elevations, design primures & qwwd, notes 2 Suck and 3 Frame orichortg 4 Fro `amhmg & bill of inotenoh vertical cross sections 68-WMAX, OVERAU WIDTH J DOUBLE WISIDEUTES OxxO SINGLE w/sIDELIT's OxO MAX "SIGN PRESSURE DESIGN PRESSURE 47.0 -47.0 1 +40.0 -40.0 74M DEADBOtT OVERALL 74-5(r MAX, OVERALL WIDTH 53-OTMAX- OVERALL WIDTH 2 3 5 5 5 w Q t) 0 M JNCU X MAX DESIGN PRESSURE 67.0 -67.0 0 L r C 4, 2127. 12 f__ll_l\1_2 NVI'3 1 4 5 b 9ML N T,S. DOUBLE xx SINGLE W/SIDELITE OX MAX DESIGN PRESSURE MAX DESIGN PRESSURE 47,0 -47.0 +40.0 -40.0 MASONRY OPENING 2X BUCK f 1-- 4- SjD&Cf_DOOR BUCKAqCH1—QR '4 ,1 3 D Q Ii II M UL MASONRY 4 iI SHOWN FOR MASONRY 4 OPENING cc Typ, REFERENCE OPENING p I I I HEADI HEAD T— JAMBS JAMBS 10 06 2x BUCK MULLION SHOWN FOR 2X BUCK I. W ID SIDLDT-S SiN ,W L—w--/;2l BUCK AN d QELN BUCK —AW,-;HQRINQ 4 T IPA lot goo Tv ZO 4 4 MASONRY MULLON SHOWI14 FOR I MULLION OPFVNG TYR, -iEAD i TYP R E F E P E NIC E SHOWN I, op II& 1 REFERENIC--IiJAMBS ASTRAGAL HEADSHOWNFORREFERENCE j Ar JAMBS 2X BUCK it tio-Tg i A I. 2X Nick min, S.G. Z 0 56, ASTRAGAL CONCRETE ANCHQR NO115 2x— BUCK SHOWN FOR 1, concrete anchor locafions at the comets May be ocliusted to maintain the min. REFERENCE edge distance to ff"for taints. 2. Concrete anchor ioco4cm noted as 'MAX ON CfNTFRmvst be oaPsted to muntan the min, edge distance to mate joints, Oddticnol concrete anchors may be required to ensure the "MAX. ON CIENTW dimension am not exceeded. 33 Concrete onc" table: AWWOR ANCHM A4W Mkt, CLEARAma JK ClIANANa a EMSEDIMM 10 MASONRY 10 AWAC&O nw EDGE ANVIPOR aw to 1/ 4"1.1fir TAPCON o 114- 1- 7/ 1 ULTRA:0. dl If B,!) 2K-ANCJ EJ' RY ASOIRY Is OPENING MP, 7 MULLION 14 SHOWN FOR 1; REFERENCE A W/2X SUCK INSTALLAT;CN b 1X BUCKLADW/CK JNSoALTION A 1 F- 7' 3 , 7' 1 F- 7' 3 , 7' I MULLION SHOWN FOR REFERENCE'.ZE z 2X SUCK WSTALLATION IX WKIK IN57ALLAT*N f4m & JAMBSH- )AM ir 31 SEE DETAII SEE 6" tC NOTE , z DETAIL 4 12 i 12 zFE J A- 3INGLL W El T -5 VIEW :["-"E I -J 1zIfvnTF1HAR1"1DAREN0 FAWL4YFs. rTM /JO C AU 111EUT TO 11D(w J-A* co-r-,rots) 1. The sides fe Is direct set into the jamb with 112) #8 x 7'pft). wood screws. There are (4) of each vertical jamb, from the top do" at J 35", 3 1', 48-5" & 66", There are (2) at the header at 4`1rom the outside comers of the frame. There are 12) at the sill, 4"from the outside corners, 2 For optional sidehle construction with staples, s4efte Is direct set into the jamb with (S) X 1314" 16 go. staples okong each jamb (6"trom ends and equaffy spaced thereafter). 3. Latch, deadbolt and hirq locations vary. See Cenlification Agency Certificate and coresponding test reports for specific dimensions and design pressure ratings. CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comets may be adjusted to maintain the min. edge distance to mortorjoints. 2. Concrete anchor locations noted 05 "MAX. ON CENTER" mvsf be adjusted to Osoair) the min, edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER dimension ore not exceeded. N I A' I A 3, Concrete anchor toble: ANCHOR ANCHOR M [JU MIN. CLEARANCE MIN. CLEARANCE A EMS;; NTTOMASONRYTOADJACENTTYPESIZE EDGE ANCHOR A 111IN 114- 4" 7APCON" W 3/ 1 C 1-1/4- 1-1/2" QL - TAI— I TArcoss A— T 80C( INSTALLAT) ON W/1X 12X W 9UCK- SEE JN57ALJ-ATION Typ 'W 5 9 JAMBS SEE DETAOL L1 ' A' Jl 2 1 5: 1 in ffl Dot 2Z2:17; SCILE N, 7,S D.G 61 JK C —WLTS QEA L, P, - 75225-5 S,un, - 3 C_F V 3' 4 7- 7-911 77 SEE DETAIL ",3' ill SEE NOTE 3 ii SHEET 3 MULUON-/ SHOWN FOR REFERENCE ASTRAGAL -AI SHOWN FOR REFERENCE ONLY x 16 W 2)( BUICt ALLA,TtO w/l)( ouc jNSTALLATiO TYR HEAD JAMBS S t- E A' 0 12X evcx SEE DE", MITIITI0N x CLCL SEE I W/"x Kcx/,- iN-,TAt LATONQ9) DETAIL TYP. HEAD & rt o ASTRAGAL us SHOWN FOR REFERENCE ONLY 15 A A DVAP a 5r+owr+ w/ opllo. co TFV IAS'CT EPS, 41T. 030 Cm A TO 0001R JAW CC—CCT"S) JK DETAIL `3" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN, cn Ez NTS — 5 LFS Ft 15225,5-KI 4 0 ix SUCK INTERIOR zm i v< cl, EXTERIOR zZ5 INTERIOR EXTERIOR HEAD JAMB ol (-2 ",HEAD ilME1v —011 JAMS Fo wood free 2X BUCK INTERIOR INTERIOR 4 0 A EXTERIOR 25"M.AX 7 sFw spAcE tisW EMS. EMB, IYP. 4 VERTICAL SIDE JAMS shcwnl , — IWAtgK*h T 2X SUCK - INTERIOR EXTERIOR READ JAMB To 21 k wwing shown 0. 15"VIIN. C-SM SHIM SPACE 1.1 S'MAN. EMS VERTICAL SIDE JAMB To w000 f=rR bnw,r.g #mwn gn o -Za 2dw C. z at: K a FL— 1,522" 5-80 5 - 6 n TI 0 M INTERIOR EXTERIOR EXTERIOR NTERiOR INTERIOR EXTERIOR Z m a a` 12 21 12i3 3a 16 lb o 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS 9C170N 3 VERTICAL CROSS SECTION w a n d eonSratia+ b 0, ti 03 a r S m 3 l s INTERIOR EXTERIOR EXTERIOR - INTERIOR EXTERIOR INTERIOR zo_ id z 4 Zff 13 13 4 VERTICAL CROSS SECTION VERTICAL CROSS SECTION VERiICAt CROSS SECTION a\, SCAU 4 e a oa.xv+c air . fC—'S225.5—St3 n THERMA11RU THERMA TRU DOORS 1 3 8 wau—)— 0-, EoaxR' , D" 4351 ? 61" SINGLE & DOUBLE OPAQUE OR GLAZED DOORS W1 & WIOUT SIDELnFS OUTSWING DIRECT TO MASONRY INSTALLATION General Notes 1. This product anchoring drawing has been developed in compliance with the 5th Edition P014) Ro4do BukkV Code fFBC) excluding the IV Ve;O&Y Hurricane Zone', See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base marterld shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Fastener embedment depths, edge distances and center -center distances shoP be as specified by the fastener manufaclorer but in no instance shots they be Less than shown in Mks drawing. 4. Where shims are used. they must be a ligid f stiff material that complies with the requirements of the FBC. 5, Positive and negative design pressure requirements for use with this crowing shall be detem-ked by otters for specific jobs in accordance with the governing code. 6. Site conditions not covered by this one subject 10 further engineering OnOty7siS, TAKE OF CONFIENIS SHFET# DESCRIFOON I 2 Typical design premires & oarwai notes Hoftpft cross sel- ftxxor" 3 4 S— enchowQ & bFJ of 1X,ST MAX OVERALL FRAME WIDTH A K-11 b l 0 ooww/softmom MAX DESIGN PRESSURE 55.0 -55.0 68,w MAk OVERALL WIDTH 2,Y z W. 371wMAX. OVERAtt 74-WMA)(. MOTH OVERALL WIDTH 1V J2 ffi E 2 2ow2 wax Domf xx MAX DESIGN PRESSURE MAX DESIGN PRESSURE 55.0 -55.0 +55.0 -55.0 S.C*ty*u +65.0 -65.0 sw1awiscamoxo MAX DESIGN PRESSURE 55.0 -55.0 537 MAX. OVERAU WIDTH SROGU W/smaa ox MAX DESIGN PRESSURE 55.0 -55.0 LOCK MAkDWA*f WG & SEWS XW1KFU$*MAVJUSftfE5JATCM KAZ N,T.S. z Dw, BY, JK DIK, ay: LFS F-L-15225-68M 0*)7- 1 OF 5 0 12 HORIZONTAL CROSS SECTIONA'Rl OnALI 7/7 INTERIOR EXTERIOR tsRIZOWIA ligC, O$1 SECTIO N 2OZOn j16 jamb INTERIOR EXTERIOR 3- HORIZONTAL CROSS SECTION INTERIOR EXTERIOR /-. I 4 ', HORIZONTAL CROSS SECTION 6019J, 111'1250%115-0131— tlol Sly inn fill 56 f Lo 9z INTERIOR 0 C, z a: c EXTERIOR 5 , HORIZONTAL CROSS SECTION 9- 11717Nctanf — 2 E IV F' L- 15225-68M i's, m", EX VERTICAL CROSS SECTION 1,25 MN. EXTERIOR INTERIOR VERTICAL CROSS SECTION 3 c0nfig=tiw 6-9116-iw,Tb EXTERIOR INTERIOR 02 3 VERTICAL CROSS SECTION Outv" I.FMAX. EXTERIOR INTERIOR za 71- ns VERTICAL CROSS SECTIONn::37 ows.*v cwAg"tion EXTERIOR 4 VERTICAL CROSS SECTION QW-Qix 0 . ............. INTERIOR 6 E; A C6 co INTERIOR 6VERTICAL CROSS SECTION Wa—&— Zvcsr cprofcn it zi FL- 15225 68M 3 — o5 Z T44 T is D 4$4/16' HEAD TM 0 4EAD lan 4.9/16'HEADf MUUJON SliOWNFOR 0 TYP. 0 JAMBS I VIEWC"-"C" F7- f 7' 9116-HEZ6AD9' ' Typ HEADTYP, 0 HEAD14-"' i'- DF -9/liFHEAD MULION0 NSHOWNS REFERENCE b' 911, 0 4-9116- JAMH I DETAIL'S" o 1 a4 SEE DEAL 4' 4 12 ns SEE VIEW 'r-"E' VIEW"W-W SINGLE DOOR WISIDEUTE VIEW "B%W Cgr1CRM ANCKW I. Concrete anchor tocawns at the Corners May be 0C*;sfqd to -Main the min. edge Cakme to Mortar i0ints 2. Concrete onch,,r tocagm noted os"mAX. ON CEN7M must be adjusted to maintain the rnin, edge distance to mortar joints, odditionatl concrete anchors moy tie required to enuxe the 'MAX. ON CfNrEg'dimenpon are not exceeded. 3. Concrete onc" rabies AMC##OR rm ANChOR sm mw EMAEOMEMT MM. CM49AW-E AW CLEAMWE 10 MASOWY TO ADJACM ED" ANCHOR 11w 4' LAPCON_ ILCO 1.11'rULTRACON 1 3/1V 1.1141 AS SHOWN ASSHM11FABWCON' 1 _ 112t;TE NOTES The side&e is direct set into the jamb with 1; 2) #B X T pfh. WV00 screws. There are 14) of each verticaljornb, from the top down at J 3,5", 3 1 ", 4&S'& 66- Ttwe are (2) at the rieodef at 4" from the cvt$ide comers of the frame. There are 12) at the sm, 4" from the ovhsidq comers. 26 24 6-9116'JAMS— M. 4 JAMBS 4-9116'JAMB SEE SINGLE DOOR VIEW A" -"A" DETAIL"I" 27 i' 26 DETAIL "4" SfdlndCxd 24 DETAIL'S* H DETAIL "2" ga—ndcird' CH DETAIL "3" si U— 0 VIEW "C%"C 3" 0116"HEAD TYP, 0 HEAD 0116-HEAD A$TRACAL-j I MULLION SHOWN FOR I SHOWN FOR REFERENCE I REFERENCE ONLY n5 DOUBLE ELI TYP, 4 JAMBS 4,9f16'JAMB SEE DETAIL' S Ri OF MATERIALS C 114 MAX. SHIM SPACE STE— EL DIfVX2-31,C ELCO OR irw Pfm CONCRETE S R E MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW DOCK CONFORMING TO ASTM C" I IC x 2-1/4"ELCO OR ITW PFH CONCRETE 5JL;XtW STEEL G 3/16"X 2-3/4 ITW PFH CONCRETE SCREW STEEL 7SH— 3116- X 2-1/4' rTW PFH CONCRETE SCREW STEEL I 1,C x 1-3/4'ELCO OR RW PfH CONCRETE SCREW STEEL 11 3116"x 3-1/4'ITW PFH CONCRETE SCREW STEEL 12 1 f4x 3-114ELCO OR ITW PFH CONCRETE SCREW STtEl_ IX X 2- 11-r PFH ITW CONCRETE SCREW STEEL 24 9 X 3/4PFH WS STEEL n16269)( V PFH WS vV %1w STEEL Z Of- C;; 6 D HEAD TYP, HEAD 4. 9116- KAb7 AII,AIAL-- SHOWN FOR ci t a 3 6 Q. ILDREFERENCE COLY 469/16'JAMB G c Z* 0TYP. V JAMBS 114- 9/16- JAMB SEE DETAIL Ma DOUBLE DOOR VIEW 'A! -"A" 27 26 DETAIL' 6" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE 10 FRAME AS SHOIWN I J 24DETAIL' S" 2L/ 12 24SME N T,S DETAIL " I" N Fs L-' 52 s7, K, L o, 5 _ of5 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P,OBox 230 Valrico, FL 33595 Phonc 813,659.9197 Florida Board of Professional Erillillecrs Ccniflcatc of Authorization No. 9913 Product Category Sub Category Manufacturer Product Name Thermo Tru Corporation Smooth -Star" and "Benchmark by Therms-Tru" Exterior Swinging 118 Industrial Dr 6*8 Single & Double Opaque or Glazed Panels w/ & w/o Sidellies, Doors Exterior Door Edgerton, 01-1143517 Inswing I OutswIng Assemblies a Phone 419.298.1740 Insulated Fiberglass Door with Wood Frames Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System 10 # 1998) for Thermo Tru Corporation, based on Rule Chapter No. 61 G20-3, Method 1 A of the State of Florida Product Approval, Dept, of Business & Professional Regulation. RW Budding 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. Umitstions: This product anchoring has been developed in compliance with the Sth Edition (2014) Florida Building Code (FBC) structural requirements excluding the " High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and design pressure ratings. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. Wood screws shall be Installed following Installations instructions of ANSI AF&PA NDS 2012. All other fastener types to be installed following fastener manufacturer' s installation instructions. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shall they be less than shown In drawing FL-15225.5-68. Where shims are used, they must be a "rigid / stiff" material that complies with the requirements of the FBC. Positive and negative design pressure requirements for use with drawing FL-15225.5-68 shall be determined by others for specific jobs in accordance with the governing code. Site conditions that deviate from the details of drawing FL-1 5225.5-68 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents. ETC- 01-741-10702,0 ETC- 01-741-11008,0 TEL 01460147 2. DLaWWU No. No. FL-15225.5-68 3. Calcillifigge Anchoring Teat SIA94AW ASTM E330.02 / TAS 202-94 ASTM E330-02 / TAS 202-94 ASTM E330-02 / E1886-02 / E 1996-02 fteR% r_94_k RW Building Consultants, Inc, (CA #9813) emano W RW Building Consultants, Inc (CA #9813) Sheet 1 of 1 J1211111g Laboratory ETC Laboratories ETC Laboratories Testing Evaluation Lab, 21 I)gd by Wendell W. Haney, P.E. Joseph L. Doiden, P.E. Lyndon F. Schmidt, P.E. jlgI] od & §#&d_ Py Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No, 43409 2/ 6W15 R R W Building Consultants, Inc. W B Consulting and Engineering Services for the Building Industry A P.O. Box 230 Valdco, FL 33595 Phone 813 659.9197 Ftonda Board of Professional Engineers Certificate or Authorization No, 9813 Product Category Sub Category Manufacturer Product Name Thermo Tru Corporation Smooth -Star" and "Benchmark by Therna-Tru" Exterior Swinging 118 Industrial Dr 8'0 Single & Double Opaque or Glazed Panels w/ S w/o Sldelltes Doors ADose Assemblies AssemEdgerton, OH 43517 inswing / Outswing Phony 41 F.29$.1740 Insulated Fiberglass Door with Wood Frames Scope. Product Evaluation report issued by R W Building Consultants, inc. 8 Lyndon F. Schmidt, P.E. (System IC # 1998) for Thermo Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the State of Florida Product Approval, Dept. of Business 9 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, t. This product anchoring has been developed in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the " High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shalt be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following installations instructions of ANSI AF&PA NDS 2012. All other fastener types to be installed following fastener manufacture' s InstaltoWn instructlons. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shall they be less than shown in drawing FL-15225.5.80. 5. Where shims are used, they must be a "rigid / stiff" material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL-15225.5-80 shall be determined by otters for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL-15225.5-80 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1. T -.R. r N9- T_ sg_tSldaETC- 01-741-10593.0 ASTM E330-02 / TAS 202-94 ETC- 01-741-10703.0 ASTM E33"2 / TAS 202-94 NCTL 210-1940-1,2,3,4 ASTM E33"2 / TAS 202-94 TEL 01460147 ASTM E330-02i E1886-02 / E1996-02 2. QaMdng Mg_ Preaared by No. FL-15225.5-80 RW Building Consultants, Inc (CA #9813) 3. Calculations Preoar20, U Anchoring RW Building Consultants, inc. (CA #9813) Sheet 1 of 1 I211ing MgEaloa R,{led 9 ETC Laboratories Mark 0. Passero, P.E. ETC Laboratories Wendell W. Haney, P.E. NCTL Barry Portnoy, P.E. Testing Evaluation Lab, Lyndon F. Schmidt, P.E. WDZL& J"JS# by Lyndon F. Schmidt, P.E. 191121 gam. d Wt Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, R.E. FL PE No. 43409 2/ 612015 R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building Industry B P,O. Box 230 Valrico, FL. 33595 Phone 8 13 659 9197 CFlorida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category77", Thermo Tru Corporation 6'$ Single & Double Opaque or Glazed r rExterlo, Swinging 118 Industrial Dr Doers w/ & w/o Sidellites x Doors Extort" Door Edgerton, 01-143517 Outlawing Assemblies Phone 419.298.1740 Direct to Masonry Installation Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID 0 1998) for Thermo Tru Corporation, based on Rule Chapter No, 611320-3, Method 1A of the State of Florida Product Approval, Dept. 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 anchoring has been developed in Compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the 'High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and design pressure ratings, Z Product anchors shall be as listed and spaced as shown on details. Anchor embedment to "SO material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following Installations instructions of ANSI AF&PA NDS 2012, All other fastener types to be installed following fastener manufacturers installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shall they be less than shown in drawing FL-15225-68M. 5. Where shims are used, they must be a "rigid I stiff" material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FLA 5225-68M shall be determined by others for specific jobs In accordance with the governing code. T Site conditions that deviate from the details of drawing FLA 5225-68M require further engineering analysis by a licensed engineer or registered architect. Supporting Documents., 1, Test ReDort No. TEL 01460145 ASTM E330-02 / E 1886-02 / E 199"2 ETC 01-741-11006.0 ASTM E330-02 / TAS 201, 202, 203-94 2. Drawing mg, prevatIg by No. FL-15225-68M RW Building Consultants, Inc. (CA #9813) 3, 5;alculatfogj erepiEld by Anchoring RW Building Consultants, Inc. (CA #9813) Sheet 1 of 1 i2athag 6WEA19a Eandiax Testing Evaluation Lab. Lyndon F. Schmidt, P.E. ETC Laboratories Joseph L. Dolden, P.E. Sinned & Sealed by Lyndon F. Schmidt, P.E. A199go & Sealed by Lyndon F. Schmidt, P.E. 01 0, Lyndon F. Schmidt, P.E. FL PE No, 43409 2/612015 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@mlwd.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 Luis Roberto Lomas PE-62514 National Accreditation and Management Institute 12/31/2015 Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard XW AAMA/WDMA/CSA 101/l.S.2/A440 2005 W, I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes (,No 'J N/A hqs://www.floridabuilding.org/pr/pr_apn_d-tl.aspx?param=wGEVXQwtDqtH8572qvdWI... 7/20/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method I Option D Date Submitted 04/30/2015 Date Validated 04/30/2015 Date Pending FBC Approval Date Approved 05/06/2015 Summary of Products Fl. # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No r1L%W"RZJ""- QWQC-W 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 JIQi PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No 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 RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No 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 FA15,33ZJ9LALUMMAW PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGDI SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"X96" Limits of Use Installation Instructions Approved for use In HVHZ: No Ek=2-92JLA:.p 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 ELM32-ALAL51aO&W PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" Limits of Use Installation Instructions Approved for use In HVHZ: No 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 E1 .W2-RZ-AE-51MQ&V0( PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"X96" Limits of Use Installation Instructions Approved for use In HVHZ. No fLU=-Rz-1LQ "-091r.wf 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 RATINGS Created by Independent Third Party: Yes 15332,7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD I I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtH8572qvdWi... 7/20/2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use In HVHZ: No 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 RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ- No ffj=Z_Bk"&Q5=jW 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 EL=UJq_AL51M%W PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXXIALUMINUMSGD143"06" Limits of Use Installation Instructions Approved for use in HVHZ: No 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 R I nPI -4f PRESSURE RATINGS Created by Independent Third Party: Yes QuWA.V5 ;; 1119 Ngrilb d9am %= 141JAhmAILIM ftwnLAW_AV_1M The State of Florida Is an AA/EEG employer, CQpydQU 2007-2011 51als Q1 Filidiao ;; edUacy 5rAl;Qmen :: Accessibility Statement :; Rejiind 5taWmep 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 PIK.Tronic mail to this entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.467,1395. *Pursuant to 00sift 455.275(t), Florida Statutes, Offad1vt Wobor 1, 2012, IK. se . kerised under Chapter 455, F.S. must provide the Department with an email address If they have one. The e"11% provided may be used for official communication witin the licensee. "aarawitir email addresses are public record. If you do not wish to supply a personal address, please provide the lboilailiment with an small address which can be made available to the public. To determine if you are a licensee under Chapter 4SS, F,S., please click ILVZ_. Product Approval Accepts: 0 f" ER 11 lrff t6adi WE https://www.floridabuilding.org/pr/pr_apn dti.aspx?param=wGEVXQwtDqtH8572qvdWI... 7/20/2015 I-- I I A, n hnoWy j0fAKj 7 -F 71S NF7 ANGINA 0 ""PE" Anol -4) AUER xz To E AX 00=m mo mon- ;7"v a v, OR o" coovi- MIA S Nv is: SC 0 V M Moo A-5 Y-E- on So ARNE3 AWK17 G&A"! CA Yh%RW SE27ON 00 1CO NO A ENGINE& of no CK' S Q! TOM & C, 4C--7 7 %v MS 54 0 "R I An 0 7, MOMAD NQ7 ARWk,70 TYL9 n '?A 300' ups ROM ' Hn" c s"& ' A low to GRIA14 ws,As VAI m viwaz "Kv Vol 'I H 3WR / 772mv E9 %S 4"71 I&RT Rno Ewk y vm -"A DO N IM3 owww OR 24 FAW nE #7 Oro S""s A J " G TW' ME AQ \4 QjV 7N K T"S lll f'- jC -T VKE 0"Wv" us S sm&! N CS-" CE L37KE A, 5EA Q%—NQ S 5—mv 70 04 0 V: V'v SO" r. SAMFl- ' FV A"TK 3 Rom Won A-- 11 ) v k 0000" AMF -1 ATM C-9,"-Q- MPALbnE, ! KA !"S 05 Nil C- s m' Arm 4, 1 A.; . c . A'4' t . ' I Y, "';S PA l WNDOWS AND DOORS LLC 1001 W. CROSSY RD CARROLLTON, TX 75006 SERIES 430/440 XiX SGD 143' x 96" REINFORCED WITHOUT ADAFTER NOES V1. 1 08-02250__ NTS P'-E 10/30/13 1 s"-- I O' 9 SIGNED: 1VIOAD13 a DESIGN PRESSURE DESIGN PRESSURE RATING i IMPACT RATING 35.OPSF NONE +25.01-28 8PSF NONE WITH 2 IW'SILL WITH 1 112' SILL SEE CHARTS 01 AND 02 FOR OTHER UNITS RATINGS SEE CHARTS 03 AND 04 FOR OTHER UNITS RATINGS 2, 2 2 1132'SILL ALUMINUM 60&3-T5,055 THICK CHART#1 WITH 1/32"SILL WHERE WATER iNFjLTR4TION RESISTANCE 15 REQUIRED AFF NOTE 9 SHEET I NMI= EK=22- Raw= smam CHART02 WITH 2 IW* SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I 1 112"SILL ALUMINUM 6W-T5 .055 THICK CHART#3 WITH I V2, SILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I I mmmiiIiiI CHART# 4 WITH I 112'SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED FF NOTE 9 SHEET I rw CHART# 5 CHART#5 K= MI WINDOWS AND DOORS LLC 001 ' N. CROS93Y RC CARROLLTON, TX 7 SERIES 430 1 /440 Xix SGD 143" 96" REVCRCED 'WITHOUT ADAPTER ELEVATIONS v L. C8-02250 2 10/ 30/13 1 vA, INTERIOREXTERIOR ' I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION VOTES: i. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 INTIERIJOR W WNDOWS AND DOORS LLC iccl W. ^,Ros8y RD c - ARRO-L-ON, TX 71006 SZR3ES 430/440 XD( SOD 143" x 96" REIVORCED W'THOUT ADAPTER FRAVE INSTALLATION DETAILS V.L. 08-02250 N7S 10/50/13 3 0,- 9 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLA RfTY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION Ml WINDOWS AND DOORS LLC 100i W. CROSBY RR CARROL.L-ON, TX 75006 S RIES 430/440 XiX SGD- 143" x 96 REINFORCED WITHOUT ADAPTER FRAME INSTALLATION OETAILS 11-11 08-02250T 1 " A N'T S ]Win' 110/30/13 OF C Y- 4 FTo EXTERIOR INTERIOR N VERTICAL CROSS SECTION coNcREI-E,u4somRY INSTALLATION INTERIOR EXTERIOR JAMB INSTALLATION DETAIL CONCRETEVAS,ONRY INSTALLATION NOTES; 1. INTERIORAND EXTERIOR FINISHES, BYOTHER$, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 M WINDOWS AND DOORS LAC 1001 W. CROSeY RD CARROLLTON, TX 75006 SERIES 430 / /440 XJX SGD 143" x 96" REINFORCED W#THOUT ADAPTER FRAM,f NSTAdATION DETAILS 08-02250 NTS 10/30/13 U--'_5 OF 9 till L. L MAN =- 1"" R 2 Y MAX. INTERIOR By `1y7,R5 EXTERIOR '! " " 11 INTERIOR YERTICAL CROSS SECTION WOOD FRAMING OR 2X WOK INSTALLATION NOTES: 1-INTERIOR AND EXTERIOR FINISHES, By OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE KITH ASTM E2112 JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION M111 WINDOWS AND DOORS LLC 00' W " CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 X;x ScD 143- Y, 96 " REINFORCED WJTH0UT ADAPTER FLANGE INSTALLATION DETAILS 08-02250 10/30/13 9 J- EXTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 JAMB INSTALLATION DETAIL METAL STRICTURE INSTALLATION V WINDOWS AND DOORS LLC 7001 W. CROSSY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED W THIOUT ADAPTER FLANGE ltSTALLATION DETAILS 08- 02250 NTS 9 2 ",Z, ,,iN, EXTERIOR INTERIOR 11--7 N 4-1--l-, VERTICAL CROSS SECTION CONCRETE MASONRY EXTERIOR will JAMB INSTALLATION DETAIL CONCRETEVA$ONRY JNSTALLA TION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM F-2112 Ml WiNDOWS AND DOORS LLC 7001 W, CROSBY RD r - RRULA - 0 CON, TX 75006 SERIES 430/440 Xi')( SGD 143" x 96" RENIFCRCED WITHOUT ADAPTER FLANGE JNSTALLATION DETAILS L T 08-02250 NTS /30/13 1"FF-8 OF 9 INTERIOR 7"R m EXTERIOR HOOK STRIP INSTALLATION 2X SUCKIWOOD FRAMING INTERIOR ev, EXTERIOR V HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: 1, INTERIOR AND EXTERIOR FINISHES, 8y OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT By OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 M! WINDOWS AND COOKS LLC loci W. CROSBY RD CCARROLL-ON, TX 75006 ERIES 4301440 XD( SCL) 143' x 96" RENFORCED WITHOUT ADAPTER HOCK INSTALLAT'ON DETAILS 408-02250 N PS 1e 10/30/13 9 OF 9 L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 rIIornas@IrIomaspc,corn Manufacturer: M1 Windows and Doors LLC 1001 W. Crosby Road Carrollton, TX 75006 Engineering Evaluation Report Product Lino: Series 420 XIX Aluminum SGD 143" x 96" Reinforced without adapter Report No.: 512970A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 61 G20-3,005 method 1 (d). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation., 1. Approval document: drawing number 08-02250 revision A, titled Series 420 XIX Aluminum SGD 143" x 96" Reinforced without adapter, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: CCU-1 2-118 signed by Wesley Wilson Construction Consulting Laboratory International, Carrollton, TX AAMAAAIDMA/CSA 101/l.S.2/A440-05 Design pressure: ±35.Opsf Water penetration resistance 6.Opsf 1 Report No.: C1716.03-109-47 signed by Michael D. Stremmel, P.E. Architectural Testing, Inc., York, PA AAMANVDMA/CSA 101/1,$.2/A440-08 Design pressure: ±25.Opsf Water penetration resistance 3,76psf 4. Anchor calculations, report number 512970-1A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to approval document. Maximum unit size: 143"x 96" Units must be glazed per ASTM E 1300-04, see installation instructions for glass options, This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be aluminum 6063-T5. Installation: Units must be installed in accordance with approval document, 08-02250 revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s), 1 of 1 NNN N d) 0 4 i3 Ai e OF i•4tr A Luis R. Lomas, P.E, FL No.: 62514 12/13/2013 e 0 Florida Building Code Online Page I of 4 I OCIS Home i Log In ; User Registration Hot Topics Swbrnilt Surcharge , Stars K Facts Publications FbC Staff SCIS Site 1014P Loks Search i Product Approval USER: Public User ftjv I Applicatia. aotwl Fl. # FL5302-R6 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Acidress/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Amarr Garage Doors/Entrematic 165 Carriage Court Winston-Salem, NC 27105 336) 251-1309 danny,loyner@amarr,com Brandon Gentle bran don gertle0a marr.com Brandon Gentle 165 Carriage Court Winston-Salem, NC 27105 336) 251-1308 brandon.gentle@amarr.com Danny Joyner Amarr Garage Doors 1,65 Carriage Court. Winston-Salem, NC 27105 djoyner0amarr.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Thomas L, Sheimerdine PE-0048579 Intertek Testing Services NA Inc, - FTL/Warnock Hersey 01/01/2016 Steven M. Urich, PE Validation Checklist - Hardcopy Received EON- RANAE11 YAW, ASTM E 330 2002 DASMA 108 2005 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 I Florida Building Code Online Page 2 of 4 Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # I Model, Number or Name q I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code, Yes No N/A UMA099-M, 5M.-A 5"' f Method I Option D 03/30/2015 03/30/2015 03/31/2015 Description 5302.1 Stratford (M600); Heritage (M950); Dwg. IRC-6009-110-11,Thru 9' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; +19.1/-22.6 Other, Design Pressure + 19. 1/-22.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions E 2AQf_W# Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.2 Stratford (M600); Heritage (M950); Dwg. IRC-6009-100-11, Thru 9' wide. I Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15-8/-18.7 Other. Design Pressure + 15,8/-18,7,Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door, Installation Instructions WAOL124f Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 53023 Stratford (M600); Heritage (M950); Dwg, IRC-6009-120-15,1'hru 9' wide. I Oak Summit (M65 I Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +22.8/-26.9 Other, Design Pressure +22.8/-26.9, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions Verified By: TON SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302A Stratford (M600); Heritage (M950); Dwg. IRC-6009-130-15, Thru 9' wide. I Oak Summit (M65 I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.71-31.6 Other. Design Pressure +26.7/-31.6, Not For use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door, Installation Instructions ELMLM UAk(1_§WqAAQ__A,5_PWjL FLIVA Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.5 Stratford (M600); Heritage (M950); Dwg, IRC-6009-140-15, Thru 9' wide. I Oak Summit (11650)I Limits of Use Installation Instructions Approved for use in HVHZ: No Fri Approved for use outside HVHZ* Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31,0/-35.1 Evaluation Reports https://www.floridabuilding.org/pr/pr__appjtl.aspx?parani=wGEVXQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 3 of 4 Other: Design Pressure +31.0/-35. 1, Not for use in HVHZ. ""'k, Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. I 5302,15 Stratford (M600); Heritage (M950); Dwg. IRC-6009-150-15,Thru 9' wide. I Oak Summit (M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +35.6/-42.1 Other. Design Pressure +35.6/-42.1, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by independent Third Party: Yes Evaluation Reports ft"Of Created by Independent Third Party: Yes 53023 Stratford (M600); Heritage (M950); Dwg, IRC-6009-169-15,Thru 9'wide, I Oak Summit (M65 I Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant. No Design Pressure; +45.3/-51.2 Other. Design Pressure +45,3/-51,2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports F15-301k, 8_6_'#fLjNQ4Q'Q9 Created by Independent Third Party: Yes 5302.8 Stratford (M600); Heritage (M950); Dwg. IRC-6016-100-15, 10'Thru 16' wide, Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: +15.2/-17.2 Other; Design Pressure +15.2/-17.2, Not for use In HVHZ, Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door, Installation Instructions f1i"'Of Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports F153"u-10) tqrz J 15 Report—, "I.9-FILIKI f Created by Independent Third Party: Yes 5302,9 Stratford (M600); Heritage (M950); Dwg. IRC-6016-110-15, 10'Thru 16' wide. I Oak Summit (M651 I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.3/-20.8 Other: Design Pressure + 18. 3/-20.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Stratford (M600); Heritage (M950); Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure. +21,8/-24,8 Other; Design Pressure +21.8/-24.8, Not for use in HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions FWAL 0 B.'PAr Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes I. IRC-6016-120-15, 10'Thru 16' wide. installation instructions 011up?. "Ro"A RQ-64116-JuQ-15 Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302A1 Stratford (M600); Heritage (M950); Dwg. IRC-6016-130-15, 10'Thru 16' wide. I Oak Summit (M65 I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.6/-29.1 Other: Design Pressure +25.6/-29.1, Not for use in HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation instructions ft 5 3QZ-W jtLJR_(;__6Ajkj3QA5_QEMN_jj Q_ELWf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports PAf Created by Independent Third Party: Yes 5302,12 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140- 17, 10' Thru 16' wide, I Oak Summit (M650) I https://www.floridabuilding,or-I r/pr_ K,app-- dtl.aspx?param=wGEVXQwtDqunL7seVZMF.. 7/20/20158" P Florida Building Code Online Page 4 of 4 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.1/-33.8 Other: Design Pressure +30.1/-33.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party; Yes Evaluation Reports Created by Independent Third Party: Yes 5302.13 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-24, 10' Thru 16'wideIOakSummit (M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure., +29,7/-33,8 Other: Design Pressure 1-29,7/-33.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.14 Stratford (M600); Heritage (M950); Dwg. IRC-6016-145-24, 10'Thru 16'wide, I Oak Summit (M650) Limits of Use Approved for use In HVIIIIZ; No Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure: +31.9/-37.2 Other. Design Pressure +31.9/-37.2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions fWAk-B& 11"'MMIA-LIM"724 qF#W Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by independent Third Party: Yes 5302,15 Stratford (M600); Heritage (M950); Dwg, IRC-6018-110-15, 16'2 Lhru 18' wide, I Oak Summit (M650)I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; +18,2/-20,6 Other: Design pressure + 18,2/-20.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Verified By: TOM SHELMERDINE 0046579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302,16 Stratford (M600); Heritage (M950); Dwg. IRC-6018-120-15, 16'2 thru 18' wideIOakSummit (M65 I Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: +21.6/-24.5 Other: Design pressure +21.6/-24.5, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions F0044 J0 Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes FEI NE The Stott of Florida is an AA/EEO employer, A911201WWWrIsM 1: Under Florida Ia., email addresses are public records. If you do not went your e-mail address released in response to a public -records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mad, If you have any questions, please contact 650.487,1395. *Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S. most provide the Department with an emall address if they have one. The ernails provided may be used for official communication with the licensee, However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 4S5, F,S., please click jidds,, Product Approval A=optsi 1909RE https://www.floridabuilding.orc,/P r/pr app dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 1 I ADJUSIAM FELLER CARRIER ATTAUC; - le, !,A, . I'?, WT A IAIT, PER WACKET If, - GAL', RESIPEWM 7M RCFILLER BRACKETAT7ACWD -3) 1- . 1,.' HEX SAD SCREVS PER I AL I SEE RAGE 2 13P W GLAZED w 3TRm ma 5ITLE L I.S. ".SAFE CENTER A TTAC-IEZ Z' 16 GA RESIDENTM 1 141 V., 3- TER FIX-,AE ATTACHED W-X NEAR ScPIC,S V)LT AND WIS 31 M. STRUTS ATTACHED NZ. SAD . AT EACH MIT" STILE SS RF tA&EDi ELI -VlpipiMc-AL T NJS SEE TAsLE 4 r.. VILE ot%_ j " Env sllwl Cpcv. w-r A" INSIDE ELEVATON 'CIS RCITDE 7C 4 W - .'E Sp - AL vG& STRUT IENII CF lfmS--ED ATTACHED A.T FLzv LACII SA r.. "Awl HEX HEAD rNs fN; t *"T AT ENS "" TIES IV T 9RASXE Nv, IV af, STIU 14 GA TKCX TATTACHED STRUTS wX SAr tfl SIE. ACILLE. W-X Al) SMY$ A, 2/.. I "G. "Aw-. HEAR SCRE AT KILLER CARRIERS ATTACW EK. END STILE TO M ST E V, tZ) 1/4'. 3/1' WX WAD SCRE.$ M CARRIER 21 7-11`AtL STEEL a? Nn c,N 7-$-" STEEL QP LIM Sh7QR7 STE" RCI LERS j,-CB Z A f=L_VZW Is m V VVIX lItAOM AT 1.0C.TXX4 f.) W*z N v go"s . uTs LAc DI)IHlW :,., . '-lir BAG "(I TIA04:D " AT tk AW VACKEI 12 GA mv. STEEL It"m am-mll A7TAEN= */ dI) ifs'-iM TRACK Sl= WT & NSET Li-:--Ju L_= I7ABLE 3> 04 RAGE Ft* 1? DRAOTT SRACjM TRACT( C0Wr.LtRA'n0N FOR 5'e' UP TO W TAU, EMS N. V/ 7/1 RETAINER VEIR rm TAIL ASAF£ k HINC( rypic 3 4 90" SECTATTACHED To Ae TMIV RCVS Cl ,.WZA 1D AT EA AAW IIR.4XE1 2 X A 5'R 'N'k EOALS IS SII n GA CENTER STRA4N J, E WFTHM OF TFSTING WAS IN SUSSTA97AL EONFOFMANCE WTH THE PPOCV.X t DESCRWI m W S"m ERG SiISGAc'LDRAW4$ Af INASTM E330 ANC AN9/DASm- 108 riE ON TK VIERf CAIXUA- 33 US Nr, ASCE 7-10 VA7, THE 2 7/ 11' DK aw MMANIM-/ FOLLCYONG PARAMETERS (5 FEET OF C009 W00- IN THE E-V s No zosr- nOf AT ANY SLOPE; W7 coo -S jDA Sim T*"X Fjv ' WN - 0 SPEED {MPH ) 1 155 1 141 IN4 1 128 cm m cmj TRACK MWNTING DETAIL 3E U' ll LEVEL M.-A Rim, I- NEAAt TS Ec MAX sl s , WDT" AA 14' HEIGHT DES;ON LOADS 21,5 - SF 248 PSF TEST LOADS 32' 7 PSF 3,2PSF 5,C 3 FL I. -.- tSMT — TR+- E.' MODEL #650 OAK SUMMU w/Durasate MODEL $60 SMWORD -/Dur*Wo MODEL #960 NEWAG9 w/Dur&Smft Short, Long, flu*b & O*jc Summit p—.1'. 931 "PY OU I DATE W/I5/97 7lLAMi6 4w a $ 3' ZrISA. 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SCREUS EISTARTING, f' F CM EKES, LSE PAIRS OF P x_ t+ 3LT1 ANGlR3R i/ % i 22 K- qcK (BoxAST ow) fTARTR#' rRtXStogl,7MEN 2A^ OC- ti 1/4' EMBEDMENT) CDR, US£ FASTENERS rOR FELLOW C-90 SLOW LAGS ANr BOLTS CAN BE (`dLPt7ERS,Bi{ 13 PROVIDE A IL ISM ISTJNT 16 SiAi{ACE- I OWFARATTEN OF WOW .IAMBS BY OTHERS i tONCRET£ IMOLtO2+ Bx.ilE JTED BLIIC iiTRSIETUR£ 2' MiN2-3/4' MIN 7-i!r MHI A' ww TP ' Milo I B B J Jd fJ /I JJJJ JJ J/.. lJ1l f OPTIONAL SkUPT PANEt INTERMEDIATE GLAZED SECTIDN (S-RUI ANZ STILE LAYOUT) 18 119' J St S—T PANEL CLAZW FASTENER DE1A1'v L3% PANEL GLAZING FAS"£!ffR DETAI Mii GLAZING OPTION CROSS SECT`Q GSLRZ ^ £TSVa SMfE1E3(f0-WAID- D IS R£;i;':'&7 04 CAK, Or, 4 , MR+I`i'VWFRAME OPTIONAL Ze— #NSER7S s9T3i 17Y MTECIMN'IMTH UN PRO711-10N T141CN Ss8 M ASS J a t»; a A }j4' Aw MEaD SOV4 •RGPr i1t1At MOLDEDsN51A3L £RAA+ J L 1 A'+ EAWiDMOYMPLr5ZGTd9N B—B A,iAiLABL£ TRACK CONP',GUR VONS MT,S. SAX SYN BlDTH +itYt.,t58 #!}pl}pYs: s21B PSF z$g izl 24,E PST P.,+. }},¢ _ •E.Ri 32 7 . SF t '} FL ws ;.A! MaAa Wwr vn+sYr N-zuFA rac 2;^xh MODEL #SSO OAK SVMMIT /DlTraSate MODEL #600 srxttFO ID jDnraSate MODEL #B50 NB$ fTAC.B wJDuraSa{a SLDr1, LDng. Ffuah A Oak Summit Panel's 9A a!B e+/Iu isuls MeB A34H41/!RC—W6- 12f-15# FSiit'w--.f I TABLE 2 TABLE 3 esa *AM 7W MA % SIZES ?#3 t2 14' HEiCgT t ++i 1 r z Psi is- s a27 PSF ° yf ' 37.2 psi' zi FL 2 f5i GbF'b tiE CDFi Yt"ST@!-SK£}5 - MODEL #$W OAK SUMW w/DureS*fe MODEL ##000 s1'R WORD-/Dmros*fc MODEL Lam - AGS s%Darasnlc Shortag, nuA & 0" Summit P.—l" Sv Y44[i 9'' 3l7 t$A/`512i Mt R fi. Art jr, gt/, L' e R0, tUlt_j l- ns rDUCTURAL SOLUTIONS. P.A. lit tructural Engineering 0 Investigations a Consulting GARAGE DOOR STATIC PRESSURE TEST REPORT Garage Door No.: IRC-6016-120-15 Test Date: 11/8/2012 Project No,: 112-114 Design Pressures: 21.8 psf, -24.8 psf Report -Date: 12/6/2012 Model #1600 Test Pressures: 32.7 psf, -37.2 esf Test Location: Arriarr Garage Doors, Winston-Salem, NC ASCE 10 Criteria: Up to 5 eet of Door Width in Zone 5, Any hoof Slope; Enclosed Building Exp. R, 30'MRH Exp. C, 151 MRH Exp. C, 25'MRH Exp. D, 15'MRH Exp. D, 25'MRH 155 mph 141 mph 134 mph 128 mph 1122 mph Witnessed By: Brandon Gentle - Amarr Garage Doors; Thomas L. Shelmerdine, PE - Structural Solutions, P.A. Descriggon of _TSLt NgtSIen: A 164' wide x T-O" high residential steel sectional garage door, one section wide by four sections high, each section being 2" thick by 21" high 25 gauge galvanized steel sheet. Each section was reinforced with two 3"20 gauge galvanized steel struts, except I strut on the top section. The door sections were connected together with one 14 gauge galvanized steel end hinge at each end stile and one 14 gauge galvanized steel center hinge at three interior stiles as shown on the drawing. Garage door Model 600 manufactured by Amarr Garage Doors was used in the test. The test unit is further described on Drawing IRC-6016-120-15. M#LiLter of Testing: This test was conducted at Amarr Garage Doors in Winston-Salem, NC, which is accredited by the American Association for Laboratory Accreditation, Certificate #2595.01. The specimen was tested for static pressure structural performance insubstantial conformance with the procedures described in DASMA 108 "Standard Method for Testing Sectional Garage Doors - Determination of Structural Performance Under Uniform Static Air Pressure Difference", and ASTM E330 "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference". Both positive and negative pressures were tested. The specimen was installed in an enclosure measuring approximately 5' deep, 9' high, and 25' long, The enclosure was framed with shop welded structural steel square tubing and covered with 3/4" thick plywood. The door was covered with 2 mil plastic sheeting to prevent leakage of air pressure. One pressure blower was attached to the enclosure with flexible ducting to provide the positive and negative pressures. Pressure transducers connected to a computer were used to measure and record the pressures in the enclosure. Test Procedure: The specimen was subjected to the above pressures for the following durations. Positive pressure was applied on the exterior face of the door first, and then negative pressure was applied. Step 1: Preload the door to 50% of the Design Pressure and hold for 10 seconds. Step 2: Unload the door for 1 to 5 minutes. Step 3: Load the door to 100% of the Design Pressure and hold for 60 seconds. Step 4: Unload the door for I to 5 minutes. Step 5: Load the door to 150% of the Design Pressure (which equals 100% of the Test Pressure) and hold for 10 seconds. Step 6: Repeat I through 5 above for negative pressure. Observations: No failures occurred as a result of the noted loadings. The door remained operable after both positive and negative tests. Summary: A 16'-0"xT-0" Model 600 as described on drawing IRC-6016-120-15 meets or exceeds the testing criteria as described above. By comparison to the construction of the I6'-0"xT-0" Model 600, the following doors also meet or exceed the above testing criteria, when constructed in accordance with drawing IRC-6016-120-15: 16' x 7' Model 950 doors (which are constructed of thicker 24 gauge steel in lieu of 25 gauge steel) 16' x 7' Model 650 doors (which have the "Oak Summit" embossment pattern in the skin) Model 600, 650 and 950 doors with widths up to 16'-0" and heights up to 14'-0" Short, Long, Flush, and Oak Summit Panels, which are alternate embossment patterns in the skin ........ 8 short panel (18-1/8" x t0-5/8") or 4 long panel (38-1/8" x 10-5/8") windows (3/32" annealed glass minimum - meets, ASTM E 1300-04) may be installed in I section No Submitted By: 14 4- N N STRUCTURAL SOLUTIONS,AA. (Florida: dba Structural Solutions of North Carolina, Inc., Firm #29412) Thomas L. Shelmerdine, PE C PE #14654; Florida PE #0048579 5921-G West Friendly Avenue a Greensboro, North Carolina 27410 n (336) 856-2686 a Fax (336) 856-2687 a NC Firm #C-1096 Florida BUilding Code Online Page I of 4 onda Depar, aentl FICIS ticarie L.9 h, j Use, Registration ; not Topics ! Sulanit Surcharge Stats & Facts i Publicat,ons I 6C Staff z (ICIS Site Map Links Search 3usines ""' Product ApprovalIrofessitkali0USER: Public User Regulation 1 11 Pr.d-t A..—.1 Mem > gLqqUUqLApUlIcaU2Q Search > AQIACation 115L > Application Detail A FL # FL17676-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR Shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 tisitlinger@rmwd.corn Authorized Signature Brent Sitlinger bsitlinger@rmwd,com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M, Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) ataadmd Year AAMA/WDMA/CSA J0I/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 12/03/2015 Date Validated 12/04/2015 Date Pending FBC Approval Date Approved 12/06/2015 https:HfloridabLlildiil().ot-,,/pr/pr app dtl.aspx?pat-ai-n=w(iEVXQwtl)(IvFGY/s rZFR606 I ... 5/26/2016 ELEVATION 2' t jp. 36" B.fl.c i* max. 2' typ. B' fl, C. max. I w 1""CLEARANCE ALL FDUR SI ES) NAIL FIN' IS A GENERIC TERM WHICH MEANS 'MOUNTING FLANGE', NOT TO BE CONFUSED WITH '112' FRONT FLANGE) FLASH BY OTH rAnchorSeeSection De? I*: JAMB DETAIL MEAD DETAIL iIZE HEADER AS NEEDED CAULK UNDER NAILING FIN ENTIRE PERIMETER BEFORE FASTENING. SHIM AS REQUIRED DRYWALL 6 X 1-5/8' SCREW SHOVN WITH I' SHEATHING) MUST ACHIEVE 1-1/4 PENETRATION INTO STUD.s SILL DETAIL Notes: 1. Installation depicted based off of structural test report 182133.01-109-47. 2. Wood screws shall satisfy the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood back installations ore assumed 2x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4, Wood screw lengths shall be sufficient to guarantee 1-1 /4' penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load bearing, non — compressible type. 6. These drawings depict the details necessary to meet structural food requirements, They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7, installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners Z' from comers and no more than 8' on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESO PRESSURE CHART FASTENER TYPE AND SPXX SHM 'DEL AL W DM PFMURES UP TO t40.14/-50 UNTS UP TO 36' x 64' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) Mi ann INSTALLATION INSTRUCTIONS do FASTENER SCHEDULE — FIN— a a: "M M.R• 12-14-09 pemarl°AM Windows & Doors 3540 Single Hung ONE I CF I Gratz, PA 3540-3240 SH FIN — 13 Validator I Operations Administrator) MI Windows S Doors, LLG P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION EA The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the ,Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the neat published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMAIWDMAICSA10111.S.21A440-08 LC-PG40--914x2134 (36x84)-H Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO, SERIES MODEL & PRODUCT MAXIMUM SIZE TESTEDDESCRIPTION 3540 SH (FIN) FRAME SASH MI Windows S Doors, LLG 7158 PVC)(OIX)(IG)(INS GL) 914 min x 2134 mm 867 mm x 892 mm Code; MTL REINF)fnLT)(ASTM) 3'0" x 7'0") 2'10" x 2'11" ) 2. This Certification will expire July 27, 2020 (extended from July 27, 2015 per AAMA 103-14a) and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: B2133.01-109-47 Date of Report: August 16, 2011 Date: April 16, 2015 Cc: AAMA JGS ACP-04 (Rev.1/11) Validated for Certification A(= ted Laboratories, Inc. Authorized for Certification Tt" AmeridW Architectural Manufacturers Association Florida Building Code Online Page 2 of 4 FL # I Model, Number or Name 17676.1 --j 3540 -- —H Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.2 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-50 Other: LC-PG40, Units must be glazed in accordance with ASTM E1300-04, 17676.3 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-45 Other, R-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.4 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: t-40/-47 Other: R-PG40. Units must be glazed in accordance with ASTM E1300-04, 17676.5 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.6 13540 SH Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04, Description 36x74 Fin Frame Certification Agency Certificate ELL7&7 R_2_Q_Q6C AP UAO Fig J§x74 gof Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions EUM§ _Rjj_Ln51a5AQ3±j x7 Fin. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 36x84 Fin Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 07/27/2020 Installation Instructions FL,17676 R2 11 Install - 3540 SH Fin 36x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 40x66 Fin Frame Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 40x66.ndf Quality Assurance Contract Expiration Date 08/26/2016 Installation Instructions 17§76 n _ 11 - 40 SH —Fin 4Ox6k. -P— ff _ L_qa Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x63 Fin Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions In5-t 0 SH Fin 44xU _pqf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 4402 Fin Frame Certification Agency Certificate FLL7 R _AEQ354a±inA4x7 2LfZ, Quality Assurance Contract Expiration Date 08/01/2017 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x84 Fin Frame Certification Agency Certificate EL12C A PQJ,4 Fin 4 4 x 4d Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions Fl-17676 R2 11 Install - 3540 SH Fin 44x84.ndf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: littps:Htlot-idabLlildiiig.org/pr/pr 'app__dtl.aspx'?paraiii=w(-il,'.VXQwtDqvFCjYZsjrZ F R61- I G I ... 5/26/2016 r Florida Building Code Online Page 3 ot'4 17676.7 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant* No Design Pressure: +25/-25 Other: R-PG25. Units must be glazed in accordance with ASTM E1300-04. 17676_.$ J3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant. No Design Pressure: +35/-50 Other* LC-PG35 17676.9 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-50 Other: LC-PG40 17676.10 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: LC-PG35 17676AI L254 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30 17676.12 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 Evaluation Reports Created by Independent Third Party: 52x84 Fin Frame Certification Agency Certificate E1-17,¢Zk R L,_Q_(;6Q_AR 4Lfffl-5-Lxa4-wff _CIL Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions ELIJ7-¢ 7¢IRL _Fj_1jkZ6 LjLjagajL_JL4k _-2—5ftFn 52, xlJ4 Of Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 36x74 Finless Frame Certification Agency Certificate EL17§_ 7§_B2__Q A AP F x74,j4f Quality Assurance Contract Expiration Date 08/ 28/2017 Installation Instructions ELUEUEZ 11 Q5-Qj252D 7.120f Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports ELL761, R A 1 4 f Created by Independent Third Party: Yes 36x84 Finless Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 07/ 27/2020 Installation Instructions EL17676 - R2 LL_P_Q_-_Q 51 989.pof Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 44x72 Finless Frame Certification Agency Certificate FL17676 R2 C CAC APC 3540 FLS 44x72.Ddf Quality Assurance Contract Expiration Date 08/ 28/2017 Installation Instructions EU767§- BZJL-Q8 12478 Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports E. L 7 Created by Independent Third Party: Yes 48x96 Finless Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 08/ 28/2017 Installation Instructions ELI7k76_ R2 II 08 O1 71BAj_adf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 52x62 Finless Frame Certification Agency Certificate Flu - 76-117. -61--- -1P;L-(C _C-A—C -AP-C-3-54-0 --- f L-S-5-2205Zp4 I Quality Assurance Contract Expiration Date 0812712017 Installation Instructions EL17676 RjL _Q8-_Q22 A . of Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports littps: HfloridabLlilditi(,.ot-glpi-lpi--app__dtl.aspx'?paraiii=wGEVXQwtl)qvl-'GYZsji-ZFR61'Ci I ... 5/26/2016 Florida Building Code Online Page 4 of 4 LILI7676 '-QlaLL2-Q2-plifff Created by Independent Third Party: Yes 17676.13 5 O S 52x72 Finless Framef33 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No ELjjfiZ§ F 5 _A AP 4 _ , f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 ELLZ§11 AqL02270A J,3_pjf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports ELLZCi7k_RZ_Ak_5j2Qj6,A Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FU 7f7¢__R_ _CA_AE 4_Q_ffjpdff Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 F 7676 R Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 17676.15 3540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No R2 Q740.AWS.IG.FIN.48XZZA35,LQZ2qM ApprovedforuseoutsideHVHZ: Yes Ple— vDif ImpactResistant: No Design Pressure; +35/-35 Quality Assurance Contract Expiration Date Other: R-PG35. Units must be glazed in accordance with 07/20/2016 ASTM E1300-04. Installation Instructions FL17¢ Z6 R2 11 Install Instructs - 3540 SH FILI 48672 (A5 W- 2iff Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676. 16 3540 Triple SH 10804 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with Verified By: American Architectural Manufacturers ASTME1300-04. Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back E-E, CordbaCt % J5 1940 North Mrn—e -7 - the State of Florida Is all AA/EEO employer. privacy St- in q Under Fl—lbi law, email addresses are public records. It you to not Want your address released in response to a public records request, do not send electronic road to this entity. Instead, contact the office by phone or by traditional i-nail. If you have any questions, please contact 850.487,1395, iForsnaot to Section 455.275(1), Florida Sulbit-, effective October 1, 2012, hcensoes h-n,cd under chapter 455, F.5, most provide the Department with an email address if they have one. the ell-11 provided may be used for official communication with the keoSee. However email addresses are public record, It you do not wish to supply, Pp,y a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F,S_ please click tftlg, Product Approval Accepts; U i—GR T M littps: lltloridabLlildiiig.org/pt-/pr_app_dtl.aspx'?paraiii=wGEVXQwtf)qvl-'GY/`-`-`,sjr/`---"FR6fCj I... 5/26/2016 4 Florida Building Code Online Page I of*4 onda DepartmentoncbIrtmen, 6CIS Horne Loci in 1 User Registration Fiat T.P,C,5 I Submit Surcharge Stars & Facts Publications FBC Staff KIS Site Map 1 Irriks Search 3usines rofessProduct Approval4USER: Public Use, Regulation 10M, =WUMMM ProduCt A00coval Menu > PFqqijct or ApvhCdIhqQ Search > A2p& I ' > Application Detail fr Fl- # FU7676-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by D6PR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@r,niwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Unch, PE J Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Rand "r Y&M AAMA/WDMA/CSA 101/1,S,2/A440 2008 Equivalence Of PFOCIUCt Standards Certified By Product Approval Method Method I Option A Date Submitted 12/03/2015 Date Validated 12/04/2015 Date Pending FBC Approval Date Approved 12/06/2015 https://IloridabLlildiilg.or,,/pi-/pi-_app dtl.aspx'?paraiii=w(iEVXQwtl)qvF(-jYZs rZFR6f'G I ... 5/26/2016 Florida Building Code Online Page 2 of 4 FL # Model, Number or Name 17676.1 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.2 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: +40/-50 Other: LC-PG40, Units must be glazed in accordance with ASTM E1300-04. 17676.3 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure, +35/-45 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.4 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-47 Other; R-PG40, Units must be glazed in accordance with ASTM E1300-04. 17676,5 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure; +35/-47 Other: R-PG35, Units must be glazed in accordance with ASTM E1300-04. 17676.6 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Description 36x74 Fin Frame Certification Agency Certificate ELL7_QZG_R_z -Ac A Fin.&L4 df Quality Assurance Contract Expiration Date 0411212017 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 36x84 Fit) Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 0712712020 Installation Instructions FL17676 R2 11 Install - 3540 SH Fin 36x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 40x66 Fin Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 08/26/2016 Installation Instructions FL17676 R2 11 Insta - :540 SH Fiq 40x p f Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x63 Fin Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions 11 Install - in f Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 4402 Fin Frame Certification Agency Certificate FA_L7E§_Pj_C CAC A&Z2,%ffP- 15JQ-fM44-- Quality Assurance Contract Expiration Date 08/ 01/2017 Installation Instructions FLI7_ Q76_R2 II Install - jajQ_5t! Fin 44x72_pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party; Evaluation Reports Created by Independent Third Party: 44x84 Fin Frame Certification Agency Certificate FL1f f A AF 4 Fin 4Axa4_jp,0f Quality Assurance Contract Expiration Date 0411212017 Installation Instructions fj1762 122 II Install 540 SH Fin 444a4ad Verified By: American Architectural Manufacturers Association Created by Independent Third Party: littps:// tloridabtiiIdin&,,or,,/pr/pi-__appjtl.aspx'?paraiii-v(iI'VXQwtI)qvF(iY/""s Z-- jrZFR6tG 1... 5/26/2016 Florida Building Code Online Page 3 of 4 17676.7 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25. Units must be glazed in accordance with ASTM E1300-04. 17676.8 3540 SH Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35 17676.9 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-50 Other: LC-PG40 17676.10 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: LC-PG35 17676.11 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30 17676.12 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 Evaluation Reports Created by Independent Third Party: 52x84 Fin Frame Certification Agency Certificate y-15Ix 4,pdlf Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions Ek 17 76 R2 II_EL 17kZ¢ Rj_jL IijqkJLJ5_4k F tLiIL 52x_4 pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 3604 Finless Frame Certification Agency Certificate EU762,6_R2 C _CAC AEQ154P Fl,x jgdff Quality Assurance Contract Expiration Date 08/28/2017 Installation Instructions 0 MZD-Z-0-f Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports EL_1 7-0 7 Q 2 AE 51 2.{ldf Created by Independent Third Party: Yes 36x84 Finless Frame Certification Agency Certificate AP 4 F x pdf Quality Assurance Contract Expiration Date 07/27/2020 Installation Instructions EL.LZ6 6 &2 1 p f Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports ELJ7_ Q A .51LU3_15, 4 F 4 Of Created by Independent Third Party: Yes 4402 Finless Frame Certification Agency Certificate FL17676 R2 C CAC APC 3540 FLS 44x72.Ddf Quality Assurance Contract Expiration Date 08/28/2017 Installation Instructions E1-1767!6_ R2 11 08-012478- IQ_pdf Verified By: Luis R, Lomas, PE PE-62514 Created by Independent Third Party; Yes Evaluation Reports EL17676 R2AE _511_84_9B pgj Created by Independent Third Party: Yes 48x96 Finless Frame Certification Agency Certificate 4FL.$AWkRdf Quality Assurance Contract Expiration Date 08/28/2017 Installation Instructions ELL7676_ R2 llQ8-013Z_IB lLpdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports ELI70Z(5 Created by Independent Third Party: Yes 52x62 Finless Frame Certification Agency Certificate ELL U---6.2 6---R--2.-,-C-, -CC——A-AE C_q5A_Q, FL_$ _5_Z 2 Quality Assurance Contract Expiration Date 08/27/2017 Installation Instructions EL 1ZL 6R2. It 8A2 2626-1 2 p d f Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports littps://Iloi-idabLlildin(,.oi-(,/pr/pi- app dtl.aspx'?paraiii=w(il-VXQwtl)qvf-'GYZsjrZFR61'G I... 5/26/2016 Florida 131-lilding Code Online Page 4 ot'4 I EFL1176Z6--92 AE-5SA220 f -mi;L Eleated by Independent Third Party: Yes 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ. No FL17§76 Approved for use outside HVHZ; Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL177Q R2 It Qa.:Q7 AJ3&qf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL177R2 AE 51jQjQ&jZZQpdf 17676.14 Created by Independent Third Party: Yes 3540 5 H 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/- 25 Installation Instructions Other: R-PG25 Verified BY: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S12141 2540 Fls 52&84kd Created by Independent Third Party: Yes 17676.15 3540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No R2 Q7326.Q1 354 W Fl X7Q-1,; fr,7'nir,, Approved for use outsideHVHZ; Yes ftylw Impact Resistant: No DesignPressure: +35/-35 Quality Assurance Contract Expiration Date Other: R-PG35. Units must be glazed in accordance with 07/20/2016 ASTM E1300-04. Installation Instructions FL17676 R2 II Install Instructs - 3540 SH FIN 4802 As LULQM-2d-f Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676 16 e SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No ELI76 6R2 C_CAC _A_P(L354&fl$F__ m 1Q@XZ4A?0f Approved for use outside HVHZ*. Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/ 12/2017 Design Pressure; +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with R2 11 Install - 3S40 SH CHS_fjn_jDA&ZApijf Verified By: American Architectural Manufacturers ASTM E1300-04. AssociationCreatedbyIndependent Third Party: Evaluation Reports Created by Independent Third Party: FEkl F------,l 1940 North morime streejTslhhassee fl 32399 a -long -411-j&24 The State. of Flood.,, an AA/FE:O employer_ Cq WjqhL2— Q97-20J3 , F 9 U., -S duluy -o'eA.— p no I'ti Tii'A' _5LqLMW &- — -ao-is -ghj_qqLUnderFloridalaw, entail addresses are public records. If you do not want your e,noad address released in —tion- to . public request, d. .,of send ele, orcinrc to this entity, Instead, contact the office by phone or by traditional marl. If you have any questions, please contact 850,487,13W *Puroodit to Section 455.275(l), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S- must provide the Department with an email address if they have one. The ornaft provided ,,.y be used for official communication with the licensee- However email addresses are public record. It you (to not W4511 to supply a personal address, please provide the Department with an orroul address which can be made available to the public. To determine it yen are a licensee under Chapter 455, F.S,, please click here _. Product Approval Accepts: gn IWR F l M littps:HtloridabLlildiiig.oi-(:,,Ipi-lpi-_ app—dti.aspx'?parai,n=wG[.I'VXQwtDqvFGYZs. rZFR6tG 1... 5/26/2016 MGMii Validattx 1 Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval Is based can successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by are AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMAIWDMAICSA10111.S.2/A440-08 LG-PG40"-914x2134 (36x84)-H Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO, SERIES MODEL & PRODUCTDESCRIPTION MAXIMUM SIZE TESTED MI Windows & Doors, LLC 3540 SH (FINLESS) FRAME SASH 7157 PVC)(OIX)(IG)(INS GL) 914 mm x 2134 mm 67 rnm x 892 mm Code: MTL REINF)(TILT)(ASTM) 3'0" x TO") 2110" x 2'11") 2_ This Certification will expire July 27, 2020 (extended from July 27, 2015 per AAMA 103-14a) and requires validation until then by continued listing in the current AAMA Certified Products Directory. a. Product Tested and Reported by: Architectural Testing, Inc. Report No.: B1910.01-109-47 Date of Report: August 15, 2011 Date: April 16, 2015 Cc: AAMA JGS ACP-04 (Rev. 1/11) Validated for Certification AL ' 46L oci led Laboratories, Inc. Authorized for Certification AmericW Architectural Manufacturers Association REV4S M;,=X. 1111,11,1A L L' 4 VAX, L,'0WA,:A_'y SP/-'CED, SEE AN"'HOR' CHAT J" FFT I FOP UNIT 7 AND ',,NCIHOR Q! J A N'i I T)" J_ - 4" MAX. 84 MAX. F RA M E HEk3H i SERIES 3540 FINLESS PVC SINGLE HUNG -WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING i IMPACT RATING 40. 01-50. OPSF NONE Number of anchors required at each jamb Height in) Panel width (in) 24. 0 30.0 136.0 24. 0 2 2 2 30. 0 2 12 2 36. 0 42. 0 3 3 3 3 3 3 48. 0 3 3 3 54. 0 3 3 4 60. 0 4 4 4 66. 0 4 4 4 72. 0 4 4 5 78, 0 4 4 5 84. 0 1 4 5 1 5 SHEET NO, TAPI F OCOINTFNTS I D' ESCRPTIONEL_EVATIDS. Fr~ HOR.N-1 Ay`TS AND NOT,`7_ iN'STA LLATION DE7,,`,,ILS N , 7 F S I Ai D tVA I A T R F I,) I 1 C, D L,`A BUiLJDING CO"Di". 2 IN 0 0 D F V; i,,.D k,"S,21NRY OPENIN- TO B [),-,IGNFD AND ANC ORED 71.i G L C, LS STr- 01-,' U'Rfil. , AS (N R y 0p.NART OF C',R`. S OPT ONAL. NH ER, F X f S 1,,. 7 _'11 H "L _3 AR ' LP` J AILD WJ11-11 OVLDl., A I N G 0! 7 AN's 0 S7,41, I7y nF I! 'E. tv!:P R A F " N 7 7 -7 C, N C, F CCATN,',- 0 P MMpR _ PP, N Ti ;j El''`G"NEER OF RECORD. C 7 4 A,, 11,5 L JE I ''FSIN PEASE OF 1 /3 WAS N07 USED N "HE DESICSN CWA T H E ID DO C T S -4 NR`_ I N. 'NIND LOAD,, Du!RATFION F A C I 0R (_.d 1 .6 INAS USFD FOR NOOD 1-^tNC-1C):R, 5) FRAME VAJER:,%i_: EXTRUDED RIGID PVC. 6) SAi uNi-_,> !,,I_ J`E-*,F WITH G;Iv1L-45"- 020 STFEL RF:NFORrFVFN-. F H N F0 R C FD 'N 1), 4 S - 020 ' S -FF L RE"I N t'O P',M V,T El ING PAIL S V J' -7 7 `1: UN! T 'S 1v4 7 P, 7 ED ,ERZ ASTY,, E1300-04, 8) APPROVED, VP,IICf PL()ILCTNE SYSTEM IS REQU EE'D FOR ' HIS PP`<0D1JC-I WIND 9' SHIM AS AT „NSTALLATiON ANCHOR WITH LOAD BEARING SHIM. SHIM S[" ACIE :_'D 1 16" (DR GREATER OCCURS, MAXIMUM ALL'OWABLE SHIIvi L S ACK 0 `1 FOR AC NTC VASONRY/CONCRETE (USE 3/ 16" TAPCONS WiTH SUFFICIEN-1 ENGi H -0 1/4" MINIMLJhvl, EMBFDMENT INTO STUBS TRIA;F llh-H 2 5/8" MIN(MIJM R`)GIf) I S A N CF. LOCATF ANCHO:_? S AS SHOWN IN E[.[`vkTiC;NS AND INSTAdLILAT":0N DET,`,k,,S. I i FOR ANCS NTCI "NO'OD FRAMING OR 2X BUICK USE `8 WOOD SCREW W;TH j r - SUFFICIENT LENG11i 70 ACHIEEVE A 1 3 /16" MINIMUM EMBEDMENT INTO SIJBS_TRATE. I11(,CAT[,_ AN AS SHO'vVN IN ELEVATIONS AND INSTIALLATION DETAILS. 2 A 1 1 F;,.S N IT. 'S, B,: r'OR`OSIO',j' PF- S, TANT, s 7' CC A "Ci-ir, Bf N NSIRIJCflONS, AN' ANCHOR-ZS SHALL NOT 1,,4 A Nu FA LLA B T'-,,<FNGTIDS LESS THAN IE MINWUMSl',FNG rILHOvlv A F) M'INIMUI,4, CPAVITY ") F G) = 0. 4 BCONCRETE Vh.,N1!IAI_j1, IA 1'_' 0MP_-1,ES(S!V'; STRENGTH OF 3,192 PSI. C-90, GRADE N. _YPE 1n,R C, VA<CNPY -5-) AS T M 7E`TE:D" MI WINDOWS AND DOORS 650 WEST MARKET STREETGRANTZ, PA 17030-0370 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED - NON - IMPACT 36" X 84 ELEVATION, ANCHORING LAYOUT AND NOTES R AW N. NO, PE"i V. L. 08-01372 D SCALE NTS L) A T `_' 10/17/ 1 1 T -_HFET 1 OF 3 SIGNED: 1012112011 L 0 NN TATFO"F-t4- 0 AAL X B J S 7 1, t," F3 jL A D 77) B T p D P A D R C) v i7'D AN - INTERIOR E- B D f--" F 4", E: D, V- 2 X PL VERTICAL CROSS SECTION x2X BUCK WOOD FRAMING INS TALLA TION m it' F- th"C"OD r-RLVV INTERIOR 2 x J C E E PE Y D, WiNarom S A, A HORIZONTAL CROSS SECTION 2X BUCKIWOOD FRAMING INSTALLATION X EXTERI( SF_71N BELD OfF 1_--4 j Aj1,1T X K D 0 P E R LY S E C, R DID, V"T F 3 S H F-T YERTICA41-CROSS SECTION MASONRYICONCRETE INSTALLATION m s E, N iDtC VE VAX. D.N R 'Y/r'0',; '_R L E y 41JUAI t 2 0, T 1,C)NA X BUCK Pv EXTERIOR r< HORIZONTAL CROSS SECTION MASONRYICONCRETE INSTALLATION kJOT M1 WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED — NON —IMPACT 36" X 84 INSTALLATION DETAILS TAT 9 OF V. L. 08-01372 Al. NTS 17/10/11II I " 3 OF 3 L. Roberto Lonias P. E. Engineering Evaluation Report 1432 Woodford Rd, Lewi,wille, NC 27023 Report No.: 511989 336-945-9695 r1Iomas@IrIomaspc.com Manufacturer- MI Windows and Doors 650 West Market Street Grantz, PA 1703"370 Product Line; Series 3540 Finless PVC Single Hung Window - Non -impact Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9N-3. The product listed herein complies with requirements of the Florida Building Code, Supporting Technical Documentation: 1. Approval document: drawing number 08-01372, titled Series 3540 Finless PVC Single Hung Window- Non - Impact, signed and sealed by Luis Roberto Lomas P.E. 2, Test report No.. B1910,01-10947, signed and sealed by Michael D. Stremmel, P.E. Architectural Testing, Inc. York, PA AAMAIWDMAICSA 101/I.SZA440-05 Design pressure: +40.10/-50,13psf Water penetration resistance 6.06psf 3. Anchor calculations, report number 511989-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: +40.0/-50.0 psf Maximum unit slzw 36" x 84' Units must be glazed per ASTM E 1300-04. Frame and sash material: Extruded Rigid PVC. Sash stile and rails and fixed meeting rail reinforcement: Roll formed steel. This product is not rated to be used in the HVHZ. This product is not Impact resistant and requires impact protection in wind borne debris regions. Installation: Units must be Installed in accordance with approval document, 08-01372. Certiftcation of Independence., Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s), 1 of 1 P, L 0N . V X!e 0 tp 0 51 TAT 0 F 0 f Stt jNAi., Luis R. Lomas, P.E. FL No.: 62514 11 /0712011 r Florida Building Code Online Page I of 2 13CIS Home Log It, Use, Registration Hot Topics Submit Surcharge Stars & Facts publications FBC Staff j BCIS Site Map Links Search Product Approval USER: Public Use, ft2quL- ,I I > aL z 11 1 11 > a2acation t iff > Application Detail FL # FL 18644-RI Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments 02/18/2016 v.date. set to reapply per S^Urich's req.zb,02/25/16 Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsithnger@miwd. corn Brent Sitlinger bsitlinger@miwd. com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Uanslm: d AAMA/ WDMA/CSA 101/1,S. 2/A440 AAMA/ WDMA/CSA 101/I.S. 2/A440 Method 1 Option A 02/ 18/2016 02/ 25/2016 02/ 25/2016 XIm 2005 2008 littps: Hfloridabuilding.org/pr/pr_app_dti.aspx?parai-n=wGEVXQwtDquIGtg5bCXRsfAEr... 5/26/2016 Florida Building Code Online Page 2 of 2 Summary of Products FL # Model, Number or Name Description 18644.1 3500 PW 81x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No Ml - P X-Q1Q1 Approved for use outside HVHZ: Yes Ix(I-adf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure. +50/-50 04/30/2021 Other; FW-LC50 Installation Instructions Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 18644.2 3 5O 0 P W 81x63 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ. No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/18/2017 Design Pressure: +35/-35 Installation Instructions Other: LC-PG35 Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports Af Created by Independent Third Party: Yes 18644.3 3500 PW 6006 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No F L Ak-lij W-0--p-0 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/08/2020 Design Pressure: +50/-50 Installation Instructions Other: LC-PG50 Verified by: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 18644.4 3500 PW 96x60 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ. Yes KM(1 i f Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-60 04/30/2021 Other. LC-PG50 Negative DP=-60 Installation Instructions Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports F1 18644 ul AF Ua Created by Independent Third Party: Yes L—VII siit T IF q NWMt_0kAV_jWA The State of Florida is an AA/EEO employer, Copyuglit 2Q07 :eLlyjjcv Statement:: A: itald:X5tateMeoL :! Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to 9 ocher, 455,275(1), Florida Statutes, effective October 1, 2012„ licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for Official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine Typo are a licensee under Chapter 455, F.S., please click U2=, Product Approval Accepts: IM WN E3 M 7-W- https:Hfloridabuildiiig.org/pr/pr_app_dti,aspx?parain=wC,EVXQwtDquICitg5bCXRsi'AEr... 5/26/2016 0 Florida Building Code Online Page I of I PICIS home Log In User Registration Hot Topics Submit Surcharge Stars 9 Facts PublicationsF6C Staff 13CIS Site Map Links Search PBe. Product Approval rofess&l USER: public Use, r 1 1 A rm Application List ftt Search Criteria R_qfi _UeS(-,jArLh Code Version 2014 FL# 18644 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL C.—h D.—Ift. - A-1i,.#,i— FL# ilitilidl 010"Ay 5"'t-V-5 ELjqk44 Revision MI Windows and Doors Steven M. Unch, PE Approved Category: Windows 717) 932-8500 Subcategory: Fixed e,p,,,v— oy n"' "'P-- ny Contact us I ---- 1. 11100 ph.— sn-487- I A2a The, State of Florida is an WEED employer, to of Florida.:: fluydcv Statement :: 6c 2sitbildy Statement :: Refund statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 850.487,1395. "Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MWEEM wi kurHA - , t" , im https:Hfloridabuilding.org/pr/pr—app_lst.aspx 5/26/2016 Validator I Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION EI 1 ul The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory, The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory, 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMA/WDMA/CSA 101/i.S.2/A440-08 LC-PG50-2057x1600 (81 x63)-FW COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION 3500 PW FRAME MI Windows & Doors, LLC 8817 PVC)(0)(IG)(INS GL) 2057 mm x 1600 mm Code: MTL ASTM) 6'9" x 5'3") 2. This Certification will expire April 30, 2021 (extended from April 30, 2016 per AAMA 103-15) and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: B9102.01-109-47 Date of Report: May 29, 2012 Date: February 15, 2016 Cc: AAMA JGS ACP- 04 (Rev. 1/11) Validated for Certification h, 44- A oci +tedLaboratories, Inc. Authorized for Certification Ameri Architectural Manufacturers Association REVsioNs NOTES: l5FOR ANCH0R|NQ THRDUGH FRAVE |NTD DOD FRAM|N 0R 2X BWCK USE »8 OD 7 ' THE DRODHEPBW |S DE -SIGNED', AND WANUFACTURED TO COMPLY V|TH TO HVl l/4^|}WBESCPEAS WITH SUFFC|ENTLENGTHEMENT |NTO RE")U|#EMENTS 07' THE FL P|D A BU!LD|N0 CDDE ' SUBSTRATE. LOCATE ANCHORS AS SHOVYN |N ELEVATIONS AND |NSTALLAT0M DETA|L 2, VVOOD FRAV|G, AND MASONRY OPEN|NC TO BE DES|GNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRA|N AWD MASOWRy OpEN|M | THE l FOR ANCHOR| THROU H FRA E |NTO W SONRY/CONCRETE U E ]/16^ TApCO g WITH, HESPOMS|B|UTY OF THE ARCHITECT O-" ENGINEER OF RECORl SQFF|LENGTH TO ACH|EyE A 1 7/4^ N|N|MUV EMBEDMENT (NTD SUBSTRATE |TH 2 3, IX BUCK OVER WA5ONRY/CDNCRETE |5 OPT|ONAL. l '2'' M|WWU ED E D|STANCE. U]C4TE NCHO 5 AS HDVY |N ELEyAT|ONS AND NSTALLAT|OM DETAILS. 4 YYHERE SHIM OR BUCKISLESSTHA"i l-7/2' VY|NDOYV UNITS U5T BE AWCHDRED THROUGH THE FRAME IN AC OROAMCE VY|TH M4MUFACTURER'G pUBL|SHED l7 FOR ANCHDR|NQ THROU H FRAME iNTO ETAL STRUCTURE -SE 8 S D SELF D|LL|NQ SCREN'S YViTH SUFRC}ENT LENGTH TO ACH|EVE J THREADS M N|VUM BEYDWD STRUCTURE N5T4LLAT0N A0CHORS 5HA1_L BESECURELYFASTEN[D DIRECTLY |NTO NTER|DR VVALL LOCATE ANCHORS S' IN ELEVAT|D!IS ZNO {NSTALL T|ON DETA|LS VASDNRY. CDNCPETE OR OTHER STUCTURLSUBSTRATE VjATER|AL l ALL FASTENERS TO BE CORROS|ON RE5|5TANT 5 YVHERE ODD BUCK TH| C ESS |5 1-/2 OR GREATER, BUC SHALL BE SECURELY l9 |N5TAT|ON ANCHOFS SHA NDLL4LL 8E |TALLED |N ACCORDANCE YV| TH A0CHDR FA TENED TO A QNRY. COCRETE OTHER TRUCTURAL UB TRATE YY|NOO UNITS MAY ANUFACTURER5 |N5TALLAT|0N |WSTRUCT|DW5 AND 4NCH0R5 H LL NDT BE U ED |N BE 1NCH RED THRQU H FRA E TOSECUAE VVOOD BUCK |N A CO D4NCE VV|TH SUBSTRATES yV|TH STREN THS LE58 THAN THE M|N|U TREN TH 5PEC|F|E BELOVY MANUFACTURERS PUBL{SHED |NSTALLAT|ON |NSTPUCT|ONS A. YVDOD - |N|U) SPEC(F|C CRAV| TY DF C=D 42 6YVMERE 1X BUCR |S NOT USED D|SSIM| LAR VATER|ALS UST BE EPARATED VY|TH 4PPROVED BCDNCPETE - |N|UM COMPRESBVE TREN TH OF 3.192 PS' CCAT |NG O; MEWBBANE SELECT|ON OF CDATiNG OR MEMBRANE \ 5 THE RE- SpONBB|L|TY DF CMASCWRY - TRENrTH COMFOR 4NCE T A5TM C-9O^ RADE N. TYP[ l /R GRE TER\ THE ARCH!TECT OR ENGIWEER DF RECORD ' DMETA- STRUCTURE TEEL 78. 3K| OR ALU|U GOG-T 7 / TH|C |N|MU'M 7. BUCK5 SHALL EXTEN BEYOND |DOVY |NTER|QR FACE D THAT FVLL FRA E SUppORT iS 2O GEO ET/C HAPE ARE ALSO APPROVED APPROYED EO ETR|C BH PES D|EN|DNS pROV|DEDS--HALL NOT EXCEED |NS-CR|BED D|MENS|ONS OF APPROVED RECT4NGULAR ASSEMBLY OVY S. FDR F|N iNSTALLAT|ON SHIM AS %EEOED, FO;: FRAME !NSTALLAT|OM ' SH|W AS U|RED AT |N SHE2 V|TED TO SHAPES SHOVYN HE BW EACH ANCHOR LDCAT|D VY!TH LCAD BEARING 5H|M VV SH|HERE OR REATER OCCURS, MAX MUN 4LLDAIABLE SH|M STACK TO BE 1/4'' g SHVS SHALL BE LOCATED, APPLIED AND VADE k!"ATER|AL'S AND TH| CKNESS CAPABLE OF U TA|N|N APPL|CABLE LDAD5 1D VV|WD LOAD UURAT|DN FAC-OR ',--d=1 6 WAS USED FC, R WOOD ANCHOR CALCULAT0MS ll F_AVE WATERiAL: EXTRQDED R|G|D PVC 12 UNITS WUST 8E CLAZED PER 45TM El300-04, IAPPPOVED |1,11PACT PROTECT|VE SYSTEV IS FDA TG PRODUCT IN WIND BOP0[ DEBF| S REG|ONS 14 FUR A-NCHOR|NG FIN |NTO VYOOD FRAM NO R 2% BUCK USE #6 VYOOD s cREVVs YV|TH 5UFFiC|ENT LE%GTH TO A(_'H|EVE A l l /4" M|N| MUM, EMBEDMENT |NTO SUBSTRATE LOCATE 4NCHO 5 AS SHOVVN |N ELEVAT|ON3 ND |NSTALLAT|QN DETA|LS SIGNED: 09114<20/ 5 MI WINDOWS AND DOORS oltlitt/o/I 650 WEST MARKET STREET ..4111 OF CONTEN-S NOTES ' A OU OF NOTES OF 7 SERIES 3500 & 3540 FIXED WINDOW EXTERIOR VIEW FINLESS & FLANGE INSTALLATION NOTES: 7 2. (2) X '/8" *EEPSLOT AT 2" FROM E"C'E C)- SILL FACE FIN INSTALLATION 2" Vt'-,X- 1 2" VVX, SIGNED: 0911412015 hC(DID FRAMiNG3 OR 2X BUCK BY 0117"F_RS ACKER ROD APROV':-'D S ALA, N - D c, APPROVEL SEAD', Nl- VVCGEI lFPAVhN--1 OR 2X RUCK BY 07r7-'-ps 1/ 4" MAX, SPACE - BF S7- N A 4r OF APPPOVED SFA T L - Arl, M S T R U C 7 'U'R E BY 3T"-Eps APCIROVELTD S EXTERIOR BE E N A E3 E -',, 0' APPPCV':- D SE--ALAN- RACK] -,- P OD 4" MAX. APPRO',i--D METAL R v VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/ 4" SHIM SPAC7- REV IA 1/4" rl,,:N FME3FDVENT 7 ' / 16" M D(-" E DlSTANCE- 8 NOOD TO - P, S, T SCREvV BED OF- APPPOVED SEALANT OR 2X BUCK INTERIOR BY 0ERs REV S 10 NS D C S '— R t PTI 01 N DATE IPPROVED SHIM S;DACc INTERIOR BACKEP ROD AZDR- Jv-D SEAL " N 7 iEXTERIOR rV, A'7 0 11, y S-EEE- _3 7 z"' '4 " t,,,,A X M, H SPACESE, LA%T S - EAl. 0 BE SFT APPRCVED DESCRfPTiGN 1 4 V1 N. E AC K = R 0 EXTERIOR SE -A - ANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 & 3540 FIXED WINDOW 81" X 63" NON -IMPACT FINLESS INSTALLATION DETAILS DRAWN: DWG No" N.G. 1 08-02818 SCALE NTS 1:"TE 9/13/12 1 SHEET 4 OF 7 DATE APPROVED, SIGNED: 0911412015 REsiol%ls k4iCOD FPAMi,10 OR 2X BUCK Dv C'T"Rs E- ACKER ROD APPROVED EA LA, N EXTERIOR ROD ppolv D c_— HALAki' v"COC FRANI:NS OR 2X BUCK BY OEps METAL BY 3THEPS APP;-':C) V_D SEA A.% V S AC iEA'_" TO BE SE- N A B E D OF APROVED SE- ALaNT Sl;_ -0 B--" SE' N A B ED 0 - APPROV-D HA BACKER POD SF11m SPA-- N IM Z_ T AL T s rp I-) C f p BY OTHFPS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 MAX, SH! M SIZIACE 3:-D OF APP-ROVED% SEEA(_ Ar-,T VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION ViN V 5 E- 1 M E % T I ED07E DISTA' NCE SC R E' a.i C C R 2XBUCK Bv Rs DESCR§ PTION T- t DAAPPROVED 4" VAX. S 1 M SPA C E woulffaynd ACKER ROD F A I 'N_ 1 L 0 S t- 7 JAMB INSTALLATION DETAIL iN A BED 0' t- WOOD FRAMING OR 2X BUCK INSTALLATION A-P L F, ROVED SFi%LA,`-J s4v s'-'ACE 5118" V, N, SE_-_ DP'LLINS s C E 1rli s METAL S T P LJ C -7 U RE BY 01H E P S 1 /4" IMAX. H M S P AC E INTERIOR BACKER ROEEXTERIOR APPRII-IVED', SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 & 3540 FIXED WINDOW 81" X 63" NON —IMPACT FLANGE INSTALLATION DETAILS DpArilll WG Na. I N.G. 08-02818 LATE SHEET N T S 9/ 13/121OF7SIGNED: 0911412015 E'V s 0 1%, S_ n4 <4 X 4 7 7-7— H PACKED ;rP Lj A x i L A LA N T u PT'CNAL II X S E E7 N 0 E 3 - 7 SEE- , CO" N C R E__ 7 E//V A S 0 t\ R, Y BV C_JEpsEA BF S-T N A B E D 0 A:DPP'_"' VED SE-ALA'NT VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION SEAbLNT L X 5 - 3''CK7 uri 16, A- C C', N REV DESCRi;> ONI 1 1/ 4" M'N. y1, MENTill/L" MAX. INTERIOR EXTERIOR SE,`' - AP' T JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 & 3540 FIXED WINDOW 81" X 63" NON —IMPACT FLANGE INSTALLATION DETAILS DRAWN, DWG NC. N.G. 08-02818 SCALE NTS ID"T 9/13/12 1 S EET6 OF 7 oATE APPROVED SIGNED: 0911412015 0 FN 5TATE OF 0 OV,• REV sm%ls NDTES: iTHE P ODUCT 5HOVv0 HEREIN |3 DE5 NED AND ANUFACTURED TD CO PLY YV|TH REDU|% EMENT5 OF THE FLORIDA BU|LD|WG CO(E 2 ' NOOD AND YASONRY OPENING TD BE DE5/QNED AND ANCHORED TO PROpERLY TRANSFER ALL LOADS TO STRUCTURE FRr,%WING' AND YASONRY OPEN|N RE5PONS{ B|L|TY OF THE ARCH|TECT Q:: ENgNEER OF RECO D 3. lX 8UCK OVER M4SONRY/1CONCRETE |5 DPT|DNAL 4, VVHERE SHIM OR BUCK 7-1-i|CKNES5 B LESS THAN /2- VV|NDOYV UN|TS MUST BE ANCHORED THRDUGH THE FRAME IN ACCORDANCE VV|TH M4NUFAC7UREP'S PUBL&HED N5TALLAT| ON |NSUCT|ONS. C,RS SHALL BE SECURELY FA3TEWED D!RECTLY |WT MASOWRY. :ONCRETE OR DTHER STRU-TURAL 5UB TRATE YAJER|AL 5VVMERE VVQOO BUCK TH|CKN[SS I l-l /2~ DR QREATE. BUCK SHALL BE SECURELY FASTENED TD NASONRY, CONCRETE DR OTHER STRUCTURAL 5UBSTRATE. YV|NDDVV UNITS MAY BE F-R4MIE TO 5ECURED VVO0D BUCK |N A_"CORDANC[ VV|TH VANUFACTUREP'S PUBL| SHED |NSTALLAT!ON INS TRUCT!DNS. G YVHE E lX UC S NDT U5ED D!5B|LAR ATER|AL UST BE 5EPA ATED YV|TH 4PP OVED COAT|0 OR E BRANE SEE|TO| S RESPO§S|B|L|TY QF THE ARCH|TECT OR ENGINEER DF RECOPD 7BUCN SHALL EXTEND BEYOND N|NDOVY |MTER0R FACE 5O THAT FULL FRA E UPPORT | PR V1DED, S. R]R F|N | NSTALLAT|ON 5H|M AS FDR FPAME |NSTALLACT|ON SM|M AS REOU RED AT EACH LOCAT|UN VV|TH LOAO BEAR|Nrl' SH|M. SH|kvl WHERE SPACE OG^ QR REATER OCCURS, AX U ALLO A8LE SH| STAC TO BE 1/4^ 9. -,H|S, SHALL BE LOCATED. APPLIED AND YADE FROM Y ATER|ALS AND TH|CKNESS CAPA8LE OF SU TA|N| 4PPL|CABLE LOAD 1OVV|ND, LOAD DUR8T|ON FACTOR Cd=1.8 A5 USED FOP, VVOOD ANCHOR CALCULAT|ONS ll FRAME YAJER|AL: EXTRUDED PVC. 2. UNITS BE ZED PER ASTM El300-04 l APPPOVED |MPACT PPOTECTiVE SY TEy iS_{}Ui OR TH|S P DOUCT |N VV|D BORNE DEBRS REQNS 74 FOR ANCHOR|NG THROUGH FIN | WTD WOO,' FRAM|NG DR 2% BUCK USE G YYO O CREYY5 VViTH SUFF|C|E T LE TH TO A H( EVE A 1 l/4~ |W|NU E BED ENT |NTO UB5TPATE LOCATE A HOR AS SHQVV0 |N ELEVAT|DW AND |0 TALLAT|DN OETA LS TABLE OF C0NTENT SHEET NO,| DESCR|PT| 1 NOTES 2 ELEVATIONS nE'%/ ocscRIpnow DATE | xppno,cs l5RJR ANCHOR|N( o- THRQU(' H FpAME |NTO INOOD FRAN, 1|N(S OR 2X BUCK U5E #B "NOOD SCPE,NS WITH SUFFICIENT LENCTH TO ACH|EVE A 1 l ' 4^ M(W|WUM, EMBEDMENT |WTO SUBSTRATE, LOCATE ANCHORS AS SHOWN |% El EVAT0NS AND |N5TALLAT|ON DETA| LS 16. FOR ANCHOR|N THROUGH FRAME |NTO WASONRY/CGMCRETE USE -1/ 16^ TAPCONS YV|TH UFF|C!ENT LEN TH TO ACHIEVE A 1 7/4^ M|N|MUv! EMBEDMENT |0TD UB5T ATE VY|TH 2 l '2'' W0,1UW EDGE D|STANCELOCATE ANCHORS AS SHOVVN iN ELEV4T|ON AND NSTALLAT|ON DETA|LS, l7 FOR ANCHOR|NG THROUGH FRAME {NTO WETAL STRUCTURE U[ #B SMS OR SELF DRILLING SCREYKS VY|TH SUFFICIENT LEN-TH TO ACH|EVE I THREADS M| N|MUM BEYOND STRUCTUPE A|NA|DN |NER|OR V4LL L3CATE ANCHORS AS SHOVY |NELEV T| ON lB, ALLFA5TENE7STOBECURRD5|ON PE5|5TANT. lg |MSTALLAT| ON ANCHORS SHALL BE |NSTALLED |N ACCDPDANCE VV|TH ANCHDR MANUFACTURER'S INSTALLATION |NSTRUCT|ON5 AND ANCHORS SMALL NOT BE USED |N SUBSTRATES VV|TH 5TRENCTHS LESS THAN THE M(N|UY STRENSTH SPE(`| F|ED BELDYV: A, VVOOD - M|N|MUV 5PEC|F|C 0RAVITY OF =O 42 BCQWCRETE - M|N|MUM COVPRESS|VE E T Nr TH OF 3. 192 PS| C A5ONRY - EN T CONFOR ACE TD A5TY C-9O, GRADE N. TYPE l /R GREAT[), D 'METAL 'TRUCTU E: STEEL 18GA. 33KS| OR ALUY,|NUM 6O63-T 1/ 8' 2O, GEDMETR|C SHAPES ARE ALSO APPROVED. APPRDVED 0E0VE7_R1C SHAPES D|WEN& 0NS SHALL NOT EXCEED |@SCR|BED DIMENSIONS OF APPROVED RECTAN QLAR A 5E BLY SHOYYW 2 CEDMETR|C SHAPES AR' NOT L|M|TED TO HAPES ;OVVN HERB SERIES 3500 & 3540 FIXED YY|NDOYY 81~ X 63" NON -IMPACT NOTES DRAWN: NO N.G. 08-02818 SIGNED: 091/4120/5 8,1" m4xFpiwE vvc SERIES 3500 & 3540 FIXED WINDOW EXTERIOR VIEW FINLESS & FLANGE INSTALLATION DESIGN PRESSURE RATING IMPACT RATING a 35. OPSF NONE NO- i ES: D.- 9 i.': 77 /8" X 5 /8" 2. ( 2) l" X /8" 0i'EH-PSLOT A2" FR-O'M E:)CE OF SILL FACES X m A, x Ax, 2" Y,, A X, 63" MAX. fi. Fv: 7 H rH- 7 SERIES 3500 & 3540 FIXED WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50.OPSF NONE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 & 3540 FIXED WINDOW 81" X 63" NON —IMPACT ELEVATIONS DRAWN DM, NO. N. G. 08-02818 SCALE NTS DATE 9/13/12 1 SE" 2 OF 7 SIGNED: 0911412015 L. Roberto Lomas P.E. 233 W. Main St Danville, VA 24541 434-688-0609 rllomasOrlomaspe.com Manufacturer: MI Windows and Doors, INC 650 West Market Street Gratz, PA 17030 Engineering Evaluation Report Product Line: Series 3500 & 3540 Fixed Window 81" x 63" — Non -Impact Report No.: 513610 Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02818, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: B9102.01-109-47 signed and sealed by Michel D. Stremmel, P.E. Architectural Testing, Inc., York, PA. AAMAM/DMA/GSA 101/I.S.2/A440-08 Design pressure: t50.13psf Water penetration resistance 7.52psf 3. Test report No.: D3210.01-109-47 signed and sealed by Michel D. Stremmel, P.E. Architectural Testing, Inc., York, PA. AAMA/WDMA/CSA 101/I.S.2/A440-08 Design pressure: t35.09psf Water penetration resistance 7.52psf 4. Anchor calculations, report number 513610-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to installation details. Maximum unit size: 81" x 63" Units must be glazed perASTM E1300-04. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be rigid PVC. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document 08-02818, Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 R I tr0 //. arp . TAT V F - i QRtID 1::; AL Luis R. Lomas, P.E. FL No.: 62514 02/23/2016 Florida Building Code Online Page I of'3 bui 4 1,111"Nmm"", IIA1111" ell Mil", 'lli I' mm iilmll;Iil la 111 BCI$ home Log In i User RegISLI'aLtoll Hot TOPICS Submit Surcharge Sta(S & Facts Publications j FBC Staff BCIS Site MOP f Inks Search usines Product Approvalrofessit -'al I.M.: IONIC US11 Regulation Product or 8polication Search > appllcatlon Lfst > Application Detail FL # FL18504 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsiLlinger@miwd.com Authorized Signature Brent Sitlinger bsitlmger@rniwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1,/ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE 14 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 ELIM_RQ_COI FLQQLpdf 1710,53 Method 2 Option 8 https:llfloi-idabL]ilding.oi-glprlpr_app_dtl.aspx'?pat-aiii=w(iEVXQwtDqs9%2t"lo2ftCOhpJQ.., 5/10/2016 Florida Building Code Online Page 2 of 3 1% Date Submitted 09/01/2015 Date Validated 09/01/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products FL # Model, Number or Name 18504.1 M-1926 Horizontal Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum Span - 156-3/8", Impact Resistant up to Wind Zone 3 18504.2 M-1926 Vertical Mullion Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum Span - 84", Impact resistant up to Wind Zone 3. 185043 M-2285 Horizontal Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum span - 120", Impact resistant up to Wind Zone 3. 18504.4 M-2285 Vertical Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum Span - 84", Impact resistant up to Wind Zone 3. 18504.5 M-2302 Horizontal Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum Span - 156-3/8", Impact Resistant up to Wind Zone 3. 18504.6 M-2302 Vertical Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum Span - 84", Impact resistant up to Wind Zone 3, Description M-1926 Horizontal Mullion Single, Twin or Triple with Transom Installation Instructions Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL185Q4 RO AL 5120Z9A.Ddf Created by Independent Third Party: Yes M-1926 Vertical Mullion Installation Instructions FLIS504 RQ Il M-1926 ygrtical 08-01445A_&ff Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18504 RO AF 512Q0A.9_0f Created by Independent Third Party: Yes M-2285 Horizontal Mullion Single, Twin or Triple with Transom Installation Instructions Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18504 RQ AE 5125218,1?df Created by Independent Third Party: Yes M-2285 Vertical Mullion Installation Instructions Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports EL18504_R2_&E_512520A_pdf Created by Independent Third Party: Yes M-2302 Horizontal Mullion Single, Twin or Triple with Transom Installation Instructions Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18504 RO AE 512080A.12df Created by Independent Third Party: Yes M-2302 Vertical Mullion Installation Instructions FL18504 RO 11 M-2302 Vertical 08-01417Apdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports ELka5QLEQ_AE_5j2g7jA Of Created by Independent Third Party: Yes f !: 1940 North Monroe SrreeLjaaaha F 323 9 Ujaag• &50-487- 4 The State of Florida is an AA/FE0 employer, a[bqi: "cessiUlljSY{tgrnent:: 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 ruad to this entity. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850.487,1395. 'Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaits provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to https:Hfloridabuilding.org/pr/pr--app—dti.aspx?parain=wGEVXQwtDqs9%2f%2ftCOlipJQ... 5/10/2016 Florida Building Code Online Page 3 of 3 supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click ULo,. Product Approval Accepts: go m RE a jCredigKOE https://floridabuilding.org/pr/pr_app dtl,aspx?parain=wGEVXQwtDqs9%2P/o2ftCOhpJQ... 5/10/2016 N 0 T, ES. PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTIJRFD TO ZIMPLY Wlffl RLOUIRLMEN7S OF THE FtIORQA 3VIL0ING CODE, 2 INDOC FRAMING TO BE DESK;NEF, AND ANCHORED TO PROPERLY TRANSFER AL 1. : LOADS TO STPU'_TjRE. FRAMING IS THE RFS- CiNS1BilyfT OF THE ARCHTECT OR, F'4,51NFFR OF RECORD!., 3) ALLOWABLE STRESS INCREASE OF 11/3 'WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND !LOAD DURATION FACTOR C3=1,6 WAS USED FOR WOOD ANCHOR C-ALCULATiONS, 4) APPROVED IMPACT PROTECTIVE SYSTEM FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE: 3. 5) PRESSURE AND NiTALLATION DETAILS SHOWN iN THIS 7 . )ON, WINDOWS MUST Sc APPROVEDDOCUMENTAPPLYONLYTO, VULL UNDER SEPARATE" APPROVAL. 6) SINGI-E *NDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAINING WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC. Tj DESIGN PRESSURE OF IVUL' - ED UNIT SHALL HE CONTROLLED Bf THE ESSER DESIGN PRESSURE )r THE MULLION OR THE iNDTVIDUAL WINDOW OR DOOR UNIT. 6) MINI IS MAY BE MULLED 10GLIHER iNDE-FINITELY As LONG AS 's!N(;LL JN'T WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANC-40PED AS S"O"WN HEREIN, 9 MJLION INSTALL:,7;D.\ IS SHOlYN, PUL ON MAY BE USED N H,"'I;'ZONTAL APPLICATIONS AS LONO AS 0iMl_NSiONS INDICA'LE D AC-'D IARE, NCB' EXCE: D" D AND Ui-1 ON IS AJ,,CH0R-_ _,RD Nr, O THIS DOCUMENT, SlCN IARL1 lNSTFRUCTIIONS: 1) OFFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE r Y,PTF,R 16, 2) DE-FR-WNE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED, SEE FORMULA FOR TRIBUTARY WIDTH. 3) SPAN f',JNj7MULLION HFIGHT) AND TRIBUTARY WIDTH. AT INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIC71H RESPECTIVELY IS THE I,,JULLION RATiNG FOR PRODUCT iN STEP 2. MULLION RATIN', MUST BE EQUAL OR GREATER THAN REOUIRED DESIGN PRESSURE 09TA"NED N STEP i. F_ TRIBUTARY WID-d -= WI + W21 i__ --- ------- 2 RMIONS REV I DEsmp-InN I CA'E APPROVO A I REInSEO INSTA"TION DETAILS 1 Oe/07/ i 5 iR.L. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #110 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAlS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPGON WJrH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT WITH 2 1/2- MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) ALL FASTENERS 70 BE CORROSION RESISTANT. 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE ''KITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STPFNf,7HS IFSS THAN THE MINIMUM STRENGTH SPECIFIED 8FLOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0=0,42 B. CONCRETE MINIMUM COMRRESSIVE STRENGTH rj'- 3,200 RSJ. C. MASONRY STRENGTH CONFORMANCE TO AISTM C'-90, GRADE N, TYPE I (OR GREATER). 5) TO Ar7ACH MIJUJON TO CUP USE (4) #10 x 1 1/4" SFL-- DRJI_tINC SCREWS PER CLIP, SCREWS MUST BE FIELD INS-ALLF00. HOLES FOR SCREWSARE NOT'PRE-DRILLED e' MANUFACTURER. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION I NOTES 2 mm CONFIGURATIONS AND DP ',HART 3 INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-2302 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES OR-ym V.L 1 08-01447 S"' NTS 1—' 01/11/12 1 _"-1 OF 3 SIGNED: 0810712015 o bo Wl A2 83' FRAME HE;GijT I WINDOW WINDOW MU1,00N SPAN) 1 107 1/8- COMBINED WIDTH W1 W2 jj 83* FRAME FWIIDIW HEIGHT WINDOW MULLION SPAN) L- I / 107 318- COW3;NED WIDTH W2, WINDOW FRAME W; S PAN) ANDO4L WINDOM 12 107 3/8" COMBINED WIDTH oawgn p- -tfng (pso Vnft anchored hgo wood Naming Mullion Wan (in) Tributary 1&13 WO width (in) 3&00 1 4ZOO 4100 5213 25.00 130.0 130.0 130.01130A 130.0_ 130.0 37.38 130,0 130.0 127221 127.0 127.0 0 49,63 12117 94L3 77.9 1 73,8 72.1 TZO BLOO 924 7116 MO 51 5 48 6 47.4 63.53 86.5 65.8 51,7 7 3 44.4 43.0 72,00 50,7 4 36,5 37.0 84,00 62 1 1 4&0 33.1 29.1 26.3 24.9 101 3/8- COMBINED WIDTH L w LFRAMEOW HEIGHT MULLION SPAN) I I -LE 107 318' COMBINED WIDTH WI -11- W2 - WINDOW FRAME HEIGHT MULLION SPAN) I W2 107 3/8' :j COMBINED WIDTH ffW REV DCSCRIPTM DATE I APPROVED A I REMSED INSTALLATION DETAILS 05/07/15 1 R.L. I F107 3/ 8" COMBINED WIDTH WI - 4[-142 83- WINDOW FRAME HEIGHT WINDOW jj MULLION SPAN) WI- W2 107 3/8" COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UA117S MAYBE MULLED T06571HER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN Dssfgn p- rating W Units anchored hao mawmy1commto mullion span ( in) Tirtbutaxy 1& 13 2&50 width 36. 00141,00 n) 4& 00 16113 74. 00 130,0 130:0 I30:0 1 1 X 0130,01 130.0 27. 38 130,0 1300 4 130.0 I30,0 49, 63 130.0 130.0 13OX 130,0 130.0 13aD SZW 130.0 WA 87.8 79.3 73,9 1 71Z 163 130.0 911,11 729 IIS5 60,5 1582- Z 44,0 1 20:096 Z", 4 5 - 0 311 29.1 2 6. 3 1 244-.S' LARGE AND SMALL MISSILE IMPACT, LEVEL A WINO ZONE 3 DIMENSXWS IN CHAR T ARE FRAME DIMEWMNS AND DO NOT INCLUDE FLANGE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 170310-0370 M- 2302 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND OP CHARTS DRAW - NO, V. L. 108-01447 Sckl NTS IATE 01/11/12 Is"'r-'2 OF 3 SIGNED: 08107, 2015 I " WN 2 1/2" MiN S'EFARAPON EDGE DISTANCE MIN. FMBEDVENT MASONRY/CONCRETE BY OTHERS 1/4" TAPCON CUP SECT V-2302 MULLION CLIP 10 NO,-,D SCREW o 'NOOD PRAV,!NG/ 2X BUCK ay 01 ERIS* 3/8" mlN. EIASEDMEN7 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION MASONRYICONCRETE AND WOOD FRAMING INSTALLATION 1,0GrJ" 0.375" 0,422- 2,032' 2.875" 0,8 4 ff—T-T T 2X 00,210' SECT5796 CLIP FOR CONCRETE INSTALLA T)ON ALUMINUM $W-T5.125* THICK SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 60453- T5,125' THICK f-- 3,261- -.4 1 -4 — 1 1-375- i- 0,843" MT000022 CLIP 16GA (063' GALVANIZED STEEL 0.375" 2X 00,210- 4.000' APPROVZOW--IR1710SEC) INSTALLATiON DETAILS 08/67/!5 t, 2,121" LF -it 1.125" 71LL SECT M-2302 MULLION ALUMINUM 6005-T5,125' THICK CLIP -INSTALLATION SIGNED: 0810712015 Ml WiNDOWS AND DOORS IIIllj/// xojI/ 1 it 0, z650WESTMARKETSTREET GRATZ, PA 17030-0370 E N 0M-2302 - VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS i - 0- 4.TAieVOF REY V, L r 08-01447 A 0/111111110ALENTSPATE01/11/12 ls'w3 OF 3 f L. Roberto Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0609 rilomas@ldomaspe.com Manufacturer: MI Windows and Doors, Inc. 650 West Market St Gratz, FA 17030 Product Line: M-2302 - Vertical Mullion Engineering Evaluation Report Report No.: 512071 A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-01447 revision A prepared, signed and sealed by Luis Roberto Lomas P.E 2. Mullion analysis report No. 512071-1 prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: refer to design pressure charts in approval document. Maximum single window unit size: 52 1i8" x 84" Window units attached to mullion must have their own separate approval. This product is not rated to be used in the HVHZ. This product is impact resistant and does not require impact protection in Wind -Borne Debris Regions, up to Wind Zone 3. Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; mullion or individual units. All windows attached to mullion must be manufactured by MI Windows and Doors, Inc. Installation: Mullion must be installed in strict accordance with installation Instructions document 08-01447 revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being Issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 11 t I rC i///( i E N S'te. cp 0 51 TAT OF OR 0t- i //ONAI, Luis R. Lomas, P.E. FL No.: 62514 08/07/2015 Florida Building Code Online (__ P + Page I of 2 Do I INNO rAU=9Z=AZW2=AZ== lads Deprm"Crill OCIS Home I Log In I User Registration i Hot Topics I Submit Surcharge I slats & Facts i Publications I FDC Staff I BCJS Site Map I Links I Search 3g' ne&') Iro Product Approval essi USER: Public Use, Regulation AajiijiQL&lz..1R^u > AppReation Detail FL >x FL12019-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Construction Metals Address/Phone/Email 5140 W CLifton Street Tampa, FL 33634 813) 884-0444 lyle.pestow@acm-metals.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email 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 V, Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/02/2020 Validated By Ryan 3. King, P.E. y Validation Checklist - Flardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) R"340—rd, Year ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabullding.ot-g/prl/pr_app__dti.aspx?parani=wGEVXQwtDquJEQt8P6a6l,'J... 7/20/2015 Florida Building Code Online Page 2 of 2 % Date Submitted 04/30/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products FL # Model, Number or Name Description 12019.1 Triple 4" and "Quad 4" 0.012" Thick Aluminum Soffit - Full Vent and Center Vent Limits of Use Installation Instructions Approved for use in HVH2: No Ei2S;1.,. I11i15k Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: N/A Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12019.1 for Design Pressure Ratings by specific application and for any other additional use Created by Independent Third Party: Yes limitations and installation instructions. P.QtaQst=R;9BZ:1924 The State of Florida is an AA/EEO employer, fS,1>4dSIL:tiiitCSR4Qi :. :: st;t>LIa14lltsai Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick 4UIL. Product Approval Accepts: srvur0V.% „f htp3 W171,.,+ * Emmai " https://www.floridabLiilding.org/pr/pr_app_dtl.aspx?parana=wOEVXQwtDquJFQt'81'6a6FJ... 7/20/2015 OAC-It AMWCAN CONSTRUCTION MAILS 5140 West Clifton Street Tampa, FL 33634 TRIPLE 4" & "QUAD 40' ALUMINUM SOFFIT GENERAL NOES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) 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 to base material shall be beyond wall dressing or stucco. 3. Site conditions not covered by this drawing are subject to further engineering analysis. 4. Wood/CMU wall construction, by others, must be designed properly to receive foods from the soffit cnd/or 2" x T batten strips. 5. Aluminum soffits shall conform to the requirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9. TABU Of CONIENIS SHEET M DESCRA7iON f 2_. 3 Typ cal efevaiiom & ger eral notes Pone! detaik- Soffit detoA & design Dressures 4 Soffit details & design pressures 5 Soffit detals, design pressures & bill of materials W?g 4 4) 14-012 J.01I5- WM, T,4014 j.C737,kcK} QUAD 4 (Q4) C,-4-012 {.0135'it9LK} y-4(}34 jD135'71aCG 11,"1333331) f/f '•.. f{ l+ir i J > RED iflt A* o n D z° U N 0 p Lp 0 C W m tl 4 1i 14 CZ R f 4l a LFS FL -- 7 20 S 8.1 r --L OF 5 SOFFIT AIR FLOW TABLE AIM FLOW AIR _ a SOFFIT TYPEFf- SOFFITTYPE3- 91 2.71% P11. 74 8.16% 11.74 8.16% A 3. 69 2.56% 3.69 2.56% 02' 74' C, 4* i. 33* 73- 47 33' RiB AND END DE'AILS ITCOVERAGE 11116- 4- P( TCH 25/8" -WVIHAVAZAWFoe lower COVERAGE W WE 4. V PfTCH 26T -7Y40MAVAf-Wk"i0WRl py?. 4 P141Dq-mp-" - FmFl 00 0 a 0 -A-1 I o 9 a 9 0 0---T ;4 0 0 0 0 9 u:—j 0 D D D L n In n n n n FORA.: 44 SAME DUCTION AS RIBS) A-A"4 x SCAIE) CS PATTERN 125" j 0 a 0 0 a D— Q©QQQQQQQQ 0 0009,- 0 0 00ao00000000a 0 0 0 0 u;-- LQUVER PATTERN LOUVERS FORMED IN SAME DIRECTION AS RIBS; to VIEW *A-A'( 4 X SCALE] @@ 1-uu— vll"Mv —4e 4:) nzx* m 5 li IL 7 2 c- 5 N SPAN A ROOF OVERHANG ROOF FRAMINC ASCsA- TRM SOFF T --- qi 5EEl'XJAP "A" FRAMEO SEE 07AJL'B* SIDE VIEW - SINGLE SPAN w/F-CHANNEL Shown wi tnissift-amm; cantilever) SINGLE SPAN LENGTH DESIGN PRESSURE MSI) POSITIVE NEGATIVE 70.0 141.0 10" 60.0 60.0 12" 50.0 50,0 14" 38.5 38,5 16" 30.0 30.0 NOTE: WOOD FRAMING AND CONNECTION, 70 BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD 7 DETAIL B F-Channel SPAN A ROOF OVERHANG ROOF FRANNG 1SfEDETAIL"C FIAHEI V-SfE DETA9. 1) SIDE VIEW - SINGLE SPAN w/3-CHANNELS TRIM NAI: ATTACHEn THROUGH FASCI 4 14'0.C+ MA Shorn w/ trusWrarrurg cantilever) STAPLES INSTALLED @ END OF PANEL AND d'MAk, O.C. SEE DETAIL %". SHEET 5) 1 JF MAX. DETAIL A' Fascia STAPLES INSTALLED @ 24' O.C. (INTO WOOD) ON F-CHANNEL LEG OR T-NAIL @ 17 O.C. ONTO WOOD OR MASONRY) STAPLES INSTALLED @ ITO.C. (INTO WOOD) IN F-CHANNEL SLOT OR T-NAIL @ IT O.C. INTO WOOD OR MASONRY) NOTE: FOR SQUARE CUT OVERHANG, TRIM a070M, Of FASCIA FLAT AGAJW PANEL li STAPLES LOCATED 24'O.C. INTO FRAMING 2 M 44 A ROOF OVERHANG SPAN 5 ROOF ro FRAtlINC ALUMINUM L FASCIA TRIM f T SOFFIT Epw OR \j C z00WOM SEE DETAIL'A* FRAMED SEE D,7AJL'C" — SIDE VIEW - SINGLE SPAN w/3-CHANNEL Shwa wl truWfranong cantilever) STAPLES INSTALLED 4 3 T O.C. (WrO WOOD) IN 1-CHANNEL SLOT OR T-NAIL 01 T O.C. DETAIL " D J-Channel Fascia STAPLES INSTALLED @ IT D.C. (INTO WOOD) IN -CHANNEL SLOT OR T-NAIL @ 12TO.C. INTO WOOD OR MASONRY) STAPLES LOCATED 2CO.CANTO FRAMING ---I Q8 2 MAX 10 DETAIL C J-Channel 4-JE, S:Au-, N. 7. S. JK SUBSTRATE NOTES: Cr°c, W. LIFS 1. WOOD SUBSTRATE: G = 0.42 OR BETTER 2. MASONRY SUBSTRATE: 3,000 PSI CONCRETE (ACI301) OR HOLLOW BLOCK (ASIM C90). -1 3_ c 5 SPAN " A ROOF OVERHANG SPAN - A ROOF OVIERHANG SEE NOTE 2 RCOF_ RANTING A U11104Lm FASCIA-,, fASCIA. TR11 TRIM CHU or, Emu OR SOFFIT WOOD SOFFIT- WOOD Su DETAIL' E - ------ / / FRAMED SEE DETAIL' G" FRAMED SEE DETAIL F SEE Dt7AJL'E' SIDE VIEW - SINGLE SPAN w F-CHANNEL. SIDE VIEW - SINGLE SPAN w/3-CHANNEL Shown vil tixtssjframinq overhang) (91cwn w/ wiss0raming overhang) TRIM NAIL ATTACHED THROUGH FASCIA C 16* O.C. MAX. NOTE: FOR SQUARE CUT OVERHANG, TRW BOTTOM OF FASCIA FLAT AGAINST PANEL CONNECTOR 1,015: 1// 1, WOOD FRAWJNG AND CONNECTIONS TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD Z. 12d COMMON NAIL OR 3/16 ITWT APODN CONCRETE SLR-,W MIN. I -11,C EMBEDMENT) 0 2,17 ON aW:R SINGLE SPAN LENGTH DES*N PRESSURE (w) P0$MVf NEGATIVE 8" 70.0 141 .O w 60.0 60.0 Tr 50.0 50.0 38.5 38.5 16, 30.0 30.0 STAPLES LOCATED 2,('O.C, iNTO FRAMING STAPLES 44STALLED @ 24- O.C. JINTO WOOD) ONE -CHANNELLEG (#T-N.AJL@ ]TO-C. INTO WOOD OR MASONRY) M Es, I STAPLES INSTALLE) 0 IT O.C. (INTO WOOD) IN F-CHANNEL SLOT OR T- NAII 0 17 O,C. STAPLES INSTALLED 1, INTO WOOD OR MASONRY) END OF PANEL AND g MAX, 0 C. N ------ fDETAIL 'T, SHEET 5) - i JP! 1 1 J8- MAX, 0 I- MAX. — 5DETAIL E I IX MAX. SJBS' RATE NOTES: Fascia DETAIL " F in 1. WOOD SUBSTRATE G 0.42 OR BETTER DETAIL "G 2. MASONRY SUBSTRATE: 3,000 PSI CONCRETE JACI 301) F- Cha,inel OR HOLLOW BLOCK {ASTM C901. J-Channel STAPLES INSTALLED 4 IT O.C. (INTO WOOD} IN J-CHANNIEL SLOT OR T-NAIL 0 1 T O.C. INTO WOOD OR MASONRY) ZZ z C;; 6 0 z z z rP 5 6 In 0 z E , i CP 1Ci: LE; JK F' S 720 19, 4 TrEm DESCRIPTIONI MATERIAL I jFASCIA .02!5-INK. AL. 3l0S-HI4 ALUMRJUM 2 l'ICHANNP-.ID156'THK.AL. 3105-H24 ALUMINUM 3 j7CHANNEL ,0IWTHkAL. 3I04-HI9 ALUMINUM 5 QUAD 4 PANEL (,0115 OR .0135- THICK) AL 3105 ALUMINUM TRIPLE 4PANEL Foii-5oR,O]35"THICK) AL. 3105 ALUMINUM 77 # 15 x 1,3/4"TRIM NAIL S.S, 8 i 19 GA. X 114" SS STAPLE (w/ 7/8" MIN. EMBEDMENT) STEEL 9 7 X Z'SATTEN STRIP (G=.42 OR BETTER) 10 APA B- C- GROUP I EXT, 1513TPLYWOOD OR BETTER 1.097"DIA.T- NAit(,,/5/6'MIN. Et,4BEDMEM) WOOD I WOOD STEEL 12cl X ad 14- H.D. GALV. STEEL COMMON NAIL * 24" D. C. w/ 1,314" MIN, EMIE, DETAIL" H I X2 VERDCAL FRAMING ( G>=O.42) ATTACH wj 2-6d COMMON NAILS TOP TO ROOF FRAMING 12d X 3- 1 /, f' F.D. GALV. STEEL COMMON NAIL 4 24" O.C, w/ 1-314WN. EMB. STAPLES INSTALLED @ STAPLES INSTALLED @ END OF PANEL AND END OF PANEL AND Er, MAX. O.C. SEE DETAIL -J I 6'MAK O.C. SEE DETAIL 11 DETAIL " I DETAIL " J ROOF CVERHANG A A ROOF SEE DETAIL 8 q 0 C W FRAHING SHEF 3) j Ai c mangy SEE DETAIL A WOOD S(SHEET31 CONTINUOUSUS FRAtIED SEEDETAIL 14. BATTEN @ CL I SPAN SIDE VIEW - DOUBLE SPAN w/BATTEN 12 Shown w/ truss/fiarning cantilever) TWIN SPAN LENGTH w,' CONTINUOUS BATTEN A" DESIGN PRESSURE (PSF) POSTFIVE NEGANVE 16" 70. 0 70. 0 18' 66.5 66. 5 29' 60.0 60. 0 27 54,5 54. 5 24" 50.0 50. 0 SPAN A ROOF OVERHANG SEE DETAIL" G' SHEET 4) ROOF F; AM6 SEE NOTE 2 SciDFTAL'I' Wow 8 11 SEE DET 1, Afl.'A SHEET 3) SIDE VIEW - DOUBLE SPAN w/ BATTEN CONNECTOR NOTES: (Shown W/ truss/ framing aErherg) WOOD FRAMING AND CONNECT.ONS TO BE DESiGNEO BY THE ARCH71ECT OR ENGINEER Of RECORD SUBSTRATE NOTES: 2.12d COMMON NAIL OR 3116"17W TAPCON CONCRETE SCREW WOOD SUBSTRATE: G = 0.42 OR BETTER JMJN. !-I /4'EMBEOM M. @ 24' ON CENTER 2 MASONRY SUBSTRATE, 3,000 PSI CONCRETE (ACI 301) OR HOLLOW BLOCK (ASTIM C90). R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C PA. Box 230 Valrico, FL 33595 Phone 8 13.659-9197 Florida Board or Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name American Construction Metals Panel Walls Soffits 5140 West Clifton Street Triple 4" & "Quad 4" Aluminum Soffit Tampa, FL 33634 Phone 813.880,4444 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for American Construction Metals based on Rule Chapter No. 61G20-3, Method ld 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 5th Edition (2014) Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone". 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. Site conditions not covered by drawing FL-12019.1 are subject to further engineering analysis. 4. Wood/CMU wall construction, by others, must be designed properly to receive loads from the soffit and/or 2* X 2' batten strips. 5. Aluminum soffits shall conform to the rewuirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9. 6. See drawing FL-12019.1 for size and design pressure limitations. Supporting Documents: 1. Lest RgD211 No, Test Standard TEL 01190073 ASTM E330-02 2. Drawing No. Prepared by No. FL-12019.1 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quailly Assgranc2 Certificate of Participation issued by Keystone Certifications, Inc., certifying that American Construction Metals is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet I of I lgsgag UborgJ9!y Signed by Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E Signed & Sealed ky Lyndon F. Schmidt, P.E. Signeg & Se fed by Lyndon F. Schmidt, P.E. q 7 T ,.,,4ndon F, Schmidt, P.E. FL PE No, 43409 4/1/2015 V- Florida Building Code Online Page I of 2 13CIS Hotre Log in User Registration Hot TOPICS SUOMR SU10319e St4tS Facts Puilicatins FOC Start UCIF SO MaP UnkS Search Busines t`n a, Product ApprovalProfessiuseR: P,it,,, u-, Rt'(juliam I Or) I APPOCation Oetail FL # FL16305-R4 Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 770) 946-4571 mcollinsoatlasroofing.com Authorized Signature Meldrin Collins mcollins@atiasrooting,com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Harocopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden 4, Validation Checklist - Hardcopy Received Certificate of Independence tU,U U—M—MLIN Referenced Standard and Year (of Standard) Slandard YARI: ASTM D 3161 2009 ASTM D 3462 2009 ASTM D 7158 2008 TAS 100 1995 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code https:llwww.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDquJBMjgUlj3N.., 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval FL # I model, Number or Name 16305—A — — — — — — TAtlas Shingles Method I Option D 06/2812015 06/29/2015 07/05/2015 Description Fiberglass reinforced laminated asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FJ,,W95,,B4AJ, Approved for use outside HVHZ: Yes 5bLr9je$1Rdf Impact Resistant: N/A Verified By: Zachary R, Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other. See evaluation report for limits of use Evaluation Reports Xajmaltur Created by Independent Third Party: Yes track Ne*C The State W Florida N an ANEE0 employer. ftMx"jy_2Ajt=%:: WVf0_;WWM0t 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 eiectronrc mail woffice to, entity, instead, contact the oce by phone or by traditional mail. If you have any questions, please contact 850,0*Pursuant 7,1395, *Puuant to So." ' 55 275(1), Florida statutes, effective October 1, 201,2, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one.The emads provided may be used For official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an enter address which can be made availatele to the powic. To determine if you are a licensee under chapter 455, F S, please click t2EL. Product Approval Accepts: WIWEE m https: llwww,floridabuilding.orglprlpt_app_dti.aspx?param=wGEVXQwtDquJBMjgUlj3N... 7/20/2015 rA-NZ2 1 -021 EVALUATION REPORT Manufacturer. ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 770)612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Quality Assurance: UL LLC (QUA9625) SCOPE Category: Subcategory: Code Sections: Properties: REFERENCES Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BuILDING CODE ST" EDITION (201 Roofing Asphalt Shingles 1507.2.5, 1507.2 7.1, 1523.6.5.1 Physical properties, Wind Resistance, Wind Driven Rain E, UM PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) Report No. ATL-079-02-01 ATL-083-02-01 ATL-086-02-01 Rev 1 ATL-104-02-01 ATL-106-02-01 ATL-106-02-01 Rev 1 ATL-107-02-01 ATL-107-02-01.1 ATL-109-02-01 ATL-116-02-01 ATL-118-02-01 ATL-119-02-01 ATL-123-02-01 ATL-125-02-01 ATL-127-02-01 Rev 1 ATL-132-02-01 ATL-133-02-01 PRI Construction Materials Technologies (TST5878) ATL-135-02-01 PRI Construction Materials Technologies (TST5878) ATL-136-02-01 PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL-143-02-01 PRI Construction Materials Technologies (TST5878) ATL-144-02-01 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 PRI Construction Materials Technologies (TST5878) ATL-162-02-01 PRI Construction Materials Technologies (TST5878) ATL-167-02-01 PRI Construction Materials Technologies (TST5878) ATL-168-02-01 Issued June 29, 2015 r 2009 1995 1995 2009 2009 2009 1995 2009 1995 1995 1995 2008d 2009 2009 1995 2008d 1995 2008d 2009 1995 2009 1995 2009 2009 2008d 2008d 2009 1995 2009 1995 2009 1995 2009 2009 1995 PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM 0 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM 0 3462 2009 ATL13002.4 FL 16305-R4 Page _1 of 9 5vnd"r ASTM D 3161 TAS 107 TAS 100 ASTM D 3462 ASTM D 3462 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 TAS 100 TAS 100 ASTM D 7158 ASTM D 3462 ASTM D 3462 TAS 100 ASTM D 7158 TAS 100 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 ASTM D 3462 ASTM D 7158 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 TAS 100 ASTM D 3161 ASTM D 3161 TAS 107 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 ATLAS ROOFING CORPORATION a Asphalt Shingles TECHNICAL SERVICES, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-186-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009 PRODUCT DESCRIP'n0N GlassMasterlD 30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, Tough-MasterS 20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro-CutV Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro-CutilD Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, ProLAMTm Architectural ASTM D 3161, Class F & ASTM 0 7158, Class H fiberglass reinforced, laminated Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, Pinnacle® Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle@ Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. Dangerfield, Hampton & Meridian) StormMaster@ Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, StormMasterO Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, ATL13002A FL I6305-R4 Page 2 of 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, FCREEK 111111 or TF-cHNICAL SF-RVICES, ILLC INSTALLATION GlassMaster(& 30 & Basic Wind Speed (Vint): Tough-Master4D 20 Basic Wind Speed (Va,d). Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: installation (HVHZ) Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min, 19/32 in plywood or wood plank for new construction; Min, 15132 in, plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in, plywood or wood plank for new construction; Min. 7/16 in. OSIB existing construction. In accordance with FBC: requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions- Shingles shall be attached using either "4 Nail Pattern" or `6 Nail Pattern" detailed below. T Naha 12P 12' —+— 12'--- Figure 1, GlassMasterO 30 & Tough -Master@ 20 4 Nail Pattern (Non-HVHZ only) Nails J" 10 12- Figure 2. GlassMaster8i 30 & Tough -Master® 20 6 Nail Pattern ATLI 3002.4 FL 16305-R4 Rage 3 Of 9 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 ProLAMTm Architectural Basic Wind Speed (Vult): Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min, slope, Installation (HVHZ): Installation (Non-HVHZ) ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min, 15/32 in, plywood or wood plank for new construction; Min, 7/16 in. OSS existing construction. In accordance with FBC requirements. 2 , 12 and in accordance with FBC: requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in, exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions, Shingles shall be attached using either `4 Nail Pattern" or `6 Nail Pattern" detailed below. Figure 3. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) T Figure 4. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATI-13002.4 FL 16305-R4 Page 4 of 9 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, JIM PinneclelD Pristine & StormMasterO Shake Basic Wind Speed (Vuit): Basic Wind Speed (Vad) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max, 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min, 19/32 in, plywood or wood plank for new construction; Min, 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min, 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements- Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in, exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "15 Nail Pattern' detailed below. Installed with 6 in exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either 'A Nail Pattern" or '6 Nail Pattern" detailed below. 39 3W Figure S. PinnacleO Pristine and StormMasterti Shake 4 Nail Pattern (Non-HVHZ only) Figure 6. Pinnacle® Pristine and StorpriMasteND Shake 6 Nail Pattern LN ATI-13002,4 FL I6305-R4 Page 5 of 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 Stormillillaster(10 Slate Basic Wind Speed (Vult): Basic Wind Speed (Vasa) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope, Installation (HVHZ), Installation (Non-HVHZ) ATLAS ROOFING CORPORATION Asphalt Shingles Max, 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in, plywood or wood plank for new construction; Min, 15/32 in, plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in plywood or wood plank for new construction; Min, 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements, Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 8,5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. Figure 7. StormMaster@ Slate 4 Nail Pattern Figure 8. StormMasterOD Slate 6 Nail Pattern ATI-13002,4 FL 16305-R4 Page 6 of 9 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 Pro-Cut(V Starter Strip Basic Wind Speed (Vutt): Basic Wind Speed (Vasa): Deck (HVHZ). Deck (Non-HVHZ): Underlayment: Min, slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max, 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min, 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in, OSB existing construction. In accordance with FBC requirements. 2,12 and in accordance with FBC requirements, Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. Figure 9. Pro-Cutg) Starter Strip ATL 13002.4 FL 16305-R4 Page 7 of 9 Thisevaluationreport 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 pro-Cuo&Hip &Ridge Basic Wind Speed (Vmt): Basic Wind Speed(Vasd) Dmox(HVHZ): Dsdk(mnnHVHZ): VndmUeyment Min, slope: Installation (HVHZand nun1HVMZ): ATLAS ROOFING CORPORATION Asphatt Shingles Max. 1V*mph Max.150mph naccordance with FBC requirements; Solidly sheathed min 18/32 in. plywood or wood plank for new construction; Min 15/32 in, plywood existing construction, In accordance with FBC mqoinemomo Solidly sheathed min, 15/32 in. plywood or wood plank for new construction; Min. 7/15in, QSBexisting construction. oaccordance with FBCrequirements. 2:12and inaccordance with FBCrequirements. Installed with 5'5/8 inch exposure in accordance with RAS 115 (MVMZ only) and manufacturer's published installation instructions. The direction of the exposed end oho|i be away from the prevailing wind, Figure 18. P,m-CwtiliHip & Ridge This evaluation report is provided for State - of Fl I orida product approval under Rule 6IG20- 3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. ATLAS ROOFING CORPORATION Asphalt Shingles LIMITATIONS I ) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less, 5) 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. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck, 7) 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 code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5th Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. R. 2015.06.2 9 12:55:48No74021 0400 P STATE OF ' 0 R 1 v- Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will It acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity Involved in the approval process of the product. END OF REPORT ATI-13002.4 FL 16305-R4 Par 9 of 9 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. rAll:Z ulim-d-72 TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 770) 612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Quality Assurance: LIL LLC (QUA9625) SCOPE Category: Subcategory: Code Sections: Properties: REFERENCES Certificate of Authorization No. 29824 17520 Edinburgh Or Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE 6" EDITION (201 Roofing Asphalt Shingles 150725, 1507,27.1, 1523.6,5.1 Physical properties, Wind Resistance, Wind Driven Rain Eam PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5876) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) Reggrt No. ATL-079-02-01 ATL-083-02-01 ATL-086-02-01 Rev I ATL- 104-02-01 ATL- 106-02-01 ATL-106-02-01 Rev I ATL-107-02-01 ATL-107-02-01.1 ATL-109-02-01 ATL-1 16-02-01 ATL-1 18-02-01 ATL-1 19-02-01 ATL-123-02-01 ATL-125-02-01 ATL-127-02-01 Rev 1 ATL-132-02-01 ATL-133-02-01 PRI Construction Materials Technologies (TST5878) ATL-135-02-01 PRI Construction Materials Technologies (TST5878) ATL-136-02-01 PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL-143-02-01 PRI Construction Materials Technologies (TST5878) ATL-144-02-01 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 PRI Construction Materials Technologies (TST5878) ATL-162-02-01 PRI Construction Materials Technologies (TST5878) ATL-167-02-01 PRI Construction Materials Technologies (TST5878) ATL-168-02-01 Issued June 29, 2015 Y"—r 2009 1995 1995 2009 2009 2009 1995 2009 1995 1995 1995 2008d 2009 2009 1995 2008d 1995 2008d 2009 1995 2009 1995 2009 2009 2008d 2008d 2009 1995 2009 1995 2009 1995 2009 2009 1995 PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM D 3462 2009 ATI-1 3002.4 FL 16305-R4 Page 1 of 9 aLanggrg ASTM 0 3161 TAS 107 TAS 100 ASTM 0 3462 ASTM D 3462 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 TAS 100 TAS 100 ASTM D 7158 ASTM D 3462 ASTM D 3462 TAS 100 ASTM D 7158 TAS 100 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 ASTM D 3462 ASTM D 7158 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 TAS 100 ASTM D 3161 ASTM D 3161 TAS 107 This evaluation reportisprovided for State of Florida product approval under Rule 6IG20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. C R E K TFrCWt1lCA1_ SERVICE:s, LLC ATLAS ROOFING CORPORATION Asphalt Shingles PRI Construction Materials Technologies (TST5878) ATL- 171-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS IGO 1995 PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL- 185-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-186-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMasterOD 30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough -Master® 20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, Pro -Cut& Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro-CutV Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Prol-AW4 Architectural ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, Pinnacle® Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle® Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. Dangerflold, Hampton & Meridian) StormMasterO Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Dangerrield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. StormMaster,V Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, ATLI3002.4 Fl. 16305-R4 Page 2 of 9 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, LI-C INSTALLATION GlassMaster(l) 30 & Basic Wind Speed (Vut): Tough -Master® 20 Basic Wind Speed (Vasd) Deck (HVHZ): Deck (Non-HVHZ) Underlayment, Min. slope: Installation (HVHZ): Installation (Non-HVHZ), ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in, plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min, 15/32 in. plywood or wood plank for new construction; Min. 7/16 in, OSB existing construction. In accordance with FBC requirements, 2:12 and in accordance with FBC requirements, Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either 'A Nail Pattern" or `6 Nail Pattern" detailed below. 36" Nails 12- Figure 1. GlassMastarlD 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) 38" Nails 12" 5/8" 12- 12- Figure 2. GlassMasterOD 30 & Tough-Mastea 20 6 Nail Pattern ATI-13002.4 FL 16305-134 Page 3 of 9 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Prol-AMT"' Architectural Basic Wind Speed (Vut): Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min, slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min 19/32 in, plywood or wood plank for new construction, Min. 15/32 in, plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements, 2:12 and in accordance with FBC requirements, Contact the Atlas Roofing Corporation when installing at slope greater than 21:12, Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below, 39 A, 14" Figure 3. Prol-AMT" Architectural Shingle 4 Nail Pattern (non-HVHZ only) Figure 4. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATL13002A FL 16305-R4 Page 4 of 9 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 Pinnact" Pristine & Basic Wind Speed (V,tt): Stormlillaster(li) Shake Basic Wind Speed (V88d): Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope, Installation (HVHZ): installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph in accordance with FBC requirements: Solidly sheathed min. 19/32 in. plywood or wood plank for new construction: Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements, Contact the Atlas Roofing Corporation when installing at slope greater than 21.12. Installed with 6 in, exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "13 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. IV hd ryp J Figure S. Pinnacle® Pristine and StormMasterO Shake 4 Nail Pattern (Non-HVHZ only)I 39 ", Figure 6. Pinnacle(& Pristine and StormlilillasterlD Shake 6 Nail Pattern ATI-113002.4 FL 16305-R4 Page 5of9 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 SERVICF-S, LLC StormMasterilD Slate Basic Wind Speed (Vmt): Basic Wind Speed (Vasa) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min, slope: Installation (HVHZ) Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max 194 mph Max, 150 mph In accordance with FBC requirements: Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in, plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in, exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 8.5 in, exposure in accordance with FBG requirements and manufacturer's published installation instructions. Shingles shall be attached using either `4 Nail Pattern" or "6 Nail Pattern" detailed below. 9. Figure 7. StormMaster(b Slate 4 Nail Pattern 9. Figure 8. StormMasteri8i Slate 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 6 of 9 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pro -Cut® Starter Strip Basic Wind Speed (VAt): Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation (HVHZ), Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min, 19/32 in. plywood or wood plank for new construction; Min, 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min, 15/32 in plywood or wood plank for new construction; Min. 7/16 in. CISB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21 : 12, Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. Figure 9. Pro -Cuter Starter Strip ATU 3002.4 FL 16305-R4 Page 7 of 9 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, ATLAS ROOFING CORPORATION Asphalt Shingles Pro-CutV Hip & Ridge Basic Wind Speed (Vert): Max, 194 mph Basic Wind Speed (Vasa): Max, 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min, 19/32 in plywood or wood plank for new construction; Min, 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in, plywood or wood plank for new construction; Min, 7/16 in, OSB existing construction, Underlayment: In accordance with FBC requirements. Min. slope: 2112 and in accordance with FBC requirements, Installation (HVHZ and Installed with 5-5/8 inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Figure 10. Pro-CuND Hip & Ridge ATU 3002.4 FL 16305-R4 Page 8 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The ma"clurer 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 TF-cHNICAL- SERVICES, LLC LIMITATIONS ATLAS ROOFING CORPORATION Asphalt Shingles 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less- 5) 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. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturel's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3, COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 51h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. k tviiIIIIII10" "to E N No 74021 0 cc STATE OF 0- 00 4 .0 R Q CERTIFICATION OF INDEPENDENCE 2015.06.2 9 12: 5 5: 4 8 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will It acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest In any other entity involved in the approval process of the product. END OF REPORT ATI-113002.4 FL 16305-R4 Par 2 2!-9 This evaluation report is provided for state of Florida product approval under Rule 6IG20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. Thisevaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online C (_ I Page I of I mm Code Version 2014 FL# 15216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL bearCn KaWKS APPNIaauplilqtliii Fj1# TX" MADUfartmm Stab k52jL-_Rj Revision InterWrap, Inc. John W. Knezevich, PE Approved titswu Category; Roofing 954) 772-6224 Subcategory: Underlayments ApPrOW0 UY Wilur'K, PyipirWi0o, Wit W-1 WIWI' W11— ------ I cllutac us ;: 7he State of Florida is an AA/EFO employer. Q92y i: PriyAcX 5[&tj(nQQL Rilfi4rd 514teMAU Under Florida law, email addresses are public reconjis. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. listead, contact the Office by phone or by traditional mail, If you have any questions, please contact 850,487.1395, *Pursuant to Section 455.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. U you do not wish to supply a personal address, please provide tire Department with an email address whict, can be made available to the tivoitc. To determine if you are a licensee under Chapter 455, F,S, please click her . Product Approval Accepts: 1W 0faFIR, VCNAJI`Avmif,u , No= https:// www.tloridabuilding.org/pr/pr_app_lst.aspx 7/20/2015 Florida Building Code Online Page I of 2 EMEM In Iwo Fk1fit, DOS Houle I Log In User Registration 1 Hot Topics I 4,utghit Surcharge I Stats & Facts Publications I FaC Staff I BCIS Sft Map I Links Search Bus ne Pr%ssl tal oduct Approval ER, Put)lic User Regulation 2u% b > Alllak,J:ta1 z APPlication 94ttAll FL 4 FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc, Address/ Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupasOinterwraP. com Authorized Signature Eduardo Lozano elozano@interwrap, com Technical Representative Eduardo Lozano Address/ Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@inLerwrap, com Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Flardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 11/17/2015 Validated By John W, Knezevich, PE Y", Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507. 2.3 1507. 5.3 1507. 8.3 1507, 9.3 1507 9,5 T1507, 8 https:// www.floridabuilding.org/pr/pr_app__dtl.aspx?param=wGEVXQwtDqv3yVVKJZlQ... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 2 Option (3 04/28/2015 04/29/2015 05/04/2015 06/23/2015 FL V Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic root underlayrnents Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes E2_pdf Impact Resistant: N/A Verified By: Robert Nierninen PE-59166 Design Pressure. N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports Created by Independent Third Party: Yes M-Am The State of Florida is an AA,/FF0 employer, Under Florida law, email addresses are public records_ If you do not want your iii mahl address feieased in response to a Pul)k-recOftl$ request' do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail, It you have any questions, please contact 850.487.1395 *Pursuant to Section 455,275(1), Florida Statute$, effective October 1, 2012, licensees licensed under Chapter 455, F.S, must provide the Department with an efflillilladdiffirSs if they have one. The email$ p(OVIde(l May be Wilialliti for official communication with the licensee, Howe", thl addresses are public record. if you do not wish to supply a personal address, please provide the Chapartmant wit- an email eiadlfM which can be made available to the iiWic, To determine if you are a tiCeh!ite under Chapter 455, VS., please cock hi Product Approval Accepts: W a ZR W W,tuiTIN u 0W4-1m https://www.floridabuilding.org/pr/pr__appjtl.aspx?param=wGEVXQwtDqv3yVVKJZI Q... 7/20/2015 EXTERIOR RESEARCH &o GN, I.I.C. Ce*ifictev/Authorization #9503 ysac*msn«mSTREET, UNIT wz3 K U ox xo.o u v K K xU~wK U U |~-'~° PHONE: < znx>z»z-9z** FAX: ( 20a)zaz-o»*y EVALUATION REPORT ntenmrap, Inc. Evaluation Report 140510.02.12-112 3Z9Z3Mission Way F1.15=16'1= Mission, BCV2V- 6E4 Date ofIssuance: O2yt7/2O12 Canada Rewis|ou2' V4/27/2015 Scopa This Evaluation Report is issued under Rule 6IG20-3 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 [ode and Florida Building Code' Residential Volume. The products described herein have been evaluated for compliance with the 5'^ Edition (2014) Florida Building Code sections noted herein. 000coIPnom: RhImwRmufunderlaVmams LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert N\eminen' P.E. if the product changes orthe referenced Quality Assurance documentation changes. Trinity IERDrequires acomplete review ofthis Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded bythe words ^TrinitylERD Eva|uated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. mspccnom:Vponequest,auopyofth\sent\reEva|uationReportshaUbepruvidedtotheuserbythemanufuctureru/ its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.N.miemimem P. E. Florida Registration No. eu66,Florida ucxxwmmo 10, The factimile seal appearing was authorized wRobert werninen, z°~/2vmm,This does not same =°"elect~,lCal* Signed d—_ant, Signed, waled hard°ples*ayew-,n`=— i".d°the CERTIFICATION OF INDEPENDENCE: 1. Trinity |Eno does not have, nor does it intend to mqmnw or will it aqv/n\ o financial interest in any company manufacturing or distributing products |tevaluates. z. Trinity |cno/,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. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. s. ro/,isvmu/mm^amg*evm|uauvv. Neither Trinity |snonor Robert w/em/n="' P.E. are, many way, the Designer n(Record for any project vvwhich this Evaluation Report, v,previous versions thereof, is/ was used for permitting o,design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category* Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Pr9pertlel Standgro YM 1507.2.3,1507.5,3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.93, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Rrferencg F ITS(TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type it felt or D4869 Type 11 felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 5.2 53 5.4 5.5 5.6 S.6J This is a building code evaluation. Neither TrinitylERD nor Robert Nierninen, 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. This Evaluation Report Is not for use in the HVHZ. Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH) for approval based on this evaluation combined with supporting data for the prepared roof covering. AlinwAhlp roof covers ancilied at0l) RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nall -On Tile Foam -On Tile Metal Wood Shakes Shingles Slate or Simulated Slate RhinoRoof U20 Yes No No Yes Yes No Exposure Limitations: RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc, published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, U.C. Evaluation Report 140510.02,12-R2 Certificate of Authorization #9503 FLIS216-RZ Revision 2:04/27/20IS Page 2 of 3 RINITY ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, 6.4 0110822f MA 6.41 Fastenqr5: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up), The use of staples is prohibited. 6A.2 SjnAlLr* RaQt%e2L>_AU2: End ( vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6. 4.3 Q2Mbl1q Wygr. a: 12 < B2S!f 5190 : End ( vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half - width plus 1-inch side (horizontal) laps, resulting in a double -layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 CLA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc,-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140510.02,12-R2 Certificate ofAvIborization #9503 FLI5216-112 Revision 2:04/27/2015 Page 3 of 3 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization N9503 353 CHRISTIAN STREET, UNIT #13 ATRiI ( ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada Evaluation Report 140510.02.12-R2 FL1S216-R2 Date of Issuance:02/17/2012 Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, F.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 5`" Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. if any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 4 g 2y A'E f?P t`70" facsimile RM1atsaIsy Robert rit fPT04/27/ 2015isdos not somas n electronically signed A 7ranxdux` document. Signed, sealed bardmptes have been transmttmd to the Product Approval Administrator and to the named client CERTIFICATION 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 TrinitylERD nor Robert Nieminen, R.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. ERDTRINITY ROOFING COMPONENT EVALUATION: 1. SCOPE* Product Category- Roofing Sub -Category: Undertayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc,, has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: se!aio!3 Proptrft Standard Year 1507.2.3, 1507.5.3, T1507,8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8,3,1507.93, 1507.95 on Heating 1507.23, IS07.5.3,1507.8,3, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 2005 1507,93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: tat& Examinatl2n Refgrgirce Date ITS (TST1509) Physical Properties 100539395COCL-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhInoRoof UZO is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type 11 felt or D4869 Type 11 felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5,4 RhinoRoof Underayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: RooF COVER OPTIONS Asphalt Wood Shakes Slate or Underlayment Shingles Nall -On TileI t Foam -on Tile L_Metal J Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6,2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type 11 underfayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140510.02,I2-R2 Certificate of Authorization #9503 FLIS2I&-R2 Revision 2: 04/27/2015 Page 2 of 3 TRINITY ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. Rbln9R29f U20: 6.4.1 FaFa t_eners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Liver Ram Slope,, 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure a 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Qg t r: Z:12 < Roof Slone < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Rouble layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 140510,02,12-R2 Certif cote of Authorization #9503 FL15216-R2 Revision 2: 04/27/2015 Page 3 of 3 0211112015 13:41 OX) P.0021004 MIAMi-DADE COUNTYhfiAMl PRODIiCT CONTROL SECTIONo i t 1105 SW 26 Street, itoom 208 DBPARTKIMT OF REGULATORY AND ECONOMIC RRSOURC$S (m) Miami, Florida 33175-2474 HOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE OA Southeastern Metals Manufacturing Company, Inc. 11801 Industry Drive Jacksonville, FL 32218 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 -Dada 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 faits 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. REP, 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: Weather Vent IABRLING: 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 them 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 NQA 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 ronews and revises NOA No. 08-0423,01 consists of pages I through 3. The submitted documentation was reviewed by Juan B. Collaoo, R,A. NOA No.: t3-08I4.08 Expiration Date; 04115/19 Approval Data; 0123/14 Page 1903 02111/2015 1342 tTAln P.003/004 ROOFING ASSEI4IBLY APPROVAL Category: Roofing Sub -Category; Ventilation Material: Steel Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABEL RD BY APPLICANT: Hallufactured by '!test Product Weather Vern Vent: 4- K" x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flange: 24" x 52" Thickness: 0.0217 inchr- -- MANuxrACTURiNG LOCATION 1. Jacksonville, FL EVIDENCE SuBMITTEI} 191 na In$ IdatifieL Isd NAMIftiamt Do PRI Asphalt Technologies, Inc. TAS 100 SEM-002-02.01 08/14/03 ICC-ES AC132 SEM-027-02-01 01/07/14 APPROVED APPLICATIONS: Deck Type: Wood Deck Description; 's/ n" or greater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs Cutout; Mark a 3"h" x 46" opening centered between layout licks and aligned minimum 6 inches ftorn the ridge. Set blade to thickness of sheathing and cut opening, Brush away sawdust and debris. Installation; Vents should be evenly spaced on the rear slope of the roof. Center vent in opening and set it in a 1/8" thick of an approved ASTM D 4586 asphalt roofing cement. Secure vent to the roof deck with 1-'t," galvanized ring shank roofing nails spaced approx. 8" o.c. and 1" from the outside edge of the flange. Use a minimum of 18 nails per vent. Seat ail nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). Net Free Area: 99 square inches.. NOA No.: 13-0814.08 Expiration Data: 04/15/19 Approval Date; 01123/14 Page 2 of 3 02/11/2015 13:43 f AX) P.0041004 L,IMiTATIONS: 1. Refer to applicable building code for required ventilation. Z. Weather Vent shall comply with the manufacturer's current published application instructions and the requirements set forth in the applicable building code. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. Weather Vent shalt not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 6. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state, and following statement; "Miami -Dade County Product Control Approved" or the Miami -Dade Count r product Control Seal as shown below: DRAWINGS a «a ROOF FLANGE NAIL PLACEMENT END OF TMS ACCEPTANCE NOA No.: 13-0814.08 Expiration Nte: 04115/19 Approval Date: 01R3/14 Page 3 00 Florida Building Code Online Page I of 3G'J_`FFc!3 L V-/- I 0' Y) krx 8CIS Home Log In 1 User RO4iSir8ticin Not Top.Cs Submit Surcharge SWS Facts Publications FOC Staff eCIS Site Map Links Search BI nes Prss,l Product Approval USER: Public Useret Regulation plication aec.e FL # FL2197-R5 Application Type Revision Code Version 2014 Application Status Approved Approved by DEIPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer MiTek Industries, Inc. Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext 7480 dwert@mii.com Authorized Signature David Wert david.c.wert@mii,com Technical Representative David Wert Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 851-7480 dwertCmii.corn Quality Assurance Representative David Wert Address/Phone/Email 14515 North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwert@mii.com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 12/31/2015 Validated By ICC Evaluation Service, LL.C. Certificate of Independence f"U117 Referenced Standard and Year (of Standard) SUMOAA ANSI/TPI 1 2007 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqvrTEx%a2bbkf.. 7/20/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method I Option C Date Submitted 06/11/2015 Date Validated 06/30/2015 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products FL # Number or NamMod-1, i4w i. Description M18SMS2197,1 M18SMS 18 gasuper high strength truss connector plate Limits of Use Installation Instructions Approved for use In HVHZ: Yes Approved for use outside HVHZ. Yes Verified By: ICC Evaluation Service, LLC Impact Resistant; N/A Created by Independent Third Party: Design Pressure. N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental for the Florida Building Code 2197. 2 M11 16 16 ga. truss connector plate Limits of Use Installation Instructions Approved for use In HVHZ,. Yes fj4,19;_,M it .141 , I Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental for the Florida Building Code 21973 MTI8HS 18 gahigh strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant; N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR- 1988 Supplemental for the Florida Building Code 20 =ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ. Yes fJ_Z19'7_A5_R Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other., Can use HVHZ per [CC -ES ESR-1988 Supplemental for the Florida Building Code 2197,5 MT1OHS 20 ga. high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes I Pdlf Approved for use outside HVHZ-. Yes Verified By: ICC Evaluation Service, L[.,C Impact Resistant: N/A Created by Independent Third Party: Design Pressure. N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR- 1311 Supplemental for the Florida Building Code. 2-mart QnWg_Uj ;: The State of Florida IS an AA/EEO employer, J"cler Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. if you have any questions, please contact 850.487,1395. -Pursuant to Section 4S5,275( l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F. S,, please click itat, Product Approval Accepts, RK in PiR 0 https://www.tloridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvrTEx°/`2bbkf.. 7/20/2015 Florida Building Code Online Page 3 of 3 https://www.floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwt,Dqvr'I'Ex%2bbkf.. 7/20/2015 Excerpt from ICC-ES ESR.1311, Revised November 2011 INSTALLATION All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal - Plate -Connected Wood Trusses. Excerpt from tCC-ES ESR-1311, Revised November 2011 INSTALLATION All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal - Plate -Connected Wood Trusses. DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 0617 53—SHOP-FABRICATED WOOD TRUSSES REPORT HOLDER: MITEK INDUSTRIES., INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 EVALUATION SUBJECT: MITEK® TRUSS CONNECTOR PLATES: M-16, IVIII 16,, M-20I IVIII 20, M-20 HSI M11 20 HS AND MT20HSTM ICC ICC --WA- c1cchg C', EECPMGLISTER Look for the trusted marks of Conformityl 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied as to anyfinding or other matter in this report, or as to any product covered by the report. Copyright Q 2015 IMES Evaluation Report ESR-1311 Reissued June 2015 This report is subject to renewal June 2017, MMJcC.-elorg 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council' DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 63-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 Wylw.inll.com EVALUATION SUBJECT: MITek* TRUSS CONNECTOR PLATES: M-16, M11 16, M-20, Mil 20, M-20 HS, M11 20 HS, AND MT20HST- 1.0 EVALUATION SCOPE Compliance with the following codes: 2012, 2009, 2006 Intemational Building Code 0 (113C) 0 2012, 2009, 2006 International Residential Code (I RC) a 2013 Abu Dhabi International Building Code (ADIBC)l tThe ADIBC is based on the 2009 113C. 2009 IBC code sections referenced in this report are the same sections in the ADIBC Property evaluated: Structural 2.0 USES MiTee metal truss connector plates are used as joint connector components of light wood frame trusses, 3.0 DESCRIPTION 3.1 MiTek® M-16 and Mil 16: Model M-16 and Model Mil 16 metal truss connector plates are manufactured from minimum No, 16 gage 10.0575 inch total thickness (1,46 mm)), ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0.0565 inch (1.44 mm). Slats 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 mm) long, and there are 4.8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates are available in 1 -inch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 1114-inch (31.7 mm) multiples. See Figure 1 of this report for details, 3.2 MiTeO M-20 and Mll 20: Model M-20 and Model Mll 20 metal truss connector plates are manufactured from minimum No. 20 gage 10.0356 inch total thickness (0,9 mm)), ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0,0346 inch (0,88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0,15 inch 3,8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0,25 inch (6,4 mm). Each slot has a 0.33-inch-long (8,4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details, 3.3 MITe0 M-20 HS, Mil 20 HS, and MT20HSTm: Models M-20 HS, Mll 20 HS, and MT20HST" metal truss connector plates are manufactured from minimum No. 20 gage [0,0356 inch total thickness (0,9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 0,0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3 /4-inch-by-1 -inch (19 mm by 25A mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0.45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0,25-inch-wide (6.4 mm) strip of unpunched steel. The transverse oentedines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6.4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure 1 of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydrauticoaten embedment presses, JCC.ES Evatuation ReMris are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as on endorsement of the subject of the repori or a recommemtat7on jqr its use there is no warranty by]CCEvaluation Service, lXC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 0 2015 Page 1 of 5 ESR-1311 I Most Widely Accepted and Trusted Page 2 of multiple roller presses that usepartial embedment followed by full -embedment rollers, o, combinations of partial embedment roller presses and hydmw\c-platen presses that feed trusses into e stationary finish roller press. 5.4 Trusses must beassembled within the tolerances specified in ANS|/TPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal -Plate -Connected Wood Trusses. 4. 2 Allowable Design Values: Allowable design values for MiTeemetal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown inTables 1and 2uf this report. Allowable design values are applicable when the connection is made with identical p|ovoa on opposite sides nfthe joint. This evaluation report {m limited totha evaluation ufconnection capacity nfthe MiTeh~ metal truss connector p|a»mu |mvyd in this report. The design, manuhactuno, and installation of xuumao employing the truss plates have not been evaluated. Allowable values shown in Table 1 have out been adjusted for metal connector p|aVam embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustmentsmust be made in accordance with the requirements indicated in a uunemt |CC'ES evaluation report issued to the chemical treatment manufacturer, If the evaluation report does not contain information onthe adjustments, the chemical manufacturer must be contacted for this \nhuonavon Compliance with Section 2304. 9,5 of the IBC and Section R317.3ofthe |RC( Gect|un R319.3uf the 20V6|RC)ioalso required, sn CONDITIONS ofUSE The MiTee Industries metal true connector plates described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 6.1 This evaluation report and the manufacturer' s published installation \nmmctmnu, when required by the code officio|, must be submitted at the time of permit application. In the event of conflict between the manufacturer's pnh|imhm1 installation instructions and this document, the instructions in this document govern. 5.2 Each application for m building ponnit, using these metal tmoo connector p|an^w, must be accompanied by documentation showing that the dmuign, mmnv|aomm, and proposed installation conforms with the requirements ofthe applicable code. e.3 This report establishes plate design values only. For items not covered bythis report, such antruss design, fabrication, quality assurance and special inwp*ction, refer to the applicable version of ANSIITPI 1. engineering drawings and the applicable code, The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of trusses, using MiTeK~Industries metal truss connector plates, mvox not exceed those |iovad in Tables 1 and 2 of this report, Loud ovmoinmVnn reductions must be in accordance with the applicable code. 5.6 All lumber used in the fabrication of trusses using MiTaO Industries metal truss connector plates must egraded incompliance with the applicable building cmgo and must have a moisture content out exceeding 19 percent at the time of assembly. VVe$ service factors from AN8|/ TP| 1 Saction6.4 must be applied to the table values when the lumber moisture content exceeds 19peomnt, Allowable values shown in the $eWeu of this report are not applicable m metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. 5.6 Metal truss connector plates must Ueinstalled in pairs, onopposite faces of truss members 6.7 Galvanized G0Ometal truss plate connectors subject to ounnoivo environments must be protected in accordance with Section 0.5ofxNS}/TP( 1 6. 8 M.Tehw metal truss connector p| ovas are manufactured in Saint ChaNes, Mioauvd To||oonn, Arizona; Tampu, Florida; EUenton, North Carolina; and Bradford, Ontario, Canada. 6.0 svmmEwCE SUBMITTED 6. 1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Tmnw Construction, ANSi/TP\1 6,2 Manufacturer's descriptive literature. 6.3 A quality control manual, 7.0 IDENTIFICATION The MiTmxwcunnocmrs are identified by an imprint ufthe plate name embossed into the surface of the plate (fm example, the M-10plate |uembossed ^ M-16"),Additionally, boxes containing the connector plates must belabeled with the Mn*e industries name, the metal connector plate model, and the evaluation report number (EGR1311) ESR-1311 I Most Widely Accepted and Trusted Page 3 of 6 TABLE 1—ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT" (Iblin'/PLATE) LUMBER SPECIES SG AA EA AE EE M-16 AND M11 16 Douglas fir —larch 0,5 176 121 137 126 Hem -fir 0,43 119 64 102 98 Spruce -pine -fir 0.42 127 82 75 107 Southern pine 0.55 174 126 147 122 M-20 and M11 20 Douglas fir —larch 0.5 220 195 180 190 Hem -fir 0.43 185 148 129 145_ Spruce -pine -fir 0.42 197 144 143 137 Southern pine 0.55 249 190 184 200 M-20 HS, Mil 20 HS and MT20HS Douglas fir —larch 0.5 165 146 135 143 Hem -fir 0,43 139 ill 97 109 Spruce -pine -fir 0,42 148 108 107 103 Southern pine 0,55 187 143 138 150 For SI: 1 lb/02 = 6.9 kPa . NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed an opposite sides of joint. AA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE = Plate perpendicular to load, wood grain perpendicular to load 3AII truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment follomd by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2—EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTIONof M-16 AND MII 16 M-20 AND Mll 20 M-20 HS, Mil 20HS AND MT20HS Efficiency ir CanneatarPlatenIEfficiency Pounds/inch/Pair of Connector Plates Efficiency Pounds/inch/Pair of ConnectorIPlates Tension Values in Accordance with Section 5,4.4.2 of TPI-1 (Minimum Net Section over the Joint)' Tension (M 00 0.70 2012 0.50 880 059 1505 Tension Q 90 13 0.47 820 0A8 1219 Tension Values in Accordance with TPI-1 with a Deviation [see Section 5.4.9 (e)] Maximum Net Section Occurs over the Joint? Tension @ 00 0.68 1945 0.62 1091 Q.67 1716 Tension 849 0A8 841 0.52 1321 Shear Values Shear @ 00 0,54 1041 0,49 574 0.43 761 Shear @ 300 0.61 1173 0.63 738 0.61 1085 Shear 60° 0.73 1402 0,79 936 O.67 1184 Shear 900 0.55 1055 0.55 645 0.45 792 Shear 1200 0,48 914 0,42 490 0.34 608 IShear @ 1500 1 a35 672 046 544 0.3 537 For SI: I Iblinch = 0,175 N/mm, 1 inch = 25.4 mm, NOTES: Minimum Net Section — A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this line passes through a line of holes. Maximum Net Section — A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. ESR-1 311 1 Most Widely Accepted and Trusted Page 4 of 5 D 427" 1j: La I t J p1l: M-16, M1116 12fl, C 2,5,T 0 12'' flon 5 4 m,T 1 2 rnm M-20, M1120 FIGURE 1--APPROXIMATE OIMENSIONS OF MITEK CONNECTOR PLATES (in inches) ESR-1311 I Most Widely Accepted and Trusted Page 5 of 6 3 2 6 4 12 7 q 3 frm U, LJ - I L11 ni Ll ol, F M-20 HSI Mll 20 HSI MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) (Continued) ICC-ES Evaluation Report ESR-1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. wwwJcc_es.oqq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Councilo DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14616 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com EVALUATION SUBJECT: MlTek* TRUSS CONNECTOR PLATES: M-16, M11 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HS' 1.0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the MlTeO truss connector plates M-16, Mll 16, M-20, Mll 20, M-20 HS, Mll 20 HS, and MT20HSTm, described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when design and installation are in accordance with the International Building Code provisions described in the master evaluation report and with Chapters 16, 16A, 17, 17A, and 23 of the CBC. This supplement expires concurrently with the master evaluation report, reissued in June 2015. icc-Ls 1"'I'aluanon Reports are not to be construed as representing aesthetics Or any other attributes not epee ficolly addressed, nor are they to br construed as an endorsement of the subject of -the report or a recommendotionfor its use, 7'here is no Warranty by 107 Evaluation Service. 11C, express or otqVout as to any finding or other matter in this report or as to any product covered by the report, Copyright 0 2015 Page 1 of 1 ICC-ES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-gas.oE9 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council' DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 63—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com EVALUATION SUBJECT* MiTeOTRUSS CONNECTOR PLATES: M-116, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSTm 1.0 REPORT PURPOSE AND SCOPE Purpose. The purpose of this evaluation report supplement is to indicate that MiTee Truss Connector Plates M-1 6, M11 16, M-20, Mll 20, M-20 HS, Mll 20 HS, and MT20HSw, recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions; n 2014 and 2010 Florida Building Code —Building 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTek*Truss Connector Plates M-16, Mll 16, M-20, Mil 20, M-20 HS, M11 20 HS, and MT20HST", described in Sections 2,0 through 7.0 of the master evaluation report ESR-1 311, comply with the 2014 and 2010 Florida Building Code —Building and the 2014 and 2010 Florida Building Code —Residential, provided the design and installation are in accordance with the International Building Codee (16C) provisions noted in the master report. Use of the MiTeke Truss Connector Plates M-16, Mll 16, M-20, MII 20, M-20 HS, M11 20 HS, and MT20HST11 has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. LCC•ES El'aluation, Reports are not to be construed as representing aesthetics or any other attributes not .specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recominendo(tonfor its use There is no warranty by ICC Evaluation Service, LLC express or implied, as ((QP to any finding or other matter in this "port, or as to any product covered by the report =2V= Copyright 0 2015 Page 1 of 1 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 0617 53—SHOP-FABRICATED WOOD TRUSSES REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 EVALUATION SUBJECT: MITEK® TRUSS CONNECTOR PLATES: M-16, M11 16, M-20, M11 20, M-20 HS, IVIII 20 HS AND MT20HS TM IM IM Icc C PMG WED Look for the trusted marks of Conformityl 02014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" IC(,'-h,'S Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC7, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 0 2015 A Subsidiary of W= ICC-ES Evaluation Report ESR-1311 Reissued June 2015 This report is subject to renewal June 2017, wwwJqg-e§.o[g 1 (800) 423-6687 1 (562) 699-0543 A Subsidiary of the International Code Council* DIVISION* 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 wvr vv,.mlimm EVALUATION SUBJECT: MITe0 TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, M11 20, M-20 HS, Mil 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: a 2012, 2009, 2006 Intemational Building Code (18C) 0 2012. 2009, 2006 International Residential Code (IRC) 0 2013 Abu Dhabi International Building Code (ADIBC)l The ADIBC is based on the 2009 18C 2009 IBC code sections referenced in this report are the same sections in the ADIBC Property evaluated: Structural 2.0 USES MiTek(' metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3A MiTek*M-16and MI116: Model M-16 and Model Mll 16 metal truss connector plates are manufactured from minimum No. 16 gage (0,0575 inch total thickness (1.46 mirri ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating (0,0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0.0565 inch (1.44 mm). Slots 0.54 inch 133 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9. 4 mm) long, and there are 4,8 teeth per square inch 0, 0074 teeth per square millimeter) of plate area. Plates are available in 1-inch (25A mm) width increments, up to 12 inches (305 mm), and lengthwise in 1114Anch (313 mm) multiples. See Figure 1 of this report for details. 3. 2 MiTeO M-20 and Mil 20: Model M-20 and Model Mll 20 metal truss connector plates are manufactured from minimum No. 20 gage [0,0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0,0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0,0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0,45 inch 1 1A mm) long and 0.125 inch (3,2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0,15 inch 3, 8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6,4 mm). Each slot has a 0.33-inch-long (8A mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details. 3. 3 MiTak' M-20 HS, Mil 20 HS, and MT20HSTm: Models M-20 HS, Mil 20 HS, and MT20HSTM metal truss connector plates are manufactured from minimum No. 20 gage [ 0.0356 inch total thickness (0,9 mm)), ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability ( HSLAS-F), with a G60 galvanization coating 0. 0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3 /4-inGh-by-I -inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0, 45 inch (11.4 mm) long and 0.125 inch (3,2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6. 4 mm), Each slot has a 0,33-inch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point, See Figure I of this report for details. 4. 0 DESIGN AND INSTALLATION 4. 1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, FCC - ES Evaluation Reports are not to be construed as representing oevitencs or any other otirdnaes not spectitically oddrrssed, nor are, they to be construed .111109L as , Thereisnowarrantybykv,duatom Service, ttk, express or implied, asanendorsementofthesubjectofthereportorarecononendationforitsas(,, to onvfinding or other matter in this report, or as to any product covered by the report Copyright 40 2015 Page 1 of ESIRA 311 1 Most Widely Accepted and Trusted Page 2 of 5 multiple roller presses that use partial embedment followed by full -embedment mUom, or combinations of partial embedment roller pmuaas and hydraulic -platen pmooan that feed ,nwyues into a stationary finish roller pmwyo 5.4 Trusses must beassembled within the tolerances apenifiog in ANS|/TP| 1, Chapter 3, Quality Criteria for the Manufacture of Meta I -PI ate -Con nected Wood Trusses, 4. 2 Allowable Design Values: Allowable design values for MiTekometal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown inTables 1and Qof this report. Allowable design values are applicable when the connection iumade with identical plates onopposite sides ufthe joint, This mvm} wet|no report is limited to the evaluation ofconnection capacity o(the MiTek- metal truss connector plates Umod in this report, The design, manufmc%una, and metoUa0oo of trusses employing the truss plates have not been evaluated. Ann* mWe values shown in Table I have not been adjusted for metal connector p|ovao embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments must be made in 0000^dmnoo with the requirements indicated inucurrent |CC'ESevaluation report issued to the chemical treatment manufacturer, It the evaluation report does not contain information on the adjustments, the chemical manufacturer must bocontacted for this information, Compliance with Section 230495 of the IBC and Section R3173u/the |RC(Section R318,3nf the 20n6|RC).oalso required. 5.0 CONDITIONS OF USE The MiTek* Industries metal truss connector plates UeooMbeU in this report comply with, or are suitable o|vemaVwem to what in specified in, those codes | iovad in Section 1.0 of this n*pom, subject to the following 6.1 This evaluation report and the manufacturer's published installation inntrvctions, when required by the code officia|, must be submitted at the time of permit application. In the event of conflict Uomvmen the manufacturer's published installation instructions and this document, the instructions inthis document guwmm, 5. 2 Each application for m building pennit, using these m^gw\ t,wmo connector plates, must be accompanied by documentation showing that the deoign, mmnufamune, and proposed installation conforms with the requirements ufthe applicable code. 5.3 This report establishes plate design values only, For items not covered bythis report, such amtruss design, 5.5 fabrication, quality assurance and special inspection, refer to the applicable version of ANSI/ TPI 1. engineering drawings and the applicable code. The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of trusses, using MiTexoIndustries metal truss connector plates, must not exceed those listed in Tables 1 and 2 of this report. Load combination reductions must be in accordance with the applicable code. All lumber used in the fabrication of 1,uunea using MiTek~ Industries metal tmuo connector plates must be graded in compliance with the applicable building uudo and must have a moisture content not exceeding 19 percent at the time nfassembly. Wet service factors homAmS|/TP| 1 Section 0.* must be applied mthe table values when the lumber moisture content exceeds 19 percent, Allowable values shown inthe tables ofthis report are not applicable Wmetal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber, Metal truss connector plates must be installed in pairs, onopposite faces uxtruss members, Galvanized G6Ometal truss plate connectors subject to corrosive environments must be pmwm* eU in accordance with Section 6,5ofANSi/ TP| 1. M/Tee metal truss connector plates are manufactured in Saint Cxadem, Missouri; To|| eoun, Arizona; Tampa Florida; Edenmn, North Carolina; and Bradford, Ontario, Canada. EVIDENCE SUBMITTED 1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, 8NS{/Tp| 1 6. 2 Manufacturer's descriptive literature, 6.3 A quality control manual, 7.0 IDENTIFICATION The MiTek 6connectors are identified by an imprint ofthe p|ovs name omUvuued into the surface of the plate Um example, the M-1Oplate iwembossed ^M-1V^), Additionally, boxes containing the connector plates must belabeled with the MiTeKm |oduwmww name, the metal onnnwumr plate model, and the evaluation report number (ESn' 1o11) ESR-1311 I Most Widely Accepted and Trusted Page 3 of 6 TABLE 1—ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT" (iblin'/PLATE) LUMBER SPECIES SG AA M-16 AND Mil 16 Douglas fir -]arch 0,5 176 121 137 126 Hem -fir 0.43 119 64 102 98 Spruce -pine -fir 0,42 127 82 75 107 Southern pine 0.55 174 126 147 122 M-20 and Mil 20 Douglas fir -larch 0.5 220 195 180 190 Hem -fir 0,43 185 148 129 145 Spruce -pine -fir 0A2 197 144 143 137 Southern pine 0,55 249 190 184 200 M-20 HS, Mll 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 143 Hem -fir 0,43 139 ill 97 109 042 148 108 107 103 ISouthern pine 0,55 187 143 138 150 For SI: 1 lbtin' = 6,9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face), To achieve values, plates must be installed on opposite sides of joint, 2AA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE - Plate perpendicular to load, wood grain perpendicular to load All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2—EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M-16 AND Mill 16 M-20 AND Mil 20 M-20 HS, Mil 20HS AND MT20HS Efficiency ich/Pair of Connector Plates Efficiency Poundslinch/Pair of ConnectorIPlates Efficiency Poundslinch/Pair of Connector Plates Tension Values in Accordance with Section 5.4.4.2 of TPI-1 (Minimum Net Section over the Joint)' Tension @ 00 0.70 2012 0.50 880 0.59 1505 Tension 901 0,36 1013 0.47 820 0,48 1219 Tension Values in Accordance with TPI-1 with a Deviation [see Section 5.4.9 (e)] Maximum Net Section Occurs over the Joint' Tension 00 0.68 1945 0.62 1091 0.67 1716 Tension 901 0,52 1321 Shear Values Shear @ 00 0,54 1041 049 574 0.43 761 Shear Q 300 0,61 1173 0.63 738 0.61 1085 Shear @ 60° 0,73 1402 079 936 0.67 1184 Shear @ 901 0,55 1055 0.55 645 0.45 792 IShear @ 1200 0.48 914 OA2 490 0,34 608 IShear @ 1500 0,35 672 0.46 544 03 537 For SI: 1 lbtinch = 0,175 N/mm, linch - 25A mm, NOTES: Minimum Net Section - A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation, For these plates, this line passes through a line of holes. 2Maximum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes, ESR-1311 I Most Widely Accepted and Trusted Pape 4 of 6 0 A 2 7' 4 1 mm f'3 4 rrill, 3 M-20, M1120 FIGURE 1--APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) ESR-1311 I Most Widely Accepted and Trusted Page 5 of 6 0 1 2z" 0 ZW 0 5m" 3 2 mr,, 6 4 Mon 12 7 mm, n IU D n z U Di i D lu, I rui! titrn, 1 IjL 4 FIGURE 1--APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in inches) (Continued) IMES Evaluation Report ESR-1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.orn 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Councito DIVISION: 06 00 GO —WOOD, PLASTICS AND COMPOSITES Section: 06 17 63—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14616 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 6307 314) 434-1200 rm.mll.com EVALUATION SUBJECT: MITeke TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mll 20 HS, AND MT20HST* 1.0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code (CBC) Prop" evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the MiTeO truss connector plates M-16, Mll 16, M-20, Mll 20, M-20 HS, Mll 20 HS, and MT20HS'm, described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when design and installation are in accordance with the International Building Codeo provisions described in the master evaluation report and with Chapters 16,16A, 17,17A, and 23 of the CBC. This supplement expires concurrently with the master evaluation report, reissued in June 2015. 1(7(?-RS Evaluation deports are tort to be construed as representing aesthetics or any other attributes not .specifically addressed, nor arc they to be construed as an endorsement of the subject of the report or a recommendation for its use There is no lvarra"(Y by X'Chw'oluotfon 'Serrwe, bw, express or imphet( as to anyfinihng or other matter in this "part or as to any product cinvred by the report. Copyright 0 2015 Pop 1 of I ICC-ES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Councito DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 63--Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14616 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 0M EVALUATION SUBJECT: MITek'TRUSS CONNECTOR PLATES: M-16, Mll 16, M-20, Mill 20, M-20 HS, Mil 20 HS, AND MT20HSTO 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTee Truss Connector Plates M-1 6, MII 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HSTm, recognized in [CC -ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2014 and 2010 Florida Building Code —Building, 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTekeTruss Connector Plates M-16, Mll 16, M-20, Mll 20, M-20 HS, Mil 20 HS, and MT20HSTII, described in Sections 2.0 through TO of the master evaluation report ESR-131 1, comply with the 2014 and 2010 Florida Building Code —Building and the 2014 and 2010 Florida Building Code —Residential, provided the design and installation are in accordance with the International Building Code (IBC) provisions noted in the master report. Use of the MiTekoTruss Connector Plates M-16, Mil 16, M-20, Mil 20, M-20 HS, Mll 20 HS, and MT20HSTm has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For products failing under Florida Rule 9N-3, verification that the report holders quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. ICC-ES Embeintin Reports are not to be construed as representing aesthetics or any other attributes not specitically addressed, nor are they to be consowd as on endarsente ( qf'the Tuhtect of the report or a recommendation for As use. There is no warronty by WC I..vajuation Smite, UC express or imphed, as to atryfinding or other matter in this report, or as to any prodnet covered by the report. Copyright Q 2015 Psge 1 of 1 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 0617 53—SHOP-FABRICATED WOOD TRUSSES REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 EVALUATION SUBJECT: MITEK® TRUSS CONNECTOR PLATES: M-16, IVIII 16, M-20, M11 201 M-20 HSI IVIII 20 HS AND MT20HS'rm ICC ICC ICC C LIVED Look for the trusted marks of Conformity! 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright Q 2015 IMES Evaluation Report ESR-1 311 Reissued June 2015 This report is subject to renewal June 2017, www.icc-es.org 1 (800) 423-6587 1 (562) 699-0643 A Subsidiary of the International Code Council* DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 17 63-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 wym.mll.com EVALUATION SUBJECT: MlTek' TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mill 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: Is 2012, 2009, 2006 International Building Code (IBC) a 2012, 2009, 2006 International Residential Code' (IRC) 0 2013 Abu Dhabi International Building Code (ADI SC)l tThe ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections In the ADISC Property evaluated: Structural 2.0 USES MiTek* metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MITeksM-16and MI116; Model M-16 and Model M11 16 metal truss connector plates are manufactured from minimum No. 16 gage [0.0575 inch total thickness (1,46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0,0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0.0565 inch (1.44 mm). Slots 0.54 inch 13. 7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0,16 inch (4.1 mm) wide and 0-37 inch 9. 4 mm) long, and there are 4,8 teeth per square inch 0. 0074 teeth per square millimeter) of plate area. Plates are available in 1-inch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 04-inch (31.7 mm) multiples, See Figure 1 of this report for details. 3. 2 MiTee M-20 and Mil 20: Model M-20 and Model M11 20 metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0,013 mm)] and having a base - metal thickness of 0.0346 inch (0,88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 1 1A mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3, 8 mm) in a longitudinal direction, Longitudinal centerlines of slots are spaced 0,25 inch (6A mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details, 13 MiTek' M-20 HS, Mll 20 HS, and MT20HSTM: Models M-20 HS, Mil 20 HS, and MT20HSTM metal truss connector plates are manufactured from minimum No, 20 gage [ 0.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability ( HSLAS-F), with a G60 galvanization coating 0. 0005 inch thickness on each side (0,013 mm)] and having a base -metal thickness of 0.0346 inch (0,88 mm). Repeating 3 /4-inch-by-1 -inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0, 45 inch (11.4 mm) long and 0.125 inch (3,2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0,25 inch 6, 4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure 1 of this report for details, 4. 0 DESIGN AND INSTALLATION 4, 11 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, ICC- FS Evaluation Reports are not to be construed as representing aesthetics Or any other attributes no(speqficolly addressed, nor are they to be construed as an endorsement of'thesubject ofthe report or a recornmendationlrii, its use There is no iparranty by K.ChAwluationService, UC, express or implied, as to arty finding or other matter in this report, or as to any product covered by the report, Copyright 0 2015 page 1"of 6 ESR-1311 I Most Widely Accepted and Trusted Page 2 of 5 multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed ,muoaa into a stationary finish mUa, press. 6.4 Trusses must baassembled within the tolerances specified in ANG\/TP} 1, Chapter 3. Quality Criteria for the Manufacture of Meta I -Plate -Con nected Wood Trusses. 4. 2 Allowable Design Values: Allowable design values for MiTeko metal truss connector plates to be used inthe design ofmetal plate connected wood roof and floor trusses are shown inTables 1and 2ov this report, Allowable design vu| vea are applicable when the connection is made with identical p|a$am on opposite sides ufthe joint. This evaluation report iulimited the evaluation ufconnection capacity o[the MiToK~metal truss connector p|a\ao listed in this report. The design, monufmotv^e, and installation of tmeaee employing the truss plates have not been evaluated. Allowable values shown in Table 1 have not been ag}wateg for metal connector p|a»wo embedded in fire - retardant -treated or preservative -treated lumber, Proper adjustments must be made in accordance with the requirements indicated in a current |CC'ES evaluation report issued to the chemical treatment munutwomnar. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must becontacted for this | nbnnohon Compliance with Section 2304.85 of the {8Cand Section R317.3 ofthe |RC(Section R31V3u( the 2UO0|nC)imalso required. 5.0 CONDITIONS OF USE The k8|T*xo Industries metal tmoe onnnmom, plates described in this report comply with, or are suitable alternatives mwhat | u specified in, those codes listed in Section 1. 0 of this nepurt, subject to the following 6,1 This evaluation report and the manufacturer's published installation instmmVonu, when required by the code officie|, must h*submitted at the time of permit application, In the event of conflict between the mmnufwctu/e/o published installation motrvmiuna and this document, the instructions | nthis document govern. 5.2 Each application for a building pennit, using these metal truss connector plates, must ueaccompanied by documentation showing that the design, munufacxwm, and proposed installation conforms with the requirements ofthe applicable code. 6.8 This report establishes plate design values only, For items not covered bythis report, such umtruss design, 5.5 5.6 6.7 5.8 fabrication, quality assurance and special inspection, refer to the applicable version of ANsxrPI 1, engineering drawings and the applicable code, The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of trusses, using kX|Tek~Industries metal truss connector plates, must not axomog those |iuvmd in Tables 1 and 2 of this report. Load combination reductions must be in accordance with the applicable code, All lumber used in the fabrication of trusses using MiTeKn Industries metal truss connector plates must be graded incompliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly, VVo service factors from ANS|/TP| 1 Section 6. 4 must be applied to the table values when the lumber moisture content exceeds 19 percent, Allowable values shown inthe tables nfthis report are not applicable mmetal cmonymn, p| muao embedded in either fire -retardant - treated lumber or preservative -treated lumber, Metal truss connector plates must beinstalled in pairs, ooopposite faces oftruss members. Galvanized G6Umetal truss plate connectors subject to corrosive environments must be protected in accordance with Section 0.5ofKN8\/TP| 1 M|TaO metal truss connector p|o$^u are monwfunmnyd in Saint Charles, Missouri; TuUanqn. Arizona Tampu, Florida; EUwnton, North CamKna and Bradford, Ontario, Canada, 6,0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Tmuo Construction, ANS|/TP| 1 6.2 Manufacturer' s descriptive literature. 8.3 Aquality control manual. 7. 0 IDENTIFICATION The MiTeOconnectors are identified bymnimprint of the plate name embossed into the surface of the plate (fox example, the N-18plate ioembossed ^M'16^). Additionally, boxes containing the connector plates must be labeled with the MiTokm Industries nmme, the metal connector plate model, and the evaluation report number (E8n'1a11). ESR-1311 I Most Widely Accepted and Trusted Page 3 of 5 TABLE 1—ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (lb/in'/PLATE) LUMBER SPECIES SG AA EA AE EE M-16 AND Mill 16 Douglas fir —larch 0,5 176 121 137 126 Hem -fir 0,43 119 64 102 98 Spruce -pine -fir 0,42 127 82 75 107 Southern pine 0,55 174 126 147 122 M-20 and Mil 20 Douglas fir —larch 0.5 220 195 180 190 Hem -fir 0.43 185 148 129 145 Spruce -pine -fir 0A2 197 144 143 137 Southern pine 0.55 249 190 184 200 M-20 HS, Milt 20 HS and MT20HS Douglas fir —larch 0.5 165 146 135 143 Hem -fir 043 139 ill 97 109 Spruce -pine -fir 0A2 148 108 107 103 Southern pine 0,55 187 143 138 150 For SI: I lb/in 2 = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both fares when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. 2AA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE - Plate perpendicular to load, wood grain perpendicular to load All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2—EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTI N M-16 AND Mil 16 M-20 AND M11 20 M-20 HS, Mill 20HS AND MT20HS Efficiency Pounds/Inch/Pair of ConnectorIPlates Efficiency Pair of Connector Rlates EfficlancPounds/inch/Pair of Connector Plates Tension Values in Accordance with Section 5,4*2 of TPI- I (Minimum Net Section over the Joint)' Tension @ 0* 0,70 2012 0.50 880 0.59 1505 Tension @ 90 0.47 820 0,48 1219 Tension Values in Accordance with TPI-11 with a Deviation [see Section 5*9 (e)] Maximum Net Section Occurs over the Joint Tension @ 00 0.68 1945 0.62 1091 0.67 1716 Tension @ 900 0.30 849 0.48 841 0.52 1321 Shear Values Shear @ 01 0,54 1041 0A9 574 0.43 761 Shear @ 300 0,61 1173 0k3 738 0.61 1085 Shear @ 600 0.73 1402 0,79 936 0.67 1184 Shear @ 900 0,55 1055 0.55 645 0.45 792 Shear @ 1200 048 914 0.42 490 0.34 608 Shear@ 150* 0,35 672 0.46 544 03 537 For 31: 1 lb/inch = 0.175 N/mm, 1 inch = 25.4 mm. NOTES: Minimum Net Section — A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this line passes through a line of holes. 21vlaximum Net Section — A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes, ESR-1311 J Most Widely Accepted and Trusted Page 4 of 5 0 lll,'01 11w IfD 4,2171, 8% 4 then Imm, M-1 41 ri r n 171 Ll Ll 777 IL Ll LJ Lit LID ODU [,11' ul iL Cl 01 Lq 0 11 4— U Ll 01 D D NDTH M-20, M1120 FIGURE I —APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in inches) ESR-1311 I Most Widely Accepted and Trusted — Page 5 of 6 0 1.16, 0 w2a 12 7 mm, ll r, " 11 r, rl IIUU UU0 I'llu M-20 HSI Mll 20 HSI MT20HS FIGURE 1--APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) (Continued) IMES Evaluation Report ESR-1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017 ww. w - 1 jgg-es.oEg 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council` DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 63—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14616 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 w_ww.mil.com EVALUATION SUBJECT, MlTeO TRUSS CONNECTOR PLATES. M-1 6, Mil 16, M-20, Mll 20, M-20 HS, Mil 20 HS, AND MT20HSTM 1.0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the MiTeke truss connector plates M-16, Mll 16, M-20, Mll 20, M-20 HS, Mll 20 HS, and MT20HST", described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when design and installation are in accordance with the International Building Codes provisions described in the master evaluation report and with Chapters 16,16A. 17,17A, and 23 of the CBC. This supplement expires concurrently with the master evaluation report, reissued in June 2015, ICC-ES Evaluation Reports are ma to be construed as representing aesthetics or an), other attributes not specifically addressed, nor are they to be construed as an endorsement ofthesublect of the report or a recommentlation for to use There is no ivorrimly by WC Evaluation Service, LIE, express Or implied, as to any finding or miter matter in this report, or M 10 any Product covered by the report, Copyright 0 2015 Page 1 Of 1 IMES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017, KoLmjr -es.grg 1 (800) 423-0687 1 (562) 699-0543 A Subsidiary of the International Code Council'C DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 63—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com EVALUATION SUBJECT: MITe0 TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mll 20, M-20 HS, Mil 20 HS, AND MT20HSTM 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTeko Truss Connector Plates M-1 6, Mll 16, M-20, Mil 20, M-20 HS, Mll 20 HS, and MT20HSTIO, recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2014 and 2010 Florida Building Code —Budding 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTekeTrussConnector Plates M-16, Mil 16, M-20, Mll 20, M-20 HS, Mll 20 HS, and MT20HSTM , described in Sections 2. 0 through 7.0 of the master evaluation report ESR-1 311, comply with the 2014 and 2010 Florida Building Code —Building and the 2014 and 2010 Florida Building Code —Residential, provided the design and installation are in accordance with the International Building Code (IBC) provisions noted in the master report. Use of the MiTeeTruss Connector Plates M-16, Mll 16, M-20, Mll 20, M-20 HS, Mil 20 HS, and MT20HSTm has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. are, motto be construed osrepresenting aesthetics or any other attributes not spectilicallyaddressed , nor a", the yto be construed gd2i&L axon endorsement of the subject of the report or a reeontmerrdattoa far its use to any finding or other matter in this report, or at to an}, Product corered by the report. uan CopyNht 0 2015 P&P 1 of 1 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 0617 53—SHOP-FABRICATED WOOD TRUSSES REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 EVALUATION SUBJECT: MITEK" TRUSS CONNECTOR PLATES: M-16, M11 16, M-20, M11 20, M-20 HS), IVIII 20 HS AND MT20HSrm cc I ICC ICC C PMG LISTED Look for the trusted marks of Conformity I 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" A Subsidiary of 1CC'-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not ce specifically addressed, nor are they to be construed as an endorsement oJ*the subject of the report or a recommendation for its use. There is no warranty by 1CC7 Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 0 2015 ICE -ES Evaluation Report ESR-1311 Reissued June 2015 This report is subject to renewal June 2017, www.lec-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the Intemational Code Councilo DIVISION: 06 00 DO -WOOD, PLASTICS AND COMPOSITES Section: 06 17 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mll.com EVALUATION SUBJECT: MlTek" TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mill 20, M-20 HS, Mil 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: a 2012, 2009, 2006 International Building Code (IBC) 2012, 2009, 2006 International Residential Code (IRC) 2013 Abu Dhabi International Building Code (ADI BC)' The ADIBC is based on the 2009 IBC 2009 18C code sections referenced in this report are the same sections in the ADIBC Property evaluated: Structural 2.0 USES MiTek" metal truss connector plates are used as joint connector components of light wood frame trusses, 3.0 DESCRIPTION 3.1 MITeOM-16and MI116'. Model M-16 and Model Mll 16 metal truss connector plates are manufactured from minimum No, 16 gage [0.0575 inch total thickness (1,46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)) and having a base - metal thickness of 0,0565 inch (1.44 mm). Slots 0,54 inch 13. 7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at tight angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (41 mm) wide and 0.37 inch 9. 4 mm) long, and there are 4,8 teeth per square inch 0. 0074 teeth per square millimeter) of plate area. Plates are available in 1 -inch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 1'/4-inch (31.7 mm) multiples, See Figure 1 of this report for details. 3. 2 MITe0 M-20 and Mil 20: Model M-20 and Model Mll 20 metal truss connector plates are manufactured from minimum No. 20 gage (0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10,0005 inch thickness on each side (0,013 mm)] and having a base - metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0,45 inch 11A mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3. 8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6.4 mm), Each slot has a 0,33-inch-long (8A mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure I of this report for details. 3. 3 MITek* M-20 HS, M11 20 HS, and MT20HSTm: Models M-20 HS, Mll 20 HS, and MT20HSIm metal truss connector plates are manufactured from minimum No, 20 gage [ 0.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability ( HSLAS-F), with a G60 galvanization coating 0. 0005 inch thickness on each side (0,013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/ 4-inch-by-1-inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0. 45 inch (11.4 mm) long and 0,125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0,25 inch 6. 4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure I of this report for details. 4. 0 DESIGN AND INSTALLATION 4. 1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, ICC- E'S Evaluation Reports are not to be construed ors representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement ol'the subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 0 2015 Page 1 of 5 ESR-1311 I Most Widely Accepted and Trusted Page 2 of 5 multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller pvaomea and hydraulic -platen peomaa that haog tmaaos into a stationary finish roller press. 6.4 Trusses must beassembled within the tolerances specified in ANG(/TP| 1, Chapter 3, Quality Chveho for the Manufacture of Metal -PI ate -Con nected Wood Trusses. 4. 2 Allowable Design Values: Allowable design values for MiTeko metal truss connector plates to beused mthe design of metal plate connected wood roof and floor trusses are shown inTables Iand 2of this report. Allowable design values are applicable when the connection is made with iuenVom| p|uooa on opposite sides o(the joint, This evaluation report islimited toth* evaluation ofconnection capacity ofthe MiTek~ metal truss connector plates listed in this report. The design, monufactupa, and installation of \mmnea employing the truss plates have not been evaluated, Allowable values shown in Table 1 have not been adjusted for metal connector plates embedded iofire- retardant-treated or preservative -treated lumber, Proper adjustments must be n`mda in accordance with the requirements indicated in m current |CC'ES evaluation report issued to the chemical treatment manufacturer, If the evaluation report does not contain information on the adjustments, the chemical manufacturer must becontacted for this information. Compliance with Section 2304. 9.5 of the IBC and Section R317.3ofthe |RC( Section R319.3vf the 2O06|RC)ioalso required. 6.0 CONP| v|omS OF USE The MiTakw Industries metal truss connector plates described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1,0 of this nepnrt, subject to the following 5.1 This evaluation report and the menufacture/s published installation instmctionm, when required by the code officia|, must be submitted at the time of permit application. In the event of conflict between the manvfagunw/m published installation instructions and this document, the instructions inthis document govern, 5. 2 Each application for o building permit, using these metal truss connector plates, must b*accompanied by documentation showing that the Uesign, manufactune, and proposed installation conforms with the requirements nfthe applicable code. 6.3 This report establishes plate design values only. For items not covered bythis report, such aotruss design, 5.5 6. 6 5.7 em fabrication, quality assurance and special inspection, refer to the applicable version of ANSI/ TPI 1, engineering drawings and the applicable code. The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of tmomen. vumW MiTak*Industries metal truss connector plates, must not exceed those listed in Tub\ au 1 and 2 of this report. Load combination reductions must be in accordance with the applicable code. All lumber used in the fabrication of tm000n using MiTeOIndustries metal truss connector plates must be graded incompliance with the applicable building code and must have m moisture content not exceeding 19 percent at the time of assembly. VVat service factors from ANG|/TP| 1 Section O.4must be applied Vuthe table values when the lumber moisture content exceeds 19 percent, Allowable values shown inthe tables ofthis report are not applicable |umetal ounoamur plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. Metal tmoo connector p|uVum must be installed in pairs, onopposite faces oftruss members. Galvanized G60metal truss plate connectors subject to cunno|ve environments mvcx be protected in accordance with Section U.5ofAN8|/TP| 1, MiTe*o metal truss connector p| ovos are manufactured in Saint Chmnoa, Missouri; Tu|| omoo, Arizona Tampa, Florida; Eden1pn, North Carolina; and Br dhund.Ontario, Canada. a$ EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Cnnatruction.ANSVTP| 1. 6.2 Manufacturer's descriptive literature. 6.3 Aquality control manual. 7.0 IDENTIFICATION The MiTexocnnnactors are identified by an imprint of the plate none embossed into the surface of the plate (fox example, the M- 16 plate isembossed ^N-1tr)Additionally, boxes containing the connector plates must be labeled with the Mirex~ Industries namm, the metal connector p|mvo model, and the evaluation report number (ESR-13(1). ESR-1311 I Most Widely Accepted and Trusted Page 3 of 6 TABLE 1—ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (lb/In/PLATE) LUMBER SPECIES SG AA I EA AE EE M-16 AND Mil 16 Douglas fir-4arch 05 176 121 137 126 Hem -fir 0.43 119 64 102 98 Spruce -pine -fir 0,42 127 82 75 107 Southern pine 0.55 174 126 147 122 M-20 and Mil 20 Douglas fir —larch 0.5 220 195 180 190 Hem -fir 0A3 185 148 129 145 Spruce -pine -fir 0,42 197 144 143 137 Southern pine 0.55 249 190 184 200 M-20 HS, Mil 20 HS and MT20HS Douglas fir —larch 0.5 165 146 135 143 Hem -fir 0A3 139 ill 97 109 Spruce -pine -fir 0A2 148 108 107 103 Southern pine 0.55 187 143 138 150 For SI: llb/in 2 = 6,9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. 2AA - Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE = Plate perpendicular to load, wood grain perpendicular to load All truss plates are pressed into the wood for the full depth of their teeth by hydfaulic-platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2—EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M-16 AND Mil 16 M-20 AND Mil 20 M 20 HS, Mit 20HS AND MT20HS Efficiency Pounds/Inch/Pair of ConnectorIPlates Efficiency ds/Inch/Pair of Connector Plates Efficiency Pounds/inch/Pair of Connector Plates Tension Values in Accordance with Section 5,4*2 of TPI-1 (Minimum Net Section over the Joint)' Tension Q 01 0.70 2012 Q.50 K::T 0.59 1505 Tension @ 901 0.36 1013 0.47 820 1 0,48 1219 Tension Values in Accordance with TPI-1 with a Deviation [see Section 5A.9 (e)] Maximum Net Section Occurs over the Joine Tension @ 01 2 1091 1716 Tension @ 900 0.30 841 4E ]E 841 0.52 1321 Shear Values Shear @ 0* 0,54 1041 0,49 574 0.43 761 Shear @ 300 0,61 1173 OkZi 738 0.61 1085 Shear @ 600 033 1402 0.79 936 0.67 1184 Shear @ 900 0-55 1055 0.55 645 0A5 792 Shear@ 1200 0,48 914 0,42 490 0.34 608 IShear @ 1500 0.35 672 0.46 544 0.3 537 For SI: I lb/inch = 0.175 N/mm, I inch = 25A mm. NOTES: Minimum Net Section — A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this line passes through a line of holes. 2Maximurn Net Section — A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. F-SR-1311 I Most Widely Accepted and Trusted Page 4.of 5 NY o1w mm, 4 lmin 1 rli f7, U D, U LJ M-16, M1116 0 2w 0 125' k, 4 111'r 2 mm ED g [-,, I! [ L] 0,00,111, u L IL J:, ILI UDDOOODOUOU 0 365" M-20, M1120 FIGURE I —APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) ESR-1311 I Most Widely Accepted and Trusted Page 6 of 6 Q1_11, () 0 5001 n i m 12 7 U U Jl JI, Ull n Irl", n 111 01, 7,1110,111, 0-1,111,11 r I fl, Ll n U U Ull U M-20 HS, Mll 20 HSt MT20HS FIGURE I —APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATE$ (in Inches) (Continued) IMES Evaluation Report ESR-1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. wwwJqq-e%oEq 1 (800) 423-6587 1 (562) 699-0643 A Subsidiary of the International Code Council' DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 63—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-11200 www.mii.com EVALUATION SUBJECT: MiTOO TRUSS CONNECTOR PLATES: M-1 5, Mil 16, M-20, Mll 20, M-20 HS, Mil 20 HS, AND MT20HS- 1,0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the MiTeke truss connector plates M-16, Mll 16, M-20, Mll 20, M-20 HS, Mll 20 HS, and MT20HSTm, described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when design and installation are in accordance with the International Building Codee provisions described in the master evaluation report and with Chapters 16, 16A, 17, 17A, and 23 of the CBC. Thissupplement expires concurrently with the master evaluation report, reissued in June 2015. ICC,ESE'ealuation Reports are not to be construed as representing aesthetic or arcifi votherattributesnotspednor are they to be construed as a" endorsement oj'the subject of the report or a recommendoinin for its mse Aere is no warranty by ICC Us,. express or implied, as u, any finding or other ounter in this report or as to any product covered by the report Copyright 0 2015 Page 1 of I IMES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. wwwJgc-qs.oEg 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Councito DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14616 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 wmailmm EVALUATION SUBJECT: MITek! TRUSS CONNECTOR PLATES: M-16, Mll 16, M-20, Mil 20, M-20 HS, Mill 20 HS, AND MT20HS Tm 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTeko Truss Connector Plates M-1 6, M11 16, M-20, Mll 20, M-20 HS, Mll 20 HS, and MT20HS T", recognized in ICC-ES master report ESR-1 311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 0 2014 and 2010 Florida Building Code- —Building 4 2014 and 2010 Florida Building Code --Residential 2.0 CONCLUSIONS The MiTek*Truss Connector Plates M-16, Mll 16, M-20, M11 20, M-20 HS, Mll 20 HS, and MT20HST14, described in Sections 2,0 through 7.0 of the master evaluation report ESR-131 1, comply with the 2014 and 2010 Florida Building Code --Building and the 2014 and 2010 Florida Building Code --Residential, provided the design and installation are in accordance with the International Building Code 40 (IBC) provisions noted in the master report. Use of the MiTekoTruss Connector Plates M-16, Mil 16, M-20, Mll 20, M-20 HS, Mll 20 HS, and MT20HSTm has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code --- Building and the 2014 and 2010 Florida Building Code --Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015, K'C-ES rvaltanta" Reports are not to be construed as representing oestheacs or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Acre is no warranty by XX Evaluation Seri -toe, UC, express or implied, as to anyfinding or other matter in this report, or as to any product covered by the report, Copyright 0 2015 Florida Building Code Online Page I of 2 act$ Home I Log In I User Registration i Hot Topics Submit Surcharge I StatS 9 Facts Publications FBC Staff 5CIS Site Map Links Search Sus ne r%sSI th l Product Approval4USER: Public User Regulation UWUQ=Za=W ftaggaAMMULIWU > > AQpLtak"_Ltlij > Apiallcation Detail F"Im, FL # FL14239-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer BMP International Inc. Address/Phone/Email 4710 78th Street N St. Petersburg, FL 33714 727) 458-0544 benmengS@yahoo-com Authorized Signature Xianbin Meng benmeng8@yahoo.corTi Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer iq, Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management InSLILkite Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ted Berman, PE e' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code suino"r Year ASTM D1761-06 2006 ASTM D1761-88 2000 Florida Licensed Professional Engineer or Architect htips:llwww.floridabtiliding.orglprlpr__app_dti.aspx?parain=wGf,VXQu,tl)qtiDEJErtOSCei... 7/20/2015 T# Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 FL tt model, Number or Name Description 14239.1 Slotted Steel Tie -Down Clips, 1" Steel Tie -Down Clip System (For Use with Mechanical UnitsIand2" Models at Roof or Grade) Limits of Use Installation Instructions Approved for use in HVHZ: Yes ELM"LR1_a_P_W9jW Approved for use outside HVHZ,, Yes Verified By: Frank L. Bennardo, P.E. 0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This design provides allowable capacities for the EW21%_A1ALXYAW_df system. The required site -specific design pressure (demand) Created by Independent Third Party: Yes shall be calculated by others for use with this design. ffE Fe-R A The State of Florida is an AA/EEO employer, COUX(Ight a Under Florida law, email addresses are public records, If you (To not want your e-mail address released in response to a pubfic-mi:Orft request, do not send elearorac mail to this entity. Instead, contact the office by phone or try traditional M00, Ity0v have any qu"hons, please contact $50.487.139%. *Pursuant to Wl" 455,27S(I), Florida Statutes, etfoch" OcWW 1, 2012, heayh;",s fictoW under` C"pW 45% FS. must provide the Dep4rTmetiI with an f"A address it they have one. The 0"111I provkht1l may be WA4 for difficult communArAtion, witti, the pans". however emsill addresses are pub0c mord. It you 00 not wish to supply a personal address, please provide the Department with an prinail address which can be made available to the public. To determine If you are a licensee under chapter 455, F.$., please click heolL. Product Approval Accepts: 19 As N a https:ll,x-ww.floridabuil(iing.org/pr/pr__app_dtl.aspx?pat-ani=wGEVXQwtDquDEJl".rtOSCei... 7/20/2015 ATI NAL, MECHANICAL UNIT STEEL TIE -DOWN CLIP; AT GRADE & ROOF -TOP MOUNTED APPLICATIONS CEt P F G;UZV TY ASSUMED 0 ACT AT THE 4ETRi ENT7k nF INE - ME :HANICAL UNIT.>r MECHANICAL L3NIT MUST BE SQUARE OR RECTANGULAR r s NO IRRI'GU,AR'SHAPFS O N 3" MAX 0Y TI LRS SEE DES "4 S HCDJLES FOR ALLOW AAi c SUBSTRATES MECHANICAL UNIT 75LB MIN. WEIGHT, l MECHANICAL UNIT PER SEPARATE 1 CERTIFICATION, TYP. S _E DESIGN S _H. ,Ii LE FOR MAXIMUM SURFACE i AREA AND DESIGN PRESSURE, TYP. STEEL TIE -DOWN CLIPS. OR CLIP INFORM.430N; Z'' 3' MAX T. P. iTV;, i TIE-DOWN ISOMETRIC I TYGE OF CLIP AfLO NUMBER OF CLIPS 1 I' = Pam^ ISOMETRIC PER CORNER', WILL VARY PER CONNECTION TYPES CI-C, ON SM4T 2 TIE -DOWN CLIP DIRECTIVE EXAMPLE 1THE %OLIOWINNG EXAMPLE ILL. STRAT'S THE PROCEOURE USEO TO OETERMINE THE MAXIMUM ALLOWABLE ROOFTOP INSTALLATION HEIGHT, H, FCA ANY GIV£Iti MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN, SEE SHEETS 4^5 FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: CCINSIOEA THE !NSTALLAIION CF (1) MECHANICAL uN WITH THE FOLLOWING CR.'`ERIA+ Vuus170 MP,,' EXPOSURE R 49' .x 48' DEEP x AS WIDE, 100 LB (WEIG? AS VERIFIED BY OTHERS) INSTALLED TO 3000 FST MIN CONCRETE W ITN ;1, 2 GI.IF AT EACH CORNER OF UNIT (TOTAL OF (4) CUPS) PROCEDURE STEP WHIC%i DESIGN SCFIEDL VE TABLE TO USE 4 ±C.HECN MAXIMUM UNIT HEGk,'I RESTRICTION Dt'' RMINF THE AULO—SIE r-,OF.TOP HEIGHT OF THE 3NSTALIATION RESULT THIS INSTALLATION IS iNTENDEO FOR A VW1=110 MPH, EXPOSUR-c'V. THIS DESIGN CRITERIA CORRESPONDS TO TABLE 5 THIS UNIT HEIGHT OF 48' IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48'. NOTE. THIS PRODUCT APPROVAL ALLOWS THE LINIT TO BE INSTALLED ON TOP OF AN A/C STAND I NAT IS A MAXIMUM 30" TALL. IF AN AIC STAND IS UTILIZED, CHECK TO SEE THAT THE STAND DOES NOT EXCEED "' IN HEIGMT THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 FT, A001RO!rALLY, THIS UNIT MAY BE INSTALLED ON ROOF TOP HEIGHTS GREAi'cA THAN 604T AND LESS THAN 200 FT. SEE I- ON TABLE 5 FOR THE NUMERICA. VALUES OF THIS DESIGN EXAMPLE DESIGN NOTES: = * THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-30 AND THE F*.OR.y} BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANEE INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIGN CRITERIA U5ED I? C+ALCULRTE THE ALLOWABLE RtOF-TOP HEIGHTS COHSL ERS ASCE 7-14 SECTION ZIL$.1 psi TOO RQO^"TI?T HEIEIGHTS S41,560 FT AND SECTION 24.5 FOR ROOF TOP HEIGHTS (H)>60 FT SECTION 2?,4-I FAR INSTALLATIONS AT 5AAcDE, GGa,,,,.,9.50 v1TIHIY TH'E HVH$, GCE >'I40 OUTSIDE THE PIVHZES , i< +iS h":R.,AiI LCCATION5 (CORCt.AkEhl). THE HEIGHTS LISTDESIGED 1N TVARHE DESIGN SCH EDUIDKREPRESENTASCETHE A OLOWASBERi E1G! OF THE BUILDING, THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30 'TAIL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED 1N THE 'DESIGN SCHEDULES. GENERAL NOTES. 1, THIS PRODUCT HAS BEEN DESIGNED AND 54A.L BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 6 ASCE 7-1.0, THIS PRODUCT MAY u ik%' m•aTl 1* F N v 4 < >7 N L' w ti Owuj N ,r`y i BE USED WITHIN AND OUTSIDE THE HTGii VELOCITY HURRICANE ZONE, 2. NO 33-IJ3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF 1n15 SYSTEM. LJ DESIGN IS BASED ON'11=NT P ROV:DEQ PRODUCT AND DIE SHEETS FROM TEST z REPORTS *T 97D30?A, sT, „EOW,;,TE1 7N BY F<TING EVALUATION LABORATORIES, a INC...40 SUBS'FTU'°ITOtiSW!'li?{WTYYR?TEEN APPROVAL BY THIS ENGINEER SHAD 5E U PERMITTED 4. MAXIMUM a MINIMU.: DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL MECHANICAL SPECIFICATIONS J ., Q :pCONFORMTOSPECIFICATIONSSTATEDHEREIN. ALL CLEAN SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATION", Z 0 AND ARE THE EXPAE S R SPONSIB:LITN 'OF THE CONTRACTOR. O z 4A +•? 5. FASTENERS TO BE Al2 X %" OR GREATER SAE GRADE S UN'-ESS NOTED OTHERWISE. UTAPCO45REFERREDTOHEREINSHAL0£ ITW SJILDFX BRAND,CARBON STEEL ONLY, INSTALLED TO 3000 PST MIN CONCRETE. SEE N KYR SCHEOUL FOR ANCHOR REQU'46MENIS. ALI FASTENERS SHALL HAVE APPROPR:ATE CO RDSIO% PROTECTIONQ1Z c cT4PREVENTELECTROYSIS, 6. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL (GRADE W W"ITH Fy=33 KSI OR BETTER. h1 `•• cl iFu, z ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION Vir." AN APPROVFD Lu COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION., G90-RATED COATING F O REQUIRED FOR ALL COASTAL INSTALLATIONS. z a 7, ALL CONCRET-E SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION.. AS A MINiMUM, F--i ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4' MIN. THICK AND SHALL HAVE MiNiMJM COMPRESSIVE SIRENG FH OF 3000 PSI, UNLESS NOTED OTHERWISE. d E 8, THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. m 9. SUELTRICAL GROUND, WHEN REQUTR&D, TO BE DESIGNED & INSTALLED BY OTHERS, 10, THE ADEQUACY OF MJY EXISTING+ STRUCTLIRE TO WITHSTAND SUPERIMPOSED WADS SHALL BE VERIFIED By THE ONSITE DESIGN PROFMIONAL AND IS NOT INKLUM IN THIS CERTIFICATION,EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDr,104AL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.3 11, THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR i A SPECIFIC SITE, FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED J" HEREIN, A L1C_'NS£D ENGIHPEP. OR REGISTERED RRCHTT'ECC SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. Ca 1 12, WATER TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED J A OR ALTERED WATERPROOFING MEMBRANE 15 RESTORED AFIT 1ADRICATlON AND A INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS y WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING i 4 CONTRACTOR. THE VOL WIND 9 13. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY SPEEDS USED 1N THIS APPROVAL, SEE SECTION 26.7.3 OF ASCE 7 yI g 15-2378 T fIXA?.R':'w TN.NAI&,7J, 11 NiyrrF,' yi ANCHOR SCHEDULE: 1" CLIPS 2" CLIPS Ar SUBSTRATE OfSCRSPTIOM I SU857MATPV_ J DESCRIPTION, S IS-49CAR3t;N ...TE6 3 ((i) SJiG'3 CAR *L v+ {^`'.^ 3 IT4I BUILOEX TAPCON, ONCRCfE. Z)±' FUII ENiO TO ' I CONCRETE: i Z' FULL £MB£D T4 •iREtI+''jt j F a {4' THICK MIN CONCRETE, 3.ui M:N, j (4' THICK MIN, 1 tWKRETE,:i 1`0 304G PSI MIN) EiX;£ DISTANCE, 3 j- MSN f 30w Psi MIN.) £DOE OtSTANC£. x X it SPACING TO ANY ; ST'MSI+G TO AqY 4 IA AD)AC['NT ANCH9R t AD ACENT AN HOR. ns r pppQ ' GLmYlu2 Y ,( £ {2)-#14 -SAE GRADE 5 f ( Z) lA SA GRACES ZX (] O ALUMINUM ? ALUMINUM SHEET METAL SCREW TO 1 SHEET METAL StRPWS TO O 1 S M1, (Q.125 MIN ALUMINUM, PROVIPE {S AIUMINJM, j3 THICK S^5a-'6 ; PI HES M1N. PAST 7NICC bD61.16 PRCHES MSN. GAS 3 SA C w 3 J3" MAX i HIN. ALVMIN'vM !!!€ M; N. A ll INVM} rl' C.3PS TYR. ( j THREAD PLANE THREAD PUKE O L PS oanrlr .E 1)-s 14 SAE GRADE 5 { E 1) si4 SAE GRADE 5 0.125" MIN, SHcET META SCRE O i (0.12$ N N SHEET ME'"RL SCREW TO .+ A THICK, 33 %SS THICK 333 KSYSTEE4PRN7P5M7NSIE STEEL, T {'. 5 If5=cAtsT rmi 1' ` ,' MIN, STEEL) PITCHES SSN PAST THREADPLANEFA ZryP. ZT THR ADPLAAL 11tA .+ rti !y TYr. #ylsa IMEEUM£NT AND EDGE DISTANCE EXCLUDES FINISHES 3. APPUCAEL£, z j2ENSOPFMPNIULEDGEDISTANCEASNOTE,- ?N ANCHOR 1 SC "U"£, 1 CON N ECTiO N TYPE Cl 3 SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACH: TO E HANICAL UNIT. d 00 CONNECTION TYPE C2 OON r 4{. 5I - t,TIL3ZE (1} AT EACH LIR CN,R "09 .A TOTAL I OF (4) PER LIN 1" C51R - U?i5.2ZG 12} AT EACH CORNER FOR A TOTAL Of {81 PER iiNTT + & N O z t 3 O Q a J n P V 0 8" h1AX ,) - 6' MAX Z o n c- CUSP 4PF5 CUSP OFFSET" t,y E zi^. ;-............CtI: RASRS A u w MECHANICAL U CL19- CUY ,._.11Y2T PER i SPACING `r SEPARA L ,A A a ll r ' CEPS 3, IAfk TIP, jr,.tiiA CUPS . ITI_IZE 4} C' SAS EA SIDE } fiyp, OF LNTT.OR A TOTAL OF a) PER UNI. k KAX ,) V £' 3" MAX TIP. TfP, MAI, 15- 2378 CONNECTION TYPE C3 CONNECTION TYPE C4 5 ALTERNATECLIP DETAILR fl Z' LI PS • UTILIZE (13 Air _ ALN CORtiPR r`Or? A 7pTAl Or (4, PEA VI 2T Cfi 1lTiL ZE f2J ze.7 EACdi Li3RY%R FAA TOTAL OF j3;R R Ul siT 3 N.T.S. PLAN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC CLIPS ATIt" EACii CORNER FOR A TTYPES8) CnPS PER UNIT'., AF FOR ANY CLIP LON 10' 0. 19, UTILIZE I5)-.12 SAE GRADE 5 SHEET META-, SCREWS, T'fA ASTM A2in Z. 3))-4 2 SA-1 GRADE E R C AL SCREWSUP F > I' PS TO F' SHY E- MI:7AL SCREWS kf THAN IYP, 5-, F A,,o MOLEFROM, 1' PC ANCHOR 5CHE-DUI, TYP, 01, HER X 1" CLIP ISOMETRIC DETAIL 11 1 5 ISOMETRIC AS M AI$3 ti, TYF, SAE GRADE 5 A PHT 1171L 1111WS FOR CUPS 4' _OPIG. L11LIZE ( 4-1--#12 SHEc MET Al- SCREWS FOR CLIPS LONGER 7HAN 4". rYP, 4C7 To US E, F R ANCt* Rl, 371' ACT0RY- M!1LLfD, .-O HOLES, FROM 2' LIP ANCHOR SCH 00_E, 2 2" CLIP ISOMETRIC DETAIL 2,) 1, 7.sl LSOMETRic: MEChANI CAL UNIT BY OTHERS, ALUMINJM HOUSING UNITS SHALL BE 6063-Tti MIN, AUM NUM SHEtT IVI T" Fty-jO KSI, 0,125 MIN. THICKNESS, STEEL MOUSING UNITS SHALL BE ASTRI, A653 FyF33KSI MIN. STEEL, 'GRACE 33. 22GA MIN, (-Q029q',, 0,MS' THICK ASTM A283 STEEL CLIP, 7 P. BASE OF UNIT SHALL BE FUSH WITH EASE OF cup, NO SPACE 3)-412 SAE GRADE 5 SHEET VXTAL SCREWS FOR CLIPS UP TO 5- LONG, UTILIZE ( 5)-tI7 SHTET METAL SCRE.S! ORCLIPS ONGER THAN 5". PROVIDE (5) 11TCPES MIN. PAST 7HAFAP R-AUE FOR EACH SMS, - YP, ANCHOR PER Baer ANCHOR sM SCHEDULE PERMITTED, TYR, SUB RATE UBSTRATE PER ANCHORSCHEOjLE VARIES) I" TIE -DOWN CLIP ANCHOR DETAIL 3) 3' = 1'- T DETAIL CLIP IS DESIGNED FOR FJLL CONTACT WITV THE BASE OF EACH L MFCJHAN,J. Aj UN17 BY OTPIERS, ALI;MINUM HOUSING UNITS SMALL BE 60,63-T6 MIN, ALUM" NUM sHr, 3)-012 SAE GRADE - SHEET MIN, THICKH"T E55, STEEL HOUSING UNTIS SHALL BE A57 M A653 Fy=33KSI MIN SCREWS FOR CLIPS 4" STEEL, GRADE 33, 22GA MIN, LOMETA; IN '. U11LIZE (4; 4112St^EE-f ME r AL SCREWS FOR CUPsLON G,19 THAN 4", PROVIDE (5) PITCHES MIN. PAST THREAD PLANE O:D72' OR FOR EACH SVIS, TYP, THICK ASTM A263 STEEL CLIP, TVP. CASE Of UNIT SHALL 1) OR (2)A.vC',ORS BE FLUSH WIT,, BASE PER ANCiiOR Of CUP, NO SPACE PERMITTED, TYP. SUBSTRATE PER Auc"OR SolfouLt VARIES) 2" TIE - DOWN CLIP 2)ANCHOR DETAIL 3 J- I- DETAIL CLIP 15 DESIGNED FOR FULL COW,A--T WITH HE BASE 7 EACH E ofTM MECHANICALLNIT, TYP, z 0 z z 3: 0 z 90z ' r- z cl ui Z z 0 E U CD u 1! 15- 2378 TABLE 1: Vult=175 MPH, EXPOSURE C c'GF' "^" Wt7'1 A A S' I i STRvl.-Ti,KE 31 T}'E I<— VZsOC;771 AKR,CANE IONE' UgE AR, -A Cc UN i j'' c C2 C3 C4 I" Nl- I LARG£s T -iFtGH T Fh 6; v 24* ','TAX 12- NiA ..ATGRADE AT6RAVI 5 2-C F7 9 32* mu 15WIN NA ATGRADE A7, GRAOf H 60 FT AT GRACE H S 700 ri H 3f' FT H i; ;ChG;:T f, FT' AT GRA H -140 FT ATGRADE FIS200fT y FV 48" MAX 24, AT GRACE AT GRApf s Iso v 12 FT' NJA AT GRADE AT GRADE H 4 40 FT fT ATG RADE GRACE WAAT GRADE 20 F- NJA AT GRA4?f N/A ATGRADE 25 F-, NIA AT GpWA NIA 47 GRADE MAY, n,, V 4B, PIA; N N/A N7A N/A AT SR46f WA WA NIA AT GRADE 1ABLE6 TO RE VEO WlltN HE HV,Z WH.CACQNTWW BROWARDAIZ VAVADE COUNT! Z5 CHECKWITH LOCAll THEAPPUCAB:LITY JF T 15 TABLPWITHH, FATAA TABLE 3 :-Vult= 170 MPH, EXPOSURE C OF LS. *WfT' S7AUCTUAE'} su RFACE ARE,% OF li !T LINi I C2 C2 C3 C4 NIT $LARC. E1 CH vv;OTH FACE` o 24' MAX I' V!Nl 4! A H 200 FT 1111A H 5 21,' FT 0 MAY 1 1 `/;N A ji 15 F7 A GRADE H 2X FT 60 FT t-1 2 To F- AT '5"?! H S 2`wO IT 2x 4 AT C.9.AiF HS 200 f", , , FT< ip, F, 43 INIAX 24— ViN N/A H F- AT Clq AGE FT -HS39 FT 12 N/A Al ' F7 ifi Fix NJA AT GRADE N/A H 5200 PT 10 F-1 N/ A AT f•RADE NjA id 5240 FT 3r F-, 5 F12 N/A N/A N/A 60 F: H S 230 F' Soo F-1 iC* MAX a8" 4N WA WA N/A AT GRADE 60 FT c H i 2$D FT 36 r 1 WA IJ/A A AT GRADE A' AN f XAWLF, THIS TABLE IS PERIOISSI&Lf 70 K U5ED PALM 5EAC,r COUIM. CHECK WTT'H,L A1;TAOR FOR THE AVPUC;,eUTY Of 'H* IARtf VV'TKN CERTA*N P'-CRJDA COI;74TifS TABLE 2 : Vult=175 MPH, EXPOSURE D FFOR USE WITH A RISK CATEGORY i; STRU,-7URF IN THE HIGH, V&OC-ITY "JMCANE ZONE-) TOE- SLIRFACE AA.A OF IJ7741" Ul"IfT C2 C4 ux'7` 5 HEIGHT ACE i B F" 24- r," AX 12' M,.% NIA AT -GRAVE ATGRADE H S 200 P 9 7' 3r?VAX 15 M9.4 NJA AT GRADE i NIA m 35 3o FT 4 FT, AT GRADE N 2C4 FT AT WOE H S20OFT 6 FT-1 N/ A H 15 -T AT GRAM H s 200 FT 9 FT, 4a' VAX 24"MI-N AIiA AT GRADE ATGRADE H s So FT NJA ATGRADE NjA ATGRADE rl FT ATGRADE WA ATGRADE 20 TE NIA AT GRADE NjA AT GRADE 25;71 NBA NIA NIA AT C-hADF 30 FT' 4S %V4 i* S NfA AT OAAM 6 r" 4ill NlA AT GlVitE TjJ5 TAla fSPERWW&F TO BE USED WITHIN THE HVHZ VVHiCri CONTAIN$ 5ROWARD AND VILAK-DADE 00UNTJES, CHECKW11- 4 LOCAL AJI HORIly HKVI FOR THE APPLY-.WLV OF 7.H25 TABLE WITHIN CEATA;N FLORIDA COUNrifS TABLE 4 ; Vult=170 MPH, EXPOSURE D FOR USE WITH A RISK CA7 EGCRY It 5TRL17 LURE' AU ABLE tRCtql- FOP IlEljT t1li " _ PEZaWN CONFICURATSON TYPE NIAXN M IL SLIR^ACJE AREA OFUNIT LINT S C2 (3 CA UH T' LARGEST HEICH7 WIDTH FACE 6 FT'24',MAX 2" WN N/A H S 25D FT AT GRAM H 20* FT ED AT < H S 80 F-, 9 71 32" MAX 15 bl; 11 WA AT GRADE NIA ill 5 2CO F-I 60 H s 20C F- d FT. Al GRACE iT A 2" o f T H. S 2r)l, F7 H s COO c' Ao F H < VX F' H T H s 2G ; T FT 4S" VAX 24`,M; Zl N;A ATGRADE H 1 20, T ZW PT FV VA GRALlf 4 " 60 FT <FI lk M V A FT 41A IiIA NjA H f 14, 6, A, H 2tIoIT' 20 W NIA A-, GRAM N/A H s 40 IT 25 F"i N/A NJA N/A GRADi FT H S 200 F-. 60"MAX 48,1m1N N/ 41A AT GRA"i o FT' H<IWFT 60 55 W l/ANIA N/A AT GRADE A$ AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO 6E USED VV7,HiN PALM, BEACH COUNTY, Q4,ECX V;M-i LOCAL AUTHOR— t AVINC fAjRtSWCT4QN FOR THE APPLICABILITY Of THIS TABLE WJWN CERTAIN ;LlAQA ' ;}UNTTES q lff4TFLs:' V8 w t Rg J z z z o z Z ce s n Lu 2 z E CL 15-2378 I 1% TABLE 5 : Vult=140 MPH, EXPOSURE B IF OR USE WITH A RISK CATEGORY I STRUCTURE') LLDW` TIE -DOWN COSIMURATION TYPE MAXIMUM SURFACE AREA Of UNIT UNIT UNJ'S LARGEST HEIGHT WIDTHCl C3 CA FACE 5 FT' 24' MAX 12" WIN 60 FTH-SH:5 120 FT H 200 FT H 6 200 FT H i5 20C Fr 9 FT' 32"MAX 15' MIN AT GRADE H S 200 FT H 5 200 FT H 20C FT 4 FT' H 4 200 1, H s 200 FT H f. 200 FT. H 6 200 FT H 140 IT 4 5 200 FT H52 00 200 FTED , H s 2c F 9 FT' 45" MAX 24' MIN AT GRADE H S 200 FT H s 200 FT H S 2DO FT 60 FT < H s SIC) F7 I 12 IT, AT GRADE H S 200 FT H 40 FT h s 200 FT 60 IT H s 200 IT 16FT' N/A HS 200 FT H f. I ' 'T 6;' FT< H 5100 FT H - 200 FT 20 ; T' N/A H S 200 F7 H S 15 FT H 5 200 FT 60 FT . H 15 ISO FT 25 PT' N/A H 40 FT AT GRADE H S 200 F7 60 F T<1-152COFT fi()FT<HSSOFT 60' MAX 48" MIN 30 A' NIA H 15 Fr AT GRADE 200 FT 640 F7 < H s 160 FT 36FV NIA AT GRADE AT GRADE H:S 200 FT 6CFT IH SSO FT TABLE 7 : Vult=140 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY 11 STRUCTURE') TABLE 6 : Vult=140 MPH, EXPOSURE C FFOR USE WITH A RISK CATEGORY II STRUCTURE-) ALLOWABLE ROOFTOP HEIGHT JH) TIE - DOWN CONFIGURATION TYPE MAXIMUM' SURFACE AREA OF U NIT'S LARGEST UNIT UNIT HEIGHT WIDTH Cl C2 C3 r FACE 6 FT, 24'MAX i2' MIN ATGRAOE H S 200 FT H IS 200 FT H S 200 fll,, 9 FT' 32MAX15' MIN N/A H 1200 1- T 60 IT 4:5 2DU FT H I 20OFT x 4 F7' H 200 FT H 5 200 FT H s 200 FT H s 200 F' 6 FT' 50 GRADE FT HSI80,74 H 5 200 FT H S 203 FT H 200 F7 9 FT' 48" NIAX 24` JOIN ATGRADE H S 200 Fl H s; 40 FT i H 1100 F I 60 FT'H , 200 FT 12 FT' N/A H S 200 F7 ' ATGRADE H 5 200 FT 60 FT < H 16 Fr NJA 160 F H515 FT T < H S 20C FTI AT aRADE H s 200 FT 20 FT' NIA ED F H s 30 FT T H s 200 FT I AT 6RW H S 200 FT Z 25 F T' N/ A AT GRADE 60 FT < HlS 240 FT AT QAW H < 200 FT 6T MAX 43T MM 1 30 FT' N/ A AT GRADE 4 N/A H s 200 FT x z FT z 036 FT' N/A AT GRADE WA 60 FT < H 5200 Fr Z ALLOWABLEROOF-TOPtE!qHT HZ z TIE -DOWN CONFIGURATION TYPE CL MAXIMUM SURFACE AREA OF UNIT UNIT UNJ'5 LARGEST HEIGHTWIDTH Cl C2 C3 C4 ACE 6 FT' 24" MAX 12- MIN N/A s I 200 FT H S 30 PIT 60 F7 < m 5 20C FT 9 FT' 32" MAX 15*MIN N/A H 5 200 FT AT GRADE H s 200 f-; 60 f7 H % 140 FT 4 FT'H 5 40 FT SOFT , H 111200 FT;• H S 200F7 H 5 200FT H s 200 F7 6 FT' AT GRADE 200FT H s 200 FT H s 200 IT 60 FT I H 1100 Fl 9 FT' 48' MAX 24" MIN N/A H 5 200 FT H51 5 FT H s 200 F, T . H S 200 FTI 12FP I N/A H f 40 FT AT GRADE H s 2DO F7 60 FT . N. 200 FT 160 FT < H S 80 11 16 IT, N/A ATGRADE N/A H S 200 F7 FT H 5 200 ri zo FT' N/A AT GRADE AT GRADE H 5 200 F- So T < H 5200 fT 25 FT' WA AGRADE 60 FT , H < SOFT WA H 6 200 F_ 60" MAX 48' MIN 30 7 N/A N/ A R/A 4114`D FT A, AN EXAMPLE, THESE TABLESAREPERMISSIBLETOBEUSEDWITHIN60FTFTRIVARDCOUNTY, CHECK WITH LOCAL AUTHORITY HAVING )UMSOICTiON ATGRADE FOR -HE APPICABILITYOP THIS TABLE WITHIN CERTAIN F: ORIDA COUNTIES, 367' NIA N/A 3 N/A 60FTH12DEFT 15-2378 9 A, 0 0 E iv PnEwRaTs EN13INEERING EXPR ESS0 PRODUCT EVALUATION REPORT ENGINEERING ExPRE:—gso EXPERT PRODUCT EVALUATION REPORT April 14, 2015 Application Number: FL #14239. 1 -R3 FLB Project Number: 15-2378 Product Manufacturer: BMP International Manufacturer Address: 4710 28th Street North St. Petersburg, FL 33714 Product Name: Slotted Steel Tie -Down Clips, 1 " and 2" Models Product Description: Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade) Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 61 G20-3.005, F.A.C., for statewide acceptance per Method 1 (d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCULfiENTS FLB drawing #15-2378 titled "Mechanical Unit Steel Tie -Down Clip: At -Grade and Roof -Top Mounted Applications", sheets 1-5, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. TEST REPORTS Ultimate test loading structural performance has been tested in accordance with AST.M,D1 761 -88 test standards per test report(s) #TEL 01970387A and #TEL 019703878 by Test, AJMiI A5 4oratories, Inc. Q 't Ali - STRUCTURAL ENGINEERING CALCULATIONS Z Resed En eer's Seal Valid R Paes 23hStructuralengineeringcalculationshavebeenpreparedwhich evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Minimum Allowable Unit Width 2, Maximum Allowable Unit Height 3. Minimum Unit Weight Frank S, PE004 45 4. Maximum Allowable Unit Surface Area 5. Clip Configuration and Anchor Spacing Anchor Capacity for Various Substrates 7, Maximum allowable roof -top heights for various installation wind speeds No 33% increase in allowable stress has been used in the design of this product. 160 SW 12 T11 AVENUE # 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW. ENGFXP.COM ENGINEERING 4/14/2015 B ylnk:onutiouu —Sioo|TlcDowoOipo Page 2oK% Impact : Not applicable to this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the design schedule(s) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall boinstalled instrict compliance with the Product Evaluation Document (ie. engineering drewinQ). along with all components noted therein, The product components uhaUbeofdhomah*/ia|mpeoiOedinUhePmductE*m|uutionDocument(in. engineering drawing). ditions Limitations & ConofUse: Use of this product shall beinstrict accordance with the Product Evaluation Document (i.n.engineering drawing) amnoted herein. All supporting host structures shall bedesigned h»resist all superimposed loads and shall boofomaterial listed inthis product's respective anchor schedule, Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall beprotected against corrosion, oonh*minahon, and other such damage oiall times. This product has been designed for use within and outside of the High Velocity Hurricane Zone(HVHZ) ldO SW 12m Avcwos #/O6 orcnp/cLu 8cAc*, FL3]442 pxoms: 954-354-0860 rxx: 954-354'0443 wWw.LNG EXP. com U N V E R S>L UES Project No: 0110.1401008.0000 Workorder No: 9243812-1 ENOMEOR ING SACIENCES Report Date: 8/3/2016 Consult rots In-, GeotechnicalIngineeirtnq * Environmental Sciences Geophysit,al Services * (:onstruction MaterialsTesting - Threshold Inspection quilding Inspection * Plan Review - 80dinq Cade Administration 0a / 40X61- oggie Blvd, Orlando, 32811 - P-. 407.42105" - F: 407.423.3106 11h2lage- 1221isily hat R11Ro Client: Taylor Morrison of Florida, Incorporated UES Technician: Christian Gonzalez 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Date Tested: 08/03/2016 Project: Thorribrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: Lot 26 IYR2 Qf 12*1 Material: Native Field: ASTM D-2937 Drive Cylinder Method,, Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor Tie Jes Blow meet Ike minimum RR relative soil comRaction reVremen! o l-akorajop rocjor maximum JW 5ensj X PM ow mpp X minitntim rp, ;a ivp qni rnm ;;r, inn rp i urpnip-ri nt n r2 A mr nr mnytmitm tenet , Test Maxlinuin Density apum—um Moisture Fluid Dry Density FreTCT— Moisture 5011 Compaction bepth Pass No. Location of Test Range pcf) I Pcf) inch) or Fail 1 South side of footing 0-1 ft 105A 11.8 106.0 10.5 101 N/A pas! 2 North side of footing 1-2 ft 105.4 11.8 100.0 17.7 95 N/A Pas: 3 West side of footing 1-2 ft 105.4 11.8 103.0 12.5 98 N/A Pas: 4 East side of pad (TOF) 1-2 ft 105A 11.8 105.0 13.7 100 N/A Pas: L_L East side of pad (TOF) 1 2-3 ft 1 105.41 11.8 1 11Z5 12.2 107 NIA Pas: Remarks: TOP (top of soil) fl— 0"hh' .—I --t— a tl --+— an --4%, -,f-- nfFnnl4. o —I DESCRIPTION AS FURNISI-IED: Lot 26, THORNBROOKE PHASE 1, as recorded in Plot Book 79, Pages thru 7, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc CO Co Co Q) Co D=90'09'23" R-25, 00' 1, =39-34' C--35 . 4 0' CB=N 44'5357" E 2p,51 23.60' TRACT H (FUTURE DEVELOPMENT) AT 00"10'44" W 68.4 1' LOT 26 36.80 36.80' 25.20' 25.20' 10' UTIL. ESMT. N 00010'44" W 43.66' N 5.00' Q> CO 5,00' Tr C_ ION LOT 25 LOT - 8,093 SOFT LIVING - 1,453 SO, FT, GARAGE - 477 SQ. FT ENTRY - 144 so, F-I LANAI - 400 BREEZEWAY. NIA DRIVEWAY = 403 SQ'FT' SO, F T. SQ. fl-T, AIC PAD = 25 SQ. FT TREASURE LANE WALKWAY = 74 SQ.FT' IMPERVIOUS = 36,8 50' RIW) TRACT I 2,976 SQ, F7. Soo - 5117 SO.'-FT- 1 A W - 2,052 SQ. FT' PP APRON = 110 SQ. FT PROPOSED 0 SPOT GRADE ELEVATION SIDEWALK - 958 50. FT EFINISHEPERORAINAPLANS BUILDING SEMACKS. SOD - 984 50, FT, FRONT 25' TQTA AREAS. PROPOSED DRAINAGE FLOW REAR 15' PROPOSED INFORMATION SHOWN AREA 10,145 50. FT. LOT GRADING TYPE A SIDE 5.0' BASED ON SUPPLIED PLAN DRIVEWAY 573 SO. FT. PROPOSED F.F PER PLANS - 25,4' SIDE CORNER - 10' CLIENT( ANDIOR INSTRUCTIONS PER NOT FIELD VERIFIED 032SIDEWALK1, 101SOD6, SO -FT SQ.FT, CRUSENWEER —SCOTT ASSOC., 11VC. — LAND SURVEYORSY 4FGEHD - LEGEND - 5400 E. COLONIAL DR, ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 1436 I, • PLAT P.D.L. • POINT ON LINE F »FIELD TYR. • TYPICAL NOTES. INCH PIPEP.R.C.POINT Or REVERSC CURVATUREP INCH ROD PP.C.C. PONT OF COMPOUND CURVATURE I. THE UNDERSIGNED DOES HEREBY CER77FY FILAr THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS T14C FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER W—f7 OF THE FLORIDA SET FORTH By ADMINISTRATIVE CODE, C'"' CONCRETE MONUMENT RAO. RADIAL SCT 1p t/?' I.R.I•/PLO 4196 N.R. NON -RADIAL Z UNLESS EMBOSSED WITH SURVEYOR'S SEAL THIS SURVEY IS NOT VAUD AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. NEC. » RECOVERED VP. WITNESS POINT PIC a POINT of BEGIVING CALC. CALCULATED J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED To THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P10. Q POINT OF COMHCNCE.ENT PR PERMANENT REFTRENCC MONUMENT CCNTEINE FT F, tHISHCO FLDOR ELEVATION RLOR EASEMENTS THAT AFFECT THIS PROPERTY, 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN, N& D NA tL & DISK BSA.. BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY R/ W RIGHT-OF-WAY ex PCNCHKAR ESmT CASEMENT a,& •BASE REARING 6.DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVE&ICHIS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. DRAIN. DRAINAGE 7. BEARINGS,ARE WEB ASSUMED DATUM AND ON INC UNE SHOWN AS WE OWINO (84) UTIL, UTILITY B.ELEVATIONS, IF SHOWN, ARE BASED ON MA17OWL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTE CLTC. CHAIN LINK FENCE W9T(' WOOD FENCE 9. CERTIFICATE OF AUTHOR21A77ON No. 4596, CID « CONCRETE BLOCK SCALE I— I. - 20'DRAWN 6Y444 PC POINT OF CURVATURE P.T. PONT OF TANGENCY UESC, E ' A Pt ON CERTIFT!ED UY. ORDER No. R RADIUS L • ARC LENGTH PLOT PLAN 05— 16-16 1638-16 D DELTA FORA490ARD FOUNDATIONIELEVS, 07-26-16 2571-16 C • CHORD C.B. CHORD REARING NORTH THIS OUILDINGIPROPERTY OOES.NOT UE WITHIN A HE F' tirARj,ISHE0 100 YEAR FLOOD PLANE AS PER 'F(RM* TO 1 4714 ZONE 'x" MAP I 12117C 0055 F 4801 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ce — l k Q Documented Construction Value: S '52 L4 3 Job Address: q C> t e i_l , Parcel ID: Historic District: Yes No R Residential Commercial Type of Work: New j Addition Alteration Repair Demo Change of Use E] Move Description of Work: Qt ico l Yl i `P U -4-f - 44y -vjitti u cA- L (Y- b Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name C Street: LLE Q u O cf..Q t 1 City, State Zip:GLV-C1il Phone: Resident of property? : Contractor Information Name t—k A'o— Phone: Street tsco Fax: 1-- d City, State Zip:5a. N_. State License No.: ckzoa QW Q Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 201 S 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 wilt 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 contra equired in order to calculate a plan review charge and will be considered the estimated construction value of the job at the e. submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time p it is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed t ctu#I`construction value, credit will be applied to your permit fees when the permit is issued. `fr` OWNER'S AFFIDAVIT: I certify that all of the foregoing information ' ace to and that all work will be done in compliance with all applicable laws regulating constructio and ping. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date of Contractor/Agent Date Print Contractor/Agent's Name Signature of N ry-State of Florida Date 0 1( sA p` r. CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 Owner/Agent is Personally Known to Me or 11 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: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: am Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: I1i111>!)1 l'! Revised: June 30, 2015 Permit Application VP Purcfisiip OR Purclusi+3ih g. - M.wrP.r;rLNa Mwr}+.et..p,fgS.a y.i q M, 1