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448 Rocky Grove Ln 17-1947; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100004 BUILDING APPLICATION #: 17-10000407 BUILDING PERMIT NUMBER: 17-10000407 UNIT ADDRESS: ROCKY GROVE LN 448 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: DATE: July 06, 2017 21-19-30-510-0000-2860 PARCEL: TRACT: BLOCK: LOT: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 4 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 448 ROCKY GROVE LANE THORNBROOKE PH 4 LOT 286 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS Housing 705.00 1.000 dwl unit 705.00COLLECTORS nRESCUEmily N/A Housing 00 1.000 dwl unit FIRE R 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: SIGNA E- PLEASE PRINT NAME) DATE: ? I NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE T TNIS IS ,TEMENT OF FEES DUE THESEINOLEOURODIRE/RESCUELIBRARY AND/OREDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDERAND SHOULD REFERENCE l THECOUNTYBUILDINGPERMITNUMBERATTHE1"OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. DESCRIPTION AS FURNISHED: Lot 286, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 t1'Iru 71, IPublic Records of Seminole County, Florida. C. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. C 1 LOT 287 LOT 309 N 00D14'55" W 40.00' 0 LOT 286 4.80' 24.8 5.00' 30. I I FORM60ARD FOUNDATION TOP OF FORMS a 24.50' co 5.00' 4.3' t6 5.7' R 25.20' 25.20' 10' UTIL. ESMT. B.B.) N 00014' 55" W 40.00' 5.00' 6 0 • 5.00' 394.30' LOT 285 LVI - 4,L100 50.F-r LIVING = 1,588 SO.F7 L0 e' 11O C GARAGE - 403 ENTRY - 7.5 LANAI SO.rT. SO.Fi. 107 SO.rr. G G BREEZEWAY- N/A SO.FT. DRIVEWAY = 403 SO.FT. R 0 CKY CR 0 VE LANE A/C PAD = 12 SOFT. WALKWAY = 50 SO.FT. 50' R/W) TRACT I IMPERVIOUS= 55.0 z UTILITY do ACCESS R 2, 161SOD = 2 16t SO.FT. SO.r7. mpip L T AREA UA CULATIONSR/W 440 SO.F7' PROPOSED FINISHED SPOT GRADE ELEVATION APRON - 110 SO.rr. PER DRAINAGE PLANS BUILDING SETBACKS. SIDEWALK = 200 SOFT. vt PROPOSED DRAINAGE FLOW FRONT = 25' SOD - 130 SO.FT. L07 GRADING TYPE A PROPOSED F.F. PER PLANS - 24.5' REAR A: 15' SIDE 5.0' PROPOSED INFORMATION SHOWN AREA 5,240 Sn_.FI. SIDE CORNER - 10' BASED ON SUPPLIED PLAN DRIVEWAY = 57,1 SO.FI' PROPOSED GRADE PER CONSTRUCTION PUN ++ AND/OR INSTRUCTIONS PER SIDEWALK 250 SO.F1'. CLIENT NOT FIELD VERIFIED SOD -2,291 SO.rT. CRU,S'l'NML'YL'R-SCOTT ASSOC., INC. - LAND SURVT.MRS LEGEND - LEGEND - P 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436PLAT r FIELD DA- TYR POINT ON LINE TYPICAL NOTES., IP. • IPIRR PIPE PR.C. POINT Or REVE.RSC CURVATURE I. THE UNDERSIGNED DOES HEREBY COMFY THAT THIS SURVEY MCETS'THE STANDARDS OF PRACTICE SET FORM BDA YTHEFLORIDAORDOr IY,. - IRON ROD CHI. • C011CPCIE HONUNCHT P.CL. PAD. POIM or COMPOUND CURVATURC RADIAL PROFESSIONAL SURVL/0AS AND HAPPENS W CHAPTER '.LI-17 FLoRIDA ADMIN/STRATRT CODE PURSLwI TO SECTION 472077, Rl WRM TrATURS 4596 IP • IECOVE NR. NONVIT-RADIAL 2. UNLESS EMBOSSED WIN SURVEYOR'S SIGNATURE AND ORWW4. RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. GOLD r. • RECOVERED J. THIS SURVEY WAS PREPARED FROM MLE WFORMATON FURNISHED TO THE,SURNEYOR. THCRC MAY BC On/ER RESTRICTIONS PA. D. P.0. OF DCGIHNCE CALL. CALEDWi CALCULATEDCALCULATEDOR EASO+IENIS THAT AFFECT THIS PROPERTY. MIMI 1•.D.C. f411Ni IY IXDVIEHSCNCM PREY EPNA1tJlT REFERENCE NDNUNCNT 4. NO UNDERGROUND IAIPROWYLNIS HNW BEEN lOfi4LD UNLESS OMERWISC SHOWN. R • CENICRLINC rF. FINISHED FLODR CLCVATION 5. THIS SURVEY B PREPARCD FOR THE SOLE OEM" or THOSE CCRnnED TO AND SHOULD NOT BE RELIED UPON Or ANY OTHER ENTITY. NLD • NAIL L DISK DSL. DMWILDING, SCTWK LUX DEHCHMARK 0. OWENSONS SHOWN FTIR THE iODAT10N Or AUPROWMENTS HEREON SHOULD Nor BE USED TO RECONSTRUCT BOUNDARY LINES. V' V - RICNT-Or-VAY CSNT. CASEMENT 0.D. RASE WARING 7. 8C4P1N.S,*ARE BASED ASSIARM DATUM AND ON INC UNC SHOWN AS BASE BCARWC (98.) DRAIN - DRAINAGE I 0. ELEVATIONS, IF SHOWN, ARE 80-'=D ON NATIONAL, GEOVOIC DATUM Or 1929. UNLESS O NEAWSC NOTED, U111. UTILITY I D. CERnniCAIE Or AUTHoRinnoN No. 4090. CL. rC. • CHAIN LINK FENCE vDFC . vDDD rCNCC C/ D - CQCRCTC MUCK G. C. • pa 1: or Cl•IVAIURL P. 1. • DINT or TARGENCY DC.( DC$CRIPIION P • PADiU3. L . ARC LENGTH D • DELTA C CHORD CER77nED BY.• I SCALE - 1 • - 20' -4 1 DRAWN BY. • • • I 11 a1L ORDER NO. PLOT PLAN 0J-10-17 1056-17 REVISED PLOT PLAN 05-31-17 FORMDDARD FOUN04TION/ELEVS. 07-25-17 J022-77 THIS BUILDING/PROPERTY DOES. NOT UE WITHIN IRE ESTABLISHED 700 YEAR FLOOD PLANE AS PER FIRM- 70NE X. MAP 1 12117C 0055 F. T CRUSEN R.L.S. 1 47141414 ES W. SCO R.LS 1 4801 Y , 00&0000 Wadwider Noc 9314819-3 ENGINEERING SCIEKCES ft p a I Dater- 7rmm7 P-au ai dramri9 A tnoaaltmoadll rim'tvimaP • ffmr immmsrtaall 3ve mra 5t x+uu • G ruKcuratimm 9di:T g • PPm sAnuildl IimslFr Dpi arn 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 In -Place Density Test Report ! 7 CI-Ieft Taylor Mormon of Fbrrda. Inoorpor-a6ed 26W Lake Lucien Drire Suite 350 Maitland. FL W751 Project Thombrooke 40s & 50s, SF House pals Various Lots, Sanford, Seminole County, FL 32771 i Area Tested: Lot 286 (448 Rocky Grove Lane) Material: Native Reference Datum: 0 = Bottom of Footing UES Technicians Marais Teffis Date Tested: 0726MW TvDe of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the mffwnum 95% n k*w sou compaction mWwwnerd of Lab mkwy Proctor rmmmunn dry densidy- Test DINEft sture Field Dry Deffesw Field sou 6 tlarbre Depth Pass tfn Locabm of Test Ra go 6xQ 1w bid) rofthm W C R F a r fl M3 wNto or Fa 7 Wwlh Footer 0-1 it 105.4 11-8 107.6 11.9 102 WA Pas! 8 South Footer 1 2 It 105.4 11-8 105.0 15.4 100 WA Pas: 9 1 East Fouler 1 1 2 ft 1 105-41 11.8 1 107-1 1 14-1 1 102 1 WA I Pas: r...r:....r.. •r... o..r.r....,.. 4.........n..... ..rr .......ram ,......r....:er...+ .......r r....r: ,r ..........+....F...... r:....r..,...r ,..n....:..r;. . Parcel ID Numbera`:-19-30- 511-0000-_b 0 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. GRANT MALOY, SEMINOLE COUNTY C:LFRK OF CIRCUIT COURT h COMPTROLLER BY, 8949 Ps 80 (1Pss) CLERK'S A 2017069119 RECORDED 07/07/2017 03:24:55 PM RECUI-0;IN,t-. ES $10.00 RECORDED BY hdevore The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . Description of property : LOT f%iy Legal Description : Thornbrooke Phase according to the plat thereof, as recorded in Plat Book Pag;_ f the public records of Seminole County, Florida. Addresses : 44 A Cale l 4 k ItSanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : Signature of Owner's Agent: Zk n Asa Wright aylor Morrison of Florida I Sworn to and subscribed before me this by John Asa Wright personally known to me. Notary Public DA Clark 0•p`9 ON , •20 9 My commission expires: 6/27/19 Per Mytrjjq, Serial No. FF 209108 otary Signature: ''s rt,,,; CLERK F Tl,i C i C n( f ,'; "'% 47E0*f AND T LLER x;1rs SEMINOL RIDA S`, ; j 11 O'l ZOO BY DEPUTY CLERK REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # \1 - ,mil O—1 l BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 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 Address: 4q8 I&cy,-1 eawg ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final LTM181rd E R 1 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 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: - Documented Construction Value: S 1 9 gam• Job Address: rave Q Ax- Historic District: Yes No Parcel ID: _.;(-19-30-!510 -0000- 286 0 Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE LOT NUMBER: oZ UP Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: da hne Perm its Perm Perm Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, 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: 51s Edition (2014) Florida Building Code Wi\k3Revised: June 30, 2015 / Permit Application S ` jCfL`• NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 2 7Signatureoer/Agent Dafe Signature Contractor/Agent EVe TAYLOR MORRISONOF FLORIDA INC JOHN ASA WRIGHT Print Owner/Agent's Name Print Cont et s No e 2 Signature of of Florida Date SrgnatM—Wv j lotary-State of Florida ate D. A C" MY COMMISSION a FF 209108 EXPIRES: June 27, 2019 Bonded Tluu Budget Notuy Serial Owner/Agent is yES Personally Known to Me or Produced ID N/A Type of ID MY COMMISSION 0 FF 209108 EXPIRES: June 27, 2019 ior Bonded Tlw 1va et NelBry 6aHep Contractor/Agent is YES Personally Known to Me or Produced ID NO Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building R Electrical 0 Mechanical (g Plumbing[? Gas Roof Construction Type: Occupancy Use: 123 Flood Zone: k—St`E A-FAEHeD Total Sq Ft of Bldg: 1-- 11 t61 Min. Occupancy Load: of Stories: \ New Construction: Electric - # of Amps (SO Plumbing - # of Fixtures 1 7 Fire Sprinkler Permit: Yes No Z # of Heads Fire Alarm Permit: Yes No ®' APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: vkiC Cp"Z,0('11 FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. BUILDING: V 6 3A- t2 Revised: June 30, 2015 Permit Application o 87- 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: 448 Rocky Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2860 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE , Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O 'FIGS L S O Y 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: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway OR The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17-1947 Reviewed by: Michael Cash, CFM Date: June 29, 2017 0 r % D),,, Application for Right -of -Way Use for Driveway, Walkway & Landscape F L8 7 Department of Planning & Development Services nfo 300 North Park Avenue, Sanford, Florida 32771vwwv.aMoron.gov 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 pan 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. VV "B dA OT O?Mo tL e..>wn below. CAllbefwsyoudi4 1. Project Location/Address: _ Z'7 if IydC+-rl r0Vyy'c --- 2. Proposed Activity: 10 Driveway 0 Walkway ROther: 3. Schedule of Work: Start Date r,, Coomplpletion Date Emergency Repairs 4. Brief Description of Work: sMIAG AY jQ9 NSV &M This application is submitted by: er SignY 04 h'Aff1Y(0AJ hMAS Signature: PrintName: Address: 44NE / NO AL ZZICI Phone: !4j- W-bg4Q Fax- QkAhneffl Date: -.,Pt-Z'/1 Maintenance Responsibilities/ Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement 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 facilibes are in the public right-of-way. If the Requestor 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 Requestoes 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, indemnity, and hold harmless the City, its oouncilpersons, 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 attorneys 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 Ckys right- of-way. I have read and understand the above statement and by signing this application I agree to its terms. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: A::: Date: 6 -; % -/ 9 This permit shall be posted on the site during construction. Please call 407.688.6080, ExL 6401.24 hours In advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: V. U a* pw1I 0Tr Zv1v ROW Use Ddv wsy.pdt SCPA Parcel View: 21-19-30-510-0000-2860 http://parceidetai l.scpafl.org/Parcei Detai llnfo.aspx?PI D=2119305100... Prooertr Record Card P Parcel: 21-19-30-510-0000-2660 Owner. TAYLOR MORRISON OF FL INC enwo`aoouurKraos Property Address: FL Parcel Information Parcel 21-19-30-510-0000-2860 Owner TAYLOR MORRISON OF FL INC Property Address FL Mailing 151 SOUTHALL LN STE 200 MAITLAND. FL 32751 Subdivision Name THORNSROOKE PHASE 4 Tau District S7-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 2 O 120 Seminole County GIISS ascription LOT 288 ------ THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Value Summary 2017 Working Values 2016 Certified Values Valuation Method I CosVMarket i Cost/Market Number of Buildings 10 1 0 Depreciated Bldg Value 0 Depreciated EXFT Value i 0 Land Value (Market) 1 $26,050 0 Land Value Ag 10 JusVMarket Value •• 1 $26,050 10 Portability Adj -- Save Our Homes Adj Amendment 1 Adj 0 s0 0 0 0 P&G Adj s0 10 Assessed Value 26,050 0 Tax Amount without SOH: $0.00 2016 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 26,050, 0 26,050 Schools 26,050 s0 26,050 City Sanford 26,060 0 26,050 SJWM(Salnt Johns Water Management) 26,050, 0 26,050 County Bonds 26,050, 0 26,050 Sales Description Date Book Page Amount Qualified Vadimp No Sales riparable Sales Land Building Information - PermitsFF----------------------- — Permit 0 Description Agency Amount CO Date Permit Date II II I of 2 6/22/17, 1:55 PM taylor morrison Mo,rN• In•pr,W by YOV TaylorMorrison 2600 Lake Lucian Drive Suite 350 Maitland, FL 32751 June 2017 City Manager City of Sanford 300 N. Park Avenue Sanford, Florida 32771 RE: ESTOPPEL LETTER Thornbrooke Single Family Lotj in Phases 4 and 5 Address:A 4 8 PJ064 -cvD vc 1— This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford as the basis for issuance of Permit No. for the following work: construction of Single -family home unit in Thornbrooke Phases 4 and 5. Taylor Morrison of Florida, Inc., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, comprehensive plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the single-family homes in Thornbrooke phases 4 and 5 until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of single -family townhome unit in Thornbrooke phase 4 and5 for occupancy until all of the above referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damage, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above referenced project or the issuance of Permit No. . The Owner also agrees to the following as additional conditions for Permit No. The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, subcontractors, and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. WITNESSES: Owner 1 signature Brian Brunhofer EOfz6 I\tF President, Taylor Morrison of Florida, Inc. Pyged Name Signature STATE OF FLORIDA COUNTY OF ORANGE Printed Name The foregoing instrument was acknowledged before me this _ZLk8ay of m,_ 2017, Brian Brunhofer as President for Taylor Morrison of Florida, Inc. who is personally known to me. 111111111111// jaiL \,05 104i A. R/G otary Publi ta''l//e f Flor' a o,.. Print Name: ^ cor CJ =* ; e.• "' My mmission Expires: yFFO?2420 : o 7 '' , RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name- Lo 8 ThornbrootaAmesburyAGRE K` < • "' Builder Name: Taylor Morrison Street: '7 " ''< Permit Office: sdC:City, State, Zip: FL, Slaw Permit Number: 7 - 1 7 / J 1 7 n7'mz Owner: Jurisdiction: 1510 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types(1706.4 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1423.30 ft' b. Frame - Wood, Adjacent R=13.0 283.11 fl' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 10. Ceiling Types (1588.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1588.00 ft7 6. Conditioned floor area above grade (R') 1588 b. N/A R= ft' Conditioned floor area below grade (W) 0 c. N/A 11. Ducts R= ft' R ft' 7. Windows(287.2 sgft) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 317.6 a. U-Factor: Dbl, U=0 34 239 15 ft' SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 48.00 tt' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 34.8 SEER:15.20 c. U-Factor: N/A ff' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 32.8 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 3 415 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1588.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1588.00 W b. Conservation features b. N/A R= ft' None c N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.181 Total Proposed Modified Loads: 51.96 PASS Total Baseline Loads: 51.83 I hereby certify that the plans and specifications covered by Review of the plans and 1-1HE ST_2 this calculation are in compliance with the Florida Energy specifications covered by this 0, Code. calculation indicates compliance 07-4)&Yst AMA with the Florida Energy Code. un„ '•-•. PREPARED BY: Before construction is completed DATE: 3/3/--1.7 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as esigned, is in compliance Florida Statutes. C00 O with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: C VWE' DATE: DATE: -4.-' 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. 3/3/2017 8:50 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot286ThornbrookeAmesbury Bedrooms: 3 User Conditioned Area: 1588 Total Stories: 1 1 Worst Case: No Taylor Morrison Rotate Angle: 0 Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: County: Seminole City, State, Zip: , FL, CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1588 14768.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1588 14768.4 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 152.5 ft 0 1588 ft' 0.54 0 0.46 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Tested Tested Insul. Pitch deg) 1 Gable or Shed Composition shingles 1770 W 390 ft° Medium 0.85 N 0.85 No 0 26.2 ATTIC J# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1588 ft= N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1588 ft' 0.11 Wood 3/3/2017 8:50 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V Omt To Wall_T.ype Space R Value-Et_In-Et-In Area-R=Value_Eraction-Absor._Grade%_ 1 E Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 W 0 0 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 49 6 9 4 462.0 W 0 0 0.6 0 3 W Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 ft° 0 0 0.6 0 4 S Exterior Concrete Block - Int Insul Main 4.1 62 0 9 4 578.7 ft' 0 0 0.6 0 5 Garage Frame - Wood Main 13 30 4 9 4 283.1 W 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood Main None 25 3 8 24 ft' 2 Wood Main None 25 2 8 6 8 17.8 ft° WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangJOmtIDFramePanesNFRCU-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.34 0.31 4.0 ft' 6 ft 0 in 2 ft 0 in Drapes/blinds None 2 N 2 Vinyl Low-E Double Yes 0.34 0.31 6.9 fl° 1 ft 4 in 0 It 8 in Drapes/blinds None 3 N 2 Vinyl Low-E Double Yes 0.34 0.31 38.9 ft' 1 ft 4 in 0 It 8 in Drapes/blinds None 4 N 2 Vinyl Low-E Double Yes 0.34 0.31 6.0 ft' 1 ft 4 in 0 ft 8 in Drapes/blinds None 5 W 3 Vinyl Low-E Double Yes 0.34 0.31 38.9 ftT 1 ft 4 in 0 ft 8 in Drapes/blinds None 6 W 3 Vinyl Low-E Double Yes 0.34 0.31 38.9 ft° 8 It 0 in 0 It 0 in Drapes/blinds None 7 W 3 Vinyl Low-E Double Yes 058 0.32 48.0 fI2 8 ft 0 in 0 ft 0 in Drapes/blinds None 8 S 4 Vinyl Low-E Double Yes 0.34 0.31 77.7 ft' 1 ft 4 in 0 It 8 in Drapes/blinds None 9 S 4 Vinyl Low-E Double Yes 0.34 0.31 28.0 ft' 1 ft 4 in 0 ft 8 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 403 ft' 403 ft° 64 ft 8 It 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000295 12307 67.56 127.06 2157 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF•8.7 32.8 kBtu/hr 1 sys#1 3/3/2017 8:50 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15.2 34.8 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM 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 FSEC Collector Storage Carl Company Name System Model # Collector Model Area Volume FEF None None fta DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 317.6 ft Attic 79.4 fl' Default Leakage Attic Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Heating Jan Feb Jan H Feb Mar NMar rf f Ma Jun Jul Au May Jun 4 Jul Au X] Sep Sep E Oct Oct Nov Nov Dec Dec Venting Jan Feb Mar AprX) r ( May Jun [ Jul Aug[ 1 Sep [X] Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 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 3/3/2017 8:50 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1423.30 fl= b. Frame - Wood, Adjacent R=13.0 283.11 ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1588 00 ft 6. Conditioned floor area (W) 1588 b. N/A R= ft2 c. N/A R= ft2 7. Windows" Description Area 11 R fl a. U-Factor: Dbl, U=0.34 239.15 f1' Ducts a. Sup: Attic, Ret: Attic, AH: Attic 6 317.6 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 48.00 ft2 SHGC: SHGC=0.32 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 34.8 SEER:15.20 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 32.8 HSPF:8 70 Area Weighted Average Overhang Depth: 3.415 ft. Area Weighted Average SHGC: 0.312 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1588.00 ft : a. Electric EF: 0.95 b. N/A R= ft2 b. Conservation features c. N/A R= ft° None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: _ Date: 4 - a - I? Address of New Home: 0G6-1 oV'C-L y.R. City/FL Zip: F 4 a ZG 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. 3/3/2017 8:50 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 1' DEL -AIR Manual S Compliance Report Job: LWMThombrookeAme... P P Date: 6/4/2014 Huff -11000'm"a1O10 Entire House By: BENTLEY DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407.333-2665 Fax: 407.333.3853 Web: WWW DEL-AIR.COM Project• • For: Taylor Morrison AMESBURY Design Conditions Outdoor design DB: 92.5°F Sensible gain: 27896 Btuh Entering coil DB: 77.8°F Outdoor design WB: 76.3°F Latent gain: 4442 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 32338 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBX27UH-036-230'++TDR Actual airflow: 1160 cfm Sensible capacity: 28728 Btuh 1030/6 of load Latent capacity: 4711 Btuh 106% of load Total capacity: 33439 Btuh 1030/6 of load SHR: 860/6 Design Conditions Outdoor design DB: 41.7°F Heat loss: 25069 Btuh Entering coil DB: 69.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBX27UH-036-230'++TDR Actual airflow: 1160 cfm Output capacity: 32182 Btuh 1280/6 of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 7.3 kW 9910 of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. C wri htsoft• 2017-Mar-03 08:57 26 9 Right-SuileO Universal 2017 17.0.16 RSU24011 Page 1 eAmesburyAGRENLol286ThombrookeAmesburyAGRE.rup Calc = MJ8 House laces: E 1 DEL -AIR Component Constructions Job: Lot286ThombrookeAme... P Date: 6/4/2014 OEM=.= Entire House By: BENTLEY 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 AMESBURY Design Conditions Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 28ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (°F) - 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 nr BWhM•-'F W-•F/BWh BWhMV BWh Bwh/V BWh Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 410 0.201 0 5.69 2332 4.35 1784 board int fnsh a 75 0.201 0 5.69 425 4.35 325 s 473 0.201 0 5.69 2690 4.35 2058 w 154 0.201 0 5.69 877 4.35 671 all 1112 0.201 0 5.69 6324 4.35 4838 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board ini fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, Or low-e outr, air gas, vnl frm mat, Or innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1.33 It overhang (3.2 ft window ht, 0.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or low-e ouir, air gas, vnl frm mat, cir innr, 1/4" gap, n 1/8"thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1.33 it s overhang (6.3 It window ht, 0.67 ft sep.); 6.67 ft head ht s w all 2B-2fv: 2 glazing, Or low-e ouir, air gas, vnl frm mat, cir innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1.33 it overhang (2 ft window ht, 0.67 it sep.); 6.67 ft head ht 2B-2tv: 2 glazing, Or low-e ouir, air gas, vnl frm mat, cir innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 6 ft overhang (2 ft window ht, 2 it sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or low-e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, w 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 8 ft overhang (6.3 ft window ht, 0 it sep.); 6.67 ft head ht 2A-2ovd: 2 glazing, Or low-e ouir, air gas, vnl frm mat, cir innr, 1/4" w gap, 1/8" thk; NFRC rated (SHGC=0.32); 50% drapes, medium; 8 ft overhang (8 ft window ht, 0 ft sep.); 6.67 it head ht 265 0.091 13.0 2.58 683 1.44 382 7 0.340 0 9.62 67 10.6 73 39 0.340 0 9.62 374 10.6 411 78 0.340 0 9.62 748 10.6 822 28 0.340 0 9.62 268 10.6 294 39 0.340 0 9.62 374 29.0 1126 183 0.340 0 9.62 1763 14.5 2653 6 0.340 0 9.62 58 10.6 63 4 0.340 0 9.62 38 10.6 42 39 0.340 0 9.62 374 10.6 411 48 0.580 0 16.4 788 18.4 883 C wri htsoft" 2017-Mar-03 08.57:26 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 1 eAmesburyAGRE\Lot286ThombrookeAmesburyAGRE.rup Calc = MJ8 House faces: E Doors 11 DO: Door, wd sc type Ceilings 16B-30ad: Attic ceiling, asphalt shingles root mat, r-30 ceil ins, 1/2" gypsum board int fnsh Floors 22A-1pl: 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 12.0 214 all 42 0.390 0 11.0 462 12.0 502 1592 0.032 30.0 0.91 1442 1.74 2764 153 0.989 0 28.0 4268 0 0 C wri htsoft" 2017•Mar-Mar08:57:26 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 2 eAmesburyAGRE% Lo1286ThornbrookeAmesburyAGRE.rup Cale - MJ8 House laces: E 1 DEL -AIR Project Summary Job: Lot286ThombrookeAme... Y Date: 6/4/2014 11Emo1a-1111111 Entire House By: BENTLEY DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM Project• • For: Taylor Morrison A yESBURY Notes: 12/24/14 GCR RVSD 8/2/16 JA LS 2127/17 JA LS 3017 JA Design Inf• • Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 19185 Btuh Structure 18730 Btuh Ducts 5884 Btuh Ducts 9166 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25069 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 27896 BtuhInfiltrationEquipmentsensibleload Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2557 Btuh Ducts 1885 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2) 1588 1588 Equipment latent load 4442 Btuh Volume (W) 14853 14853 Air changes/hour 0.38 0.20 Equipment total load 32338 Btuh Equiv. AVF (cfm) 94 50 Req. total capacity at 0.75 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-036-230-19 Cond 14HPX-036-230-19 AHRI ref 7044407 Coil CBX27UH-036-230-++TDR AHRI ref 7044407 Efficiency 8.7 HSPF Efficiency 12.5 EER, 15.2 SEER Heating input Sensible cooling 26100 Btuh Heating output 32800 Btuh @ 470F Latent cooling 8700 Btuh Temperature rise 26 OF Total cooling 34800 Btuh Actual air flow 1160 cfm Actual air flow 1160 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 35 OF Backup: Input = 7 kW, Output = 24786 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Mar-03 08:57:26 A wrightsofft' Riphl-Suil9 e® Universal 2017 17.0.16 RSU24011 Page 1 eAmesburyAGRENLol286ThombrookeAmesburyAGRE. rup Calc = MJ8 House faces, E DEL -AIR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 914DITIQ NIN9531CODISCOWAY, SANFORD, FL 3277t hone: 407.3 -2665 ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot2867111hombrookeAmesbu... Date: 6/4/2014 By: BENTLEY 1 Room name Entire House MASTER SUITE 2 Exposedwall 152.51t 27.51t 3 Room height 9.3 If 9.3 11 heal/cool 4 Room dimensions 14.5 x 13.0 It 5 Room area 1592 0 It2 188.5 It2 Ty Construction U-value Or HTM Area (It2) Load Area (It2) Load number SIUWIlx-•F) BtuFVll or perimeter (It) Btuh) or perimeter (11) Btuh) Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 y! 13A-2ocs 0.201 n 5.69 4.35 462 410 2332 1784 121 121 690 sm G 2A-2av 0.340 n 9.62 10.58 7 0 67 73 0 0 0 0 G 2A•2Dv 0.340 n 9.62 10.58 39 0 374 411 0 0 0 0IF2B-21v 0.340 n 9.62 10.58 6 0 58 63 0 0 0 0 It V j13A- 2ocs 0.201 a 5.69 4.35 103 75 425 325 0 0 0 0 2B•2Iv 0.340 a 9.62 10.58 4 8 38 42 0 0 0 0 11 DO 0.390 a 11.04 11.99 24 24 265 288 0 0 0 0 yl 13A-2ocs 0.201 s 5.69 4.35 578 473 2690 2058 0 0 0 0 2A-2ov 0.340 s 9.62 10.58 78 155 748 822 0 0 0 0 2A-2ov 0.340 s 9.62 10.58 28 56 268 294 0 0 0 0 Vjl 13A-2ocs 0.201 w 5.69 4.35 280 154 877 671 135 96 549 420 2A-2ov 0.340 w 9.62 28.98 39 5 374 1126 39 3 374 1126 2A-2ov 0.340 w 9.62 10.58 39 78 374 411 0 0 0 0 2A-2ovd 0.580 w 16.41 18.40 48 80 788 883 0 0 0 0 P LD 12C-0sw 0.091 2.58 1.44 283 265 683 382 0 0 0 0 11D0 0.390 n 11.04 11.99 18 18 197 214 0 0 0 0 C 168•30ad 0.032 0.91 1.74 1592 1592 1442 2764 189 189 171 327 F 22A-tpl 0.989 27.99 0.00 1592 153 4268 0 189 28 770 0 6 c) AED excursion 2216 628 Envelope losstgain 16267 148M 2553 3028 12 a) Infiltration 2918 950 526 171 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 1 230 Appliances/other 1800 0 Subtotal (lines 6 to 13) 1 19185 18730 3079 3430 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19185 18730 3079 3430 Duct bads 131% 495/6 5884 9166 31% 49% 9" 1678 r Total room bad 25M 2n% 4023 5108 Air required (cfm) 1160 1160 186 212 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrightsoTt- Right -Suite® Universal 2017 17.0.16 RSU24011 2017-Mar-03 0 :577e26 eAmesburyAGRE\Lot286ThombrookeAmesburyAGRE.rup Calc = MJ8 House laces: E QEL-AIR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 7 PD0InN6GF531CODISCOWAY, SANFORD, FL 327hone0 ax: 407-333-3853 Web: WWW DEL-AIR.COM Job: Lot286ThombrookeAmesbu... Date: 6/4/2014 By: BENTLEY 1 Room name FAMILY RM MASTER BATH 2 Exposedwall 29.5 it 10.O It 3 Room height 9.3 It heat/cool 9.3 It heat/Cool 4 5 Room dimensions Room area 15.5 x 14.0 It 217.0 ft2 9.5 x 10.0 It 95.0 It2 Ty Construction U-value Or HTM Area (112) Load Area (112) Load number Btuh/112••F) Btuh/112) or perimeter (it) Btuh) or perimeter (it) Btuh) Heal Cool Gross N/P/S Heal Cool Gross N/P/S Heal Cool 6 Vjl 13A•2ocs 0.201 n 5.69 4.35 0 0 0 0 93 86 491 376 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 7 0 67 73Ij`--ff a 2A-2Dv 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 2B•21v 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 11 13A•2ocs 0.201 a 5.69 4.35 0 0 0 0 0 0 0 0 213-21v 0.340 a 9.62 10.58 0 0 0 0 0 0 0 0 11DO 0.390 a 11,04 1199 0 0 0 0 0 0 0 0 V613A-2ocs 0.201 s 5.69 4.35 131 111 633 484 0 0 0 0 2A-2Dv 0.340 s 9.62 10.58 19 19 187 206 0 0 0 0 2A-201V 0.340 s 9.62 10.58 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 2A-2Dv 0.201 0.340 0.340 w w w 569 9.62 9.62 435 2898 10.58 145 0 39 58 0 39 329 0 374 251 0 411 0 0 0 0 0 0 0 0 0 0 0 0 P LD 2A•2Dvd 12C-Osw 0.580 0.091 w 16.41 2.58 18.40 1.44 48 0 40 0 788 0 883 0 0 0 0 0 0 0 0 0 11 DO 16B•30ad 0.390 0.032 n 11.04 0.91 1199 1.74 0 2t7 0 217 0 197 0 377 0 95 0 95 0 86 0 165C F 22A•tpl 0.989 27.99 0.00 217 30 826 0 95 10 280 0 6 c) AED excursion 1854 20 Envelope loss/gain 3332 4466 924 594 12 a) Infiltration 565 184 191 62 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 3896 5339 11151 656 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redst6bulion 0 0 0 0 14 Subtotal 3896 5339 1115 656 15 Duct bads 1 317e 492/e 1195 2613 31"/0 491, 342 321 Total room load 5091 7952 1457 977 Air required (clm) 236 331 67 41 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4A wrigl7tSoTt' Right -Suite® Universal 2017 17 0 16 RSU24011 2017-Mar-03 OB age 2 eAmesburyAGRE\Lol286ThombrookeAmesburyAGRE.rup Calc . MJ8 House faces: E 9DEL-AIR Right-J® Worksheet Entire House DEL - AIR HEATING & AIR C9NDITIQ NINC I 0 531CODISCOWAY, SANFORD, FL 32771 hone: 407.3 -2665 ax: 47.333.3853 Web: WWW.DEL-AIR.COM Job: Lot286ThornbrookeAmesbu... Date: 6/4/2014 By: BENTLEY 1 Room name MASTER WIC BED 2 2 Exposed wall 0 It 10.5 it 3 4 5 Room height Room dimensions Room area 9. 3 It heat/cool 5. 0 x 10.0 It 50. 0 ft2 9. 3 If heat/Cool 13. 5 x 105 It 141. 8 ft2 Ty Construction number U- value BtuNI12-° F) Or HTM BtuF It2) Area ( 112) or perimeter (11) Load Btuh) Area pl1 or perimeter (11) Load Btuh) Heat Cool Gross N/P/S Heat Cool Grass WP/S Heat Cod 6 Vy 13A.2ors 2A• 2ov 2A- 2oV 0. 201 0. 340 0. 340 n n n 5. 69 9. 62 9. 62 4. 35 10. 58 10. 58 0 0 0 0 0 0 0 0 0 0 0 0 98 0 19 79 0 0 447 0 187 342 0 206 11 III------ GGG 2B-21v 13A- 2ocs 2B- 21v 11DO 13A- 2ocs 0. 340 0. 201 0. 340 0. 390 0. 201 n e a a s 9. 62 569 9. 62 11, 04 5. 69 10. 58 4. 35 10. 58 11. 99 4. 35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-- fi D v I- C a 2A- 2ov 2A• 2ov 13A• 2ocs 2A• 2ov 2A• 2ov 2A- 2ovd 12C- Osw 0. 340 0. 340 0. 201 0. 340 0. 340 0. 580 0. 091 s s w w w w 9. 62 9. 62 5. 69 9. 62 9. 62 16. 41 2. 58 10. 58 10. 58 4. 35 28. 98 10. 58 18. 40 1. 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VV II G II_ GG P L- D 11 DO 16B• 30ad 0. 390 0. 032 n 11.04 0. 91 11. 99 1. 74 0 50 0 50 0 45 0 87 0 142 0 142 0 128 0 246 CF 22A-tpl 0.989 27.99 0.00 50 0 0 0 142 11 294 0 6 c) AED excursion 3 26 Envelope loss/gain 45 84 1056 767 12 a) Inlinration b) Room ventilation 0 0 0 0 201 0 65 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/ other 1 0 0 Subtotal ( lines 6 to 13) 45 84 1257 833 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 45 84 1257 833 15 Duct loads 1 31% 49°/6 14 41 31% 49'/6 385 408 Total room load 1 59 125 1642 1240 Air required (c1m) 3 5 1 76 52 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41, 11- wrightsc ft- 2017•Mar-03 08.57:26 Right• Suite® Universal 2017 17.0.16 RSU24011 Page 3 eAmesburyAGRE\ Lot286ThornbrookeAmesburyAGRE.rup Calc = MJB House faces: E DEL -AIR Right-J® Worksheet Entire House DEL-AIRHEATING& AIR 531 CODISCO WAY, SANFORD, FL 3277`t'Phone. 40-3 3-266655 Fax: 407-333.3853 Web. WWW.DEL-AIR.COM Job: Lot286ThombrookeAmesbu... Date: 6/4/2014 By: BENTLEY 1 Room name BATH 2 BED 3 2 Exposed wall 5.5 It 10.5 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 13. 5 x 5.5 It 74. 3 112 135 x 10.5 It 141. 8 I12 Ty construction U-value Or HTM Area (112) Load Area (112) Load number Btuh/I12••F) Btuh/112) or perimeter (It) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 13A•20cs 0.201 n 5.69 4.35 51 45 258 197 98 79 447 342 2A- 2Dv 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 2A- 2ov 0.340 n 9.62 10.58 0 0 0 0 19 0 187 206 2B- 21v 0.340 n 9.62 10.58 6 0 58 63 0 0 0 0 11 13A-2ors 0.201 a 5.69 4.35 0 0 0 0 0 0 0 0 2B- 21v 0.340 a 9.62 1058 0 0 0 0 0 0 0 0 11 DO 0.390 a 11.04 11.99 0 0 0 0 0 0 0 0 V) r 13A•2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 2A• 2w 0.340 s 9.62 10.58 0 0 0 0 0 0 0 0 2A- 2ov 0.340 s 9.62 10.58 0 0 0 0 0 0 0 0 V 13A-2ocs 2A- 2ov 2A• 2ov 0. 201 0. 340 0. 340 w w w 69 9. 62 99. 62 4 . 35 28. 9898 10. 58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L- D 2A- 2ovd 12C- Osw 0. 580 0. 091 w 16.41 2. 58 18. 40 1. 44 0 0 0 0 0 0 0 0 0 126 0 126 0 324 0 182 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 74 74 67 129 142 142 128 246 F 22A-lpi 0.989 27.99 0.00 74 6 154 0 142 11 294 0 6 c) AED excursion 13 31 Envelope loss/gatn 537 377 1380 944 12 a) Infiltration 105 34 201 65 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) 1642 411 1581 1009 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Reolstribulion 0 0 0 0 14 Subtotal 642 411 1581 1tx19 15 Duct loads 131% 491/6 197 201 31% 49'/6 485 494 Total room load 839 612 2066 1503 Air required (clm) 39 25 96 62 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A - Fk Wrightsoft- Right-SuileO Universal2017 17.0.16 RSU24011 2017- Mar-030 :5577.26 eAmesburyAGRE\ Lol286ThombrookeAmesburyAGRE.rup Calc - MJ8 House faces: E Page 4 QEL-AIR Right-J® Worksheet Job: Lot286ThombrookeAmesbu... Entire House Date: 6/4/2014 By: BENTLEY DEL -AIR HEATING & AIR NDo- NN531CODISCOWAY, SANFORD, FL 32 C42665 ax 407-333.3853 Web: WWW DEL-AIR.COM 1 Room name KITCHEN DINING/LIVING 2 Exposed wall 14.0 It 32.5 If 3 Room height 9.3 It heal/cool 9.3 It heaUcool 4 5 Room dimensions m Rooarea1.0 x 222.0 It 222.0 It= 1.0 x 419.8 It 419.8 It2 Ty Construction number U- value BtuWfl2-IF) Or HTM Btuh/It2) Area (I12) or perimeter ( ft) Load Btuh) Area ( I11 or penmeter ( It) Load Btuh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 yl 13A-20cs 2A-2Dv 2A-2ov 0.201 0.340 0.340 n n n 5, 69 9.62 9.62 4.35 10.58 10,58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 CC 11 2B• 21v 13A-2ocs 2B-21v 11D0 13A- 2ocs 0.340 0.201 0.340 0.390 0.201 n a a a s 9. 62 5.69 9.62 11.04 5.69 10.58 4.35 10.58 11,99 4.35 0 0 0 0 131 0 0 0 0 103 0 0 0 0 585 0 0 0 0 447 0 47 0 24 257 0 23 0 24 ISO 0 129 0 265 1128 0 99 0 288 863 V---------( GG" 2A-2ov 2A•2Dv 13A-2ocs 2A•2ov 2A-2ov 2A•2Dvd 12C-Osw 0 340 0.340 0.201 0.340 0.340 0.580 0.091 s s w w w w 9. 62 9.62 5,69 9,62 9.62 16.41 2.58 10.58 10.58 4.35 28.98 10.58 18.40 1.44 0 28 0 0 0 0 0 0 28 0 0 0 0 0 0 268 0 0 0 0 0 0 294 0 0 0 0 0 58 0 0 0 0 0 92 58 0 0 0 0 0 74 561 0 0 0 0 0 190 617 0 0 0 0 0 106 V G IL-_-. GG P LD 11D0 16B•30ad 0.390 0.032 n 11. 04 0.91 11.99 1.74 0 222 0 222 0 201 0 385 18 42D 18 420 197 380 214 729 C F22A- tpl 0.989 27.99 0.00 222 14 392 0 420 33 910 0 6 c) AED excursion 59 71 Envelope lossigain 1445 1068 3760 2844 12 a) Infiltration 268 87 622 202 b) Room ventilation 0 0 0 0 13 Internal gains- Occupants @ 230 Appliances/other 0 0 1200 1 230 0 Subtotal ( lines 6 to 13) 1713 2356 4381 3276 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1713 2356 4381 3276 151 uclloads 31% 49% 525 1153 31% 49% 13"1603 Total room load 2239 3508 5725 4880 Air required ( clm) 104 146 265 203 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t= ft wrightso' 2017-Mar-03 08:57:26 Righl-Suite® Universal 2017 17.0.16 RSU24011 Page 5 eAmesburyAGRE\Lo1286ThornbrookeAmesburyAGRE. rup Calc - M.18 House laces: E DEL -AIR Right-J® Worksheet 11111 1Entire House DEL -AIR ppHEAT(IING & AIR 531 CODISCO WAY, SANFORD, FL 32771 PhpJrD40'3T33Nzs6Ns Fax. 407-333-31153 web: www DEL -AIR COM Job: Lot286ThombrookeAmesbu... Date: 6/4/2014 By: BENTLEY 1 Room name UTILITY 2 Exposed wall 12.5 It 3 Room height 9.3 It heal/cool 4 5 Room dimensions Room area 6.0 x 7.0 1t 42.0 112 Ty Construction U-value Or HTM Area (02) Load Area Load number BtuNllz-"F) 81 112) or perimeter (11) Btuh) or perimeter Heal Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 2B-21v 0.340 n 9.62 10.58 0 0 0 0 11 t/y 13A-2ocs 0.201 a 5.69 4.35 56 52 296 226 p^ 2B-21v 0.340 a 9.62 10.58 4 4 38 42 11 DO 0.390 9 11.04 11.99 0 0 0 0 Vy 13A-2ocs 0.201 s 5.69 4.35 61 61 345 264 L G; 2A-2ov 0.340 s 9.62 10.58 0 0 0 0 2A-2ov 0.340 s 9.62 10.58 0 0 0 0 V i13A- 2ocs 2A-Zov 2A-2ov 0.201 0.340 0.340 w w w 5.69 9 62 9.62 4.35 28.98 10.58 0 0 0 0 0 0 0 0 0 0 0 0 P L-D 2A-2ovd 12C-0sw 0.580 0.091 w 16.41 2.58 18.40 1.44 0 65 0 65 0 168 0 94 11 DO 0.390 n 11.04 11.99 0 0 0 0 C 16B-3Dad 0.032 0.91 1.74 42 42 38 73 F 22A-Ipl 0.989 27.99 0.00 42 13 350 0 6 c) AED excursion 42 Envelope loss/gain 1235 658 12 a) Infiltration 239 78 b) Room ventilation 0 0 13 Internal gains, Occupants @ MD 0 0 Appliances/other 600 Subtotal (lines 6 to 13) 11474 1336 Less external load 0 0 Less transfer 0 0 Redstribulion 0 0 14 Subtotal 1474 1336 15 Duct loads 31% 4W. 452 654 Total room bad 1927 1989 Air required (clm) 89 83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4A - Pk wrightsoft- Right -Suite® Universal 2017 17.0.16 RSU24011 2017-Mar-03 0 Page 6 eAmesburyAGRE\Lot286ThombrookeAmesburyAGRE.rup Calc = MJ8 House faces: E DEL -AIR Duct System Summary Job: Lot286ThombrookeAme... Date: 6/4/2014 HIM=-A01 COX1111IT1111111118 Entire House By: BENTLEY 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 AMESBURY External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.163 in/100ft 1160 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.163 in/100ft 1160 cfm 147 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH 2 h 839 39 25 0.219 4.0 Ox 0 VIFx 24.6 85.0 st1 BED 2 h 1642 76 52 0.217 6.0 Ox 0 VIFx 25.6 85.0 SO BED 3 h 2066 96 62 0.300 6.0 Ox 0 VIFx 10.0 70.0 DINING/LIVING h 2863 132 101 0.226 7.0 Ox 0 VIFx 21.0 85.0 st1 DINING/LIVING-A h 2863 132 101 0.287 7.0 Ox 0 VIFx 13.7 70.0 FAMILY RM c 7952 236 331 0.165 10.0 Ox 0 VIFx 45.1 100.0 st2 KITCHEN c 3508 104 146 0.171 8.0 Ox 0 VIFx 40.4 100.0 st2 MASTER BATH h 1457 67 41 0.165 5.0 Ox 0 VIFx 45.6 100.0 st2 MASTER SUITE c 5108 186 212 0.163 8.0 Ox 0 VIFx 47.2 100.0 st2 MASTER WIC c 125 3 5 0.171 4.0 Ox 0 VIFx 40.3 100.0 st2 UTILITY h 1927 89 83 0.298 6.0 Ox 0 VIFx 10.6 70.0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 596 735 0.163 687 14.0 0 x 0 VinlFlx S11 st1 Peak AVF 843 913 0.163 654 16.0 0 x 0 VinlFlx c wri htSoft' 2017-Mar-03 08:57:27 9 Right-Suile® Universal 2017 17.0.16 RSU24011 Page 1 AOCA .. eAmesburyAGRElLol286ThombrookeAmesburyAGRE.rup Calc - M.18 House laces: E Return Branch Detail Table MEMMEMEW Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx C W it hfi $Oft 2017-Mar-03 08:57:27 9 Right -Suite® Universal 2017 17.0.16 RSU24011 page 2 A...eAmesburyAGRE\Lo12B6ThornbrookeAmesburyAGRE.rup Calc - MJ8 House faces: E FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot286ThornbrookeAmesburyAGRE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL, Permit Number - Owner: Jurisdiction: 691500 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 3/3/2017 8:50 AM I EnergyGauge® 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 O 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, a -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). O Energy Performance Level (EPL) Display Card (one page) D Mandatory Requirements(three pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report(usually one page) D If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 3/3/2017 8:50:35 AM EnergyGauge® - USRCSB v5.1 Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method iProject Name: Lot286ThornbrookeAmesburyAGRE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location- FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 1588 sq.ft. Cond. Volume: 14768 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): E LA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, 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: a W-E 3/3/2017 8:51 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 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 cans 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 verity 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. 0 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. O 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 be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, 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. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows, 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 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O 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 Us) when tested in accordance with ASTM 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. 0 R403.1.1 Thermostat provision (Mandatory). Al least one thermostat shall be provided for each separate heating and cooling system. 0 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. 0 R403.2.2 Sealing (Mandatory)lkll 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 Umin) per 100 square feet (9 29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (2512a) across the system, including the manufacturer's air handler enclosure. All registers shall be 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 Umin) 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. 3/3/2017 8:50 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. O R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 0 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. 0 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 Yz inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). O 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 60'C). 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 bumer(s) of combustion types of service water heating systems to be turned off. O 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 atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. p 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. 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O 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. 3/3/2017 8:50 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O 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: 1. 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. 2. 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. O 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. O 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: 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. O 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. 0 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 falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. O 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. O 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. R403.9.1.2 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. O 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. O 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. D 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. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights 0 R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O 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. 3/3/2017 8:50 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 51 Kul 11 0 1 0 1 BUILDER: PLAN LOT SUBDIVISION DATE: DRAWN BY: NOTES WINDOW HEIGHTS lE 11 p„ WINDOW CALL-0U15 c z jE ail s s s s s= 3 1511, L L rn T N T LOT 286 - THORN BROOKE 40's TAYLOR MORRISON TAYLOR MORRISON AMESBURY LOT 286 THORNBROOKE 6/4/2014 FJF 88 os jig . taylor morrleon fill 0 Nsu Dora. aw.ati LLa v M.020.00 . 82 8T-610mosaoon . aar4»ow REVISIONS Iiel Air Heating, Air Conditioning & P.efrigeration,Inc. 531 Codi5co Wau Sanford fl, 32111 Phone: 401-851-2665 Fax: 401-555-5555 DATE BY 12 / 2 4 / 14 G C 8 / 2 / 16 J A 2/ 2 7/ 17 TV- 3 / 3 / 17 1 J A_I DESCRIPTION AS FURNISHED: Lot 286, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. RECORD COPY LOT 309 I N 00° 14' 55" W 40.00' rye' IF. 18.13' LOT 286 24.80' i 16.0 LANAI 5.00' 30.0' 5.00' 3.5'u3.5' AC T PROPOSED RESIDENCE OD v to AMESBURY - A v po o 2 CAR GARAGE RIGHT o LOT 287 O Ch o O C LOT 285 O O 0) 5.00' 4.3' He w 5.7' ENTRY 10.0' Q 20.0' 5.00' DRIVE 2s.20' 25.20' Q ?? 10' UTIL. ESMT. so, ryry; 394,30' 5' CONC. WALK — r) ZONIN DAT5'"'". ......y 3' Ok to construct single family home cuRB : FLARES ON LOT ARFCALCULATIONS LOT 4,800 S:I.F7. with setbacks and impervious area o LIVING = 1,588 SO.F-I. shown on plan. N 00 14 55 W (B.B.) GARAGE = 403 SD.rr. 40. 00' LA LANAI - 107 so.n. BREEZEWAY= N/A SO.FT. DRIVEWAY = 403 SO.rT. ROCKY GROVE LANE A/C PAD = 12 SO.rr. WALKWAY = 50 Sn.N-r. 50' R/W) TRACT I IMPERVIOUS= 55.0 z G = 2, 639 50.FT. UTILITY k ACCESS R/W Soo 2 161 SO FT. OFF LOT ARCA CALCULATIONS, Oe Q PROPOSED =FINISHED SPOT GRADE ELEVATION APRON = 110 SQ FT. PER DRAINAGE PLANS BUILDING SETBACKS. 'PLOT PLAN ONLY* SIDEWALK = 200 SO.PT. V`- PROPOSED DRAINAGE FLOW FRONT a 25' SOD = IJO SOFT. NOT A SURVEY) LOTGFL401NGTYPEAREARa15' PROPOSED INFORMATION SHOWN AREA 5,240 SOFT. PROPOSEDF.F. PER PLANS a 24.5' SIDE = 5.0' BASED ON SUPPLIED PLAN DRIVEWAY = 573 SO.FT. SIDECORNER - 10' AND/OR INSTRUCTIONS PER SIDEWALK = 250 SO.F7. PROPOSEDGRADEPERCONSTRUCTIONPLANCLIENTNOTFIELDVERIFIEDSOD2.291 SO.FF. CRUSEYVNE' YE'R-SCOTT & ASSOC., INC. - LAND iSURVE'YORS LEGEND - LEGEND P . PLAT PALL. • POINT ON LINE 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 r . FIELD TYR • TYPICAL NOTES: I. P. • UMNH PIPE IRS • POUR Or REVERSE CURVATURE I. THE UNDERSIGHM DOLT NFREBF COMFY TINT no SUWVVY MEETS THE STANDARDS OF PRACTICE SET FORM BY PC FLORIDA MAW or JA IRON ROD P.C.C. •POINT or CAL•PD CURVANRE PROFESSIONAL L4 SURVEYORSANDP W CHAPTER W-17 FLORIDA ADWNISTRAMT CODE PURSUANT m SECTION 47zov. FLORIDA STARVES CIL • CONCRETE MONUMENT oIRH RAD. • RADIAL 2. UNLESS EMBOSSED WIN SURVEYOR'S SIOWTURE AND ORIGINAL RASED SEAL 00 SURVEY HAP OR COPRS ARE NOT VALID. SET LIP. • IZ' IR /BAD 43% NR NON-RADITNESS AL J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATIVIN FURNISHED TO THE SURVEYOR, THERE ANY BE OTHER RESTRICTIONS POI. • PDDIOFE DEGUBRNO LL CA • CALLCIMTEDT OR EASEAHENTS THAT AFFECT THIS PROPER. ALA:. • POINT OF CIDOWUNCHT /RIL • ERWpR REFERENCE mMAWZNT 4. NO UNDERGROUND 1UPROVEIMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. I • CENTERLI E rr. . FINISHED FLOOR ELEVATION B. IHIS SURVEY 6 PREPARED FOR THE SORE BENETT OF THOSE COMFED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTRY. NLD • NAIL DISK 93L • BUILDING SETRACK LINE 0. OD/ENSIONS SHOWN FOR THE LOCATION Or WPROVEMEMS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LUTES R/V . RIDNT-O<-VAY DA BDD:NNAW 7. BEARINGS ARE SUM ASSUMED DAMS! AND ON THE UNE SHOWN AS 845E BEARING (&A) M ., N. 1lI Bi •/MSC li/1R11fi IS ELEVATIONS B' SHOWN, ARE 114st9 ON 94TIONAL "DO= DATUM Or 1929. UNLESS OMEi = NOTED. UTIL. • UTTLTTV D. CETRFIGITE OF AUTHORIZATION Na 4X& O-M • CHAIN LODE FLARE _ VDFF • VOID FENCE C/D • CONCRETE DLOCK SCALE H1- 2O'-4 DRAWN liY: P.C. • POINT Or CURVATURE P.T. . POINT OF TANGECY CERTIFIED BY.• E4TE ORDER No. _ DESC. - V=IPTIGH — - R - RADIUS L • ARC LENGTH PLOT PLAN 0J-10-17 1058-17 D • ETA REVISED PLOT PLAN 05-J1-17 C • CHORD C. L CHORD BEARING NORTH THIS BUILDING/ PROPERTY DOES.NOT UE WITHIN --— THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER nRU' T CRUSEN R.L.S. / 4714 ' ZONE X LAP-/ 12117C 0055 F. JAMES W. SCOTT' R.L.S 1 4801 JIL A A RECOR:p co i a 1. . 44 ZukowtcCP 1 , 1 ' _ • I , ' i , 1 , b q FAR 17- 971; 1 TAYLOR MORRISON j ., THORNBROOKE S.F. _...: AMESBURY .. 1 1 LOT 286 ' i i I W OPT: 2ND LAV IN MASTER n RECORD COPY 1 i eel tea ese zvic s,nc. 2153 Premier Row Orlando, FL 32809 407-812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE #D2 0) BUILDER TAYLOR MORRISON HOUSE PLAN AMESBURY 1588 SQFT GENERAL LIGHTING X 3 VA PER SO FT 4764 VA 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 VA 1 LAUNDRY CIRCUIT AT 1500 VA 1 RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN 12000 VA 1 WATER HEATER 4500 VA 1 DISHWASHER 1200 VA 1 CLOTHES DRYER 5000 VA 1 DISPOSAL (1/3 HP) 246 VA VA VA SUBTOTAL OF GENERAL LOAD 32210 VA FIRST 10 KVA OF GENERAL LOAD AT 100% 100DO VA REMAINDER OF GENERAL LOAD AT 40% 22210 VA x . 4 8884 VA TOTAL NET GENERAL LOAD 18884 VA 3 TON HEAT PUMP #1 22.1 AMP X 240 VA = 5304 VA TON HEAT PUMP #2 AMP X 240 VA 0 VA 8 KW ELECTRIC HEAT AT 65% 5200 VA KW ELECTRIC HEAT AT 65% 0 VA NET GENERAL LOAD 18884 VA NET TOTAL HEAT VA TOTALLOAD VA CALCULATED LOAD FOR SERVICE 29388 VA 1240 V= 122.45 AMP 150 AMP SERVICE 0)%LD'^'6 SANFORD OF'OARTM 1 7 - 1947 7f,-R-A AdOD 00J32I 1 9 9 9 Hanger List H1 HTU26 NOTES: L) REFER TO MD 91(RECOLMENDATIONS FOR HNAINS INSTALLATION AND TEMPORARY DRAMN6 ) REf ER TO EN6WEERED [1RAWUJ({ FOE PERMANENT ORACIN6 REAARED 2) ALL MISSES (INCLLODIG TRLP5SES UDDER VALLEY FRAMW6) %15f DE COMPLETELY DECKED OR RE, TO DETAIL V105 FOR ALTERNATE ORACM REOIIIREMENTS. 3) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY DULOER 4 ) ALL TRUSSES ARE DESIGNED FOR 7 0 c MAXDAW 5PA1,94L IKE% OTHERWISE NOTED 5) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD DEARM, LILESS OTHERWISE NOTED. 6.) 5Y42 TRUSSES MUST DE INSTALLED WITH THE TOP OEM UP. 7.) ALL ROOF TRIP% HANGERS TO DE 5MP50N HTU26 UNLESS OTHERWISE NOTED ALL FLOOR TR1J55 HANGERS TO DE SWIYON TRA422 LNLE%OTHERWI5E NOTED. D) DEAMIHEADERA.INTEL 00R) f0 DE FURNISHED DY DLUEIIR. SHOP DRAWING APPROVAL 1115 LAYOUT 1511E 50.E SAAE FOR FADOCATION OF TRUSSES AND VODS ALL REVIAfi AUTECURAL OR OTTER TIM LAYOUTS 1E17E1 AID APPROVAL OF 110 LAYAR MI DE RECEIVED DEFORE ANY TRUSSES WILL DE KIT VERIFY ALL CA0 06 TO MIRE AGAINST DUNG S TMI WILL EMIT W EXTRA CW1E(iES TO YOU t4-UA /d.ai Wu 1 AR -a 4 /e; 1 glBuildersFirstSource Orlando PHONE: 407-851.2100 FAX 407-851-7111 Plant City Taylor Morrison Homes Amesbury A Lanai u Awlt%. 1111HM Lot vc VAI M i 011 3-1-17 Rick Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: TB0096 - MITek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610.4115 Customer Info: Taylor Morrison Project Name: TB0096 Model: Amesbury Lot/Block: 286 Subdivision: Thornbrooke Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 139 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 27 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that 1 am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date I No. I Seal# I Truss Name Date 1 1 T10650544 1 C1 3/15/17 118 IT10650561IT09 3/15/17 12 1 T106505451 C3 1 3/15/17 119 I T10650562 I T10 13/15/17 1 13 1 T106505461 C5 1 3/15/17 120 I T10650563 I T11 1 3/15/17 I 14 1 T106505471 E5 1 3/15/17 121 I T10650564 I T12 13/15/17 I 5 T10650548 E6 3/15/17 22 T10650565 T13 3/15/17 6 T10650549 E6A 3/15/17 23 T10650566 T14 3/15/17 7 T10650550 I H5 3/15/17 24 T10650567 T15 3/15/17 8 IT10650551 I H6 3/15/17 25 T10650568 T16 3/15/17 19 I T10650552 I T01 3/15/17 26 I T10650569 I VO4 1 3/15/17 I 110 I T10650553 I T01 AC 13/15/17 127 I T106505701 V06 1 3/15/17 111 I T10650554 I T02 13/15/17 I 1 1 1 1 112 I T10650555 I T03 13/15/17 113 I T10650556 I T04 1 3/15/17 114 I T10650557 I T05 1 3/15/17 15 IT10650558IT06 3/15/17 16 IT10650559IT07 3/15/17 117 I T10650560 I T08 1 3/15/17 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. eVll.o/4,C SANFORD 1 7 - 1947 I N E N 68182 9 '. STATE OF : Q/Z i i ice • '.; O R \N: 1 S10NACE,.` Jmq In elez PE No.68182 MIT U Inc. Ft. Can 6W 6904 ft East Blvd. Tampa Ft. W610 Date: March 15,2017 Velez, Joaquin 1 of 1 Job cuss Truss Type ry rply T10650544 TB0096 C1I Jock -Open B 1 Job Reference (optional) Buaeers vasibource. rampo. rtant uny. rtonoe 3oaoo r... __.. . _e_ . ID:itsO4vLtwhHT994F1VUOLQz_9bD-wXUJg11ROofWEAg6iNX Z9TmPBgafyRIZHeSKzalxt 1.4-0 1-0.0 1 d-0 1.0.0 LOADING (psl) SPACING- 2-0-0 CST. TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 TCDL 10.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 ' Rep Stress Incr YES WET 0.00 BCDL 10.0 Code FBC2014fTP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No 2 REACTIONS. (lb/size) 3=-36/Mechanical, 2=185/0.8.0, 4=9/Mechanical Max Harz2=46(LC 12) Max Uplift3=-36(LC 1), 2=-85(LC 12) Max Grav3=23(LC 8), 2=185(LC 1), 4=18(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. Scale = 1:7.8 1.0-0 DEFL. in poc) Udell Ud PLATES GRIP Verl(LL) -0.00 2 >999 240 MT20 244/190 Verl( I-) -0.00 2 >999 180 HOrz(TL) -0.00 3 We We Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0.0 oc purlirls. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Ops1; h=1511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 3, 2. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 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 1 as referenced by the building code.' 0 WARNING - Vanity da0fin parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE Na-7473 rev. 169MIS BEFORE USE Desl{y1 valid for use only with Mllek® connectors. itnls design Is based only ulm paamelers shown. and Is for an thcIlvldual bu0dbng cornporxrnt, not a Sus systersn. Before use. The LxAc9rng tkaToner must verify the apPlicatAlly of design paa elers and properW Incorporate thlt design Into the overall Ixildlrng design. Bracing Indkaled Is to prevent buckling of IndMdual inns web and/of chord members only. nAddllloal temporary and permanent brcrcing WOW Is always iequhod for stability and to txevent collarne wllh possible personal b*uy and propony danage. For general guidance tegadhng the Iabrlaatlorr, storage. delivery. eteetton and txOClrng of inrses clrxl Intsc systerns, seeANSI/IPI I CuaBfy Criteria, DSB-89 and SCSI BuBdhng Component 6904 Parke East Blvd Safety Information avallarAe from Truss Plate Institute. 218 H. toe $heel. Sulle 312. Alexandria, VA 22314. Tar po. FL 33610 Job russ Truss Type OTY 710650545 TB0096 C3 Jack -Open a t Job Reference Donal oudders Fnsibource, tamp,, ram t.ny. F101rda SJOae .. r• •••••••. •• ID:itsO4vLIwhHT994F1 VUOLOz_9bD-wXUJg11ROof W EAgG 1 NXXzZ9S 1 PAnatyRIZHeSKzalxt 1.4.0 3-0-0 1.4-0 3.0.0 Scale a 1.12.9 3-PO 3.00 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Veri(LL) -0.00 2.4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na n1a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 12 lb FT = 204i. LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 3=46 Mechanical, 2=236/0-8-0, 4=26/Mechanicaf Max Harz 2=89(LC 12) Max Up11113— 47(LC 12), 2=-80(LC 12) Max Grav3=46(LC 1), 2=236(LC 1), 4=52(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=6.Opsf; h=1511; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Exlerior(2) zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) 'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will III between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 3, 2. 6) 'Semi -rigid pitchbreaks 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 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWO • Vortry doatyn pamnretoro and READ N07Es ON Tnz AND WCLUDED MITEK REFERANCE PAGE Ma-7473 rov. 1002W IS BEFORE USE. Design will for use only with Mnek® connectors. Ms design is based only upon patamelers shown. and Is lot an hdvkktal buldhg canponenl, not a Inca system. Before use. the Wilding designer must verity the applicability Ixxaityofdt--J neters and popenly trtp tcooratethis design Into the overall bx/ ding design. Bracing Indicated Is to prevent budding of IrxlWtKd hus web and/of chord members only Additional lempotary and permanent IxaGng WOW Is always required for stabllly and to pevenl collapse wllh possible personal b11uy and ptoperty Manage For general guldance regading the 6904 Pmke East Blvd. fabnk:allon, storage, delivery; otecilon and lancing of Intses and tnrs systems. sceANSIMI I Quality Cdlerb, DS11•89 and SCSI building Component Solely Information available Iom Truss Plate InstBttte, 218 N. lee Sheet. StAle 312. AlexalMrkx VA 22314. Tampa. Fl. 33610 Job iftiss TFuss Type Uty Ply T10650546 TB0086 CS Jack -Open a 1 Job Reference o tronal w 1n 7- Dnnw t Duseers rasllO mq. rampe. Will V9r.WIW4 JJi0 ..-.__... .___._.... ID:ItSO4vLIwhHT994F1VUOLOz_9bD-Pk2iu513B5nNsKFTa52mVmhbdpT7J6Cb DOC?nzalxs 1.4.0 5-0-0 1.4-0 5-0-0 5-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Verl(LL) 0.03 2-4 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Verl(TL) 0.07 2-4 820 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) 0.00 3 n/a n1a BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=120/Mechanical, 2=302/0-8-0, 4=48/Mechanical Max Horz2=132(LC 12) Max Uplilt3=-101(LC 12), 2=-85(LC 12) Max Grav3=120(LC 1), 2=302(LC 1), 4=92(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. Scale = 1:17.8 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20°L BRACING - TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0ps1; h=151t; Cal. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterlor(2) zone; end vertical left and right exposed;C-C for members and forces f5 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 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) lot truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except 01=lb) 3=101. 6)'Semi-rigid pitchbreaks 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 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING. Vodly dedgn parameter t and READ NOTES ON THIS ANOWCLUDED MIrEN REFERANCE PAGE W 7473 rov. I&IM IS BEFORE USE, Design valid for use orgy with Hiek®connectas. Irgs desln h Ixaed orgy upon Ixxamelen shown. and Is for an IrxJNkArd buldtrtg Component, not a frtrss system. Before fso. the txAclin0 designer must verify the g4AIcobllty of design PUICKnelers cmd Ixopedy hcaporalo Mh design Into the overall WlngbuildingdesignBracingbxlkaledIsIopreventIxtcklingoflndMdualInmweband/or chord members only. Addillonal temporary and permanent Ixoc WOW Is always iecitlrod for stability and to Ixervenl collg7se wllh possible personal k*wy and property damage. For general gtddance rogaiding the lalrk;allo t slorage. delivery, erection and bracing of fnmes arx7 inrss syslem& seeANSI/rPl1 0rrality Criteria, DS6-69 and SCSI Buttdtrty Component 6904 Parke East Blvd. Safely Information avdlable from Truss Mate InitlMe. 218 N. lee street. Sidle 312, Alexandria. VA 22314. Tarrpa. FL 33610 Job Truss Truss Type oty ply 710650647 TBOO96 ES Jack -Open 2 1 Job Reference o tional tsuaaefe I-1161bource. larnpa. 1'IOni%,ay. Y,anua J o. ........y.. .. .... ..-.... ....--...__. ID:rtSO4vLtwhHT994F 1 VUOLOz_9bD-Pk2iu513B5nN6KFTa52mVmhbZpT?J6Lb_DOC?nzalxs 1.4-0 5.4.0 r 1.4-0 5.4.0 Scale = 1:20.8 5.4.0 5.4-0 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in poc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Veri(LL) -0.03 2-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Verl(TL) -0.07 2-5 >788 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 Ida Na BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=304/0.8-0, 5=190/0.8-0 Max Horz 2=140(LC 12) Max Uplifl2_ 82(LC 12), 5=-88(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown NOTES- (6) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf; h=1511; Cat. II; Exp B; Encl , GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed-,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10D lb uplift at joint(s) 2, 5. 5) 'Semi -rigid pitchbreaks with fixed heels' Member end lixity 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 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNINO. Verily dedgn peram6ren and READ NOTES ON THIS ANO INCLUDED AUTEK REFERANCE PAGE W7473 rev. 1OV3201 S BEFORE USE Design valid for use only vAm Wlek® connectors. this deslgil is based orgy upon parameters shown, and Is lot an IndiNtAKil building component, not a truss system. Belolo use, the building designer must verily the applicability of design parameters and properly hcorpolale this design Into the overall building design. ®oci ng indicated Is to prevent Welding of lndWlual Russ web and/a chord members only. AddilloW temporary and petmanenl bracing MiTek' is always reciubed for stab011y and to prevent Collapse vAlh possible personal hµry and properly damage. For general guidance regarding One labricatkom storage, delivery. eiectkrn and lrooing of trusses orxJ miss systems, seeANSI/1PIT Quality Criteria. DS11-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inlormatlon available horn Truss Plate Insiptute, 218 N. Lee Street. Suite M2. Alexandria. VA 22314. Tanga. FL 33610 Job FUSS Truss Type Qty ply 710650548 7800/6 E6 Jack -Open 7 J.Job Reference o Clonal LtU110a1t 1-UMQU1Ce. lamDe. 'hill My, r M,...___._.____.. __ ID:ItsO4vLtwhHT994F1 VUOLOz_9bD-Pk21u513B5nNsKFTa52mVmhYgpRzJ6Cb_DOC?nzalxs 1.4-0 6_" 1 4-0 6-0-0 Scale = 1:20.2 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plale Grip DOL 1.25 TC 0.50 Verl(LL) 0.06 2-4 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) 0.15 2-4 455 180 BCLL 0.0 ' Rep Stress Incr YES WB 0,00 HOrz(TL) 0.00 3 We We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 21 lb FT = 20% LUMBER - TOP CHORD 20 SP N0.2 SOT CHORD 20 SP N0.2 REACTIONS. (lb/size) 3=153/Mechanical, 2=339/0.8-0, 4=56/Mechanical Max Horz 2=154(LC 12) Max Uplifl3=-126(LC 12), 2=-90(LC 12) Max Grav3=153(LC 1), 2=339(LC 1), 4=112(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDI--4.2psf; BCDL=6.0ps1; h=1511; Cal. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2 except 01=lb) 3=126. 6) 'Semi -rigid pitchbreaks with lixed heels' Member end fixity model was used in the analysis and design o1 this inns. 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 1 as referenced by the building code.' WARNING - Vaily dotfyn Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev. 10931016 BEFORE USE Design vdki for use orgy with Mllek® connectors 8ds design Is lamed only upon paamelem srown. and Is for an Indlvktual building component not a Inns system. Woe use. the Wilding designer must vedly the applicc"Ify of design parameters and Ixoperly koogwrate Bds design Into the oval," Ixildkng design. Bracing Indicated Is to prevent buckling of IndNklual buss web and/or chord memix-is only. Additional lempoiory and permanent bracing WOW is always reclrlred fa sUAIIV and to Ixeveni collapse vAlh possNle personal knlray and property damage. For general guidance Iogadkng the tabxk:allon. storage, doilvery, erecllon ctnd bating of Inraes and Inns syslcnns. soeANSI/TPI I Quality Cdtefb. DS11-89 and BCSI Buffeting Component 6804 Parks East Blvd. Safely Infotmaaon avdtable Dan buss Plate Institute, 218 N. lee Street. Sulle 312, Alexanclfb. VA 22314. Terrpa. FL 33610 Job Truss Truss Type T106SO549 T80096 E6A Jack -Open Girder 1 1 Job Reference (optional) M•7I •A 7flt1 Dnn. t CU110696 F061b01rlce. IOmpo. ronl %,By. rg Ma J Q. .. - "r -- - - -" I D:itsO4vLNvhHT994F 1 VUOLOz_9bD-twc45RmhyPvETUgfSoa92_EhNCIL2ZgkDtmlXDzatxr 3.1.9 6-0-0 3.1.9 2-10.7 Scale = 1,22 3 20 11 2 3 UJI = 2xo II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.07 1-5 893 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) 0.18 1.5 363 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 Il/a We BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 28 lb FT = 20%. LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 20 SP No.3 REACTIONS. (lb/size) 1=974/0-8-0, 5=1043/Mechanlcal Max Horz 1=128(LC 8) Max Upliftl=-222(LC 8), 5=-308(LC 8) Max Gravl=1073(LC 15), 5=1147(LC 15) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (9) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=151t; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=11)) 1=222, 5=308. 6) Girder carries tie-in span(s): 16-0-0Irom 0-0-0 to 6.0-0 7) 'Semi -rigid pitchbreaks with lixed heels' Member end fixity model was used In the analysis and design of this truss. 8) In the LOAD CASE(S) section, loads applied to the face of the thus are noted as front (F) or back (B). 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 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2>60, 2.3=-20, 1.4=-297(F— 278) 0 WARNING - Verify dedyn pan m6fen and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE 111147I73 rev. 169MI S BEFORE USE Design valid for use only with Mllelu® connectors. this design Is hosed only upon 1>dameten shown. and Is for an Individual building component. not o huss system. Before use, the building deslgnor mint verify the oWIcablity, of design palamelers and Ixo1>esly hcorporalo IMs design Into the overall txBt&ng design. 9oehg Indkaled h to Ixevenl buclding of Individual truss web and/or chord members only. Addillonal temporary axi permanent Nocing Welk' Is always required for stability and to prevenl collcM wllh possible personal Injury and Ixoperly damage. For general guidance tegading the rcrbelcallm storage, delivery, erection and txochg or trusses taxi truss systems woANSI/TPI I Quality Cdtodo. DS6-69 and SCSI Building Component 69D4 Parke East Blvd. safety Information avaBal>le from truss Plate InsilMe, 218 N. lee Sheet. Sulle 312. Alexcuvdit VA 22314. Terrpa. FL 33610 Job T russ Truss Type b Tt0650550 7B0096 HS Root Special Girder 1 1 Job Reference (optional) Buddere Foet5ource. Tampa. YIBm {fay. Fiona j4boo , — v n,, .v cv,v ""'v,. ..,vv....va. "_. .. o.. .v- . ID:itsO4vLtwhHT994F 1 VUOLOz_9bD-twc45RmhyPvET Ugl8oa?2_EgnCIW 2ZckDtmlXDzalxr 1.10.10 6.11.6 1.10.10 6.11.6 0-511 Scale = 1:21.1 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.67 Vert(LL) -0.08 2-5 >971 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(fL) -0.22 2.5 >365 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 n/a r1/a BCDL 10.0 Code FBC20141TP12007 (Matrix) Weight: 29lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/slze) 2=302/0-11-5, 5=344/0-10-9 Max Harz 2=142(LC 4) Max Uplift2=-132(LC 4), 5=-144(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-5=-263/179 NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6 Opsl; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.00 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 100 lb uplift at joint(s) except QI=lb) 2=132, 5=144. 5)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 t as referenced by the building code.' LOAD CASE(S) Standard 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-6=-60 Trapezoidal Loads (pit) Vert: 6=0(F=30, B=30)-to-4=-111(F=-26, B=-26), 2=-2(F=9, B=9)-to-5=-35(F=-7, B= 7) Q WARNING - VwW dedyn Paramofore and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M0,7g7 row. /00MIS BEFORE USE Design valkl for use only with Mllek®conneclois. Ihls design Is based orgy upon praamelers shown. and Is for an Individual building component. not a Cuss system. Before toe. the Ix/k9ng designer must vedly, the applicability of design pwamelers and properly Inc011w1010 thisdesign Inlo the ow"Ill building design. ®acing Irx9coted Is to prevent buckling of individual tnra web and/or chord members only. Additional lemporary and permanent bracing MiTek' Is always tecluked low stability and to prevent collapse with possible personal Injury and properly damage. For general gldance regarding the fabdcatkln. storage. delivery. wecllon and bracing of trusses and truss systems, seeANSi/TP1I Quality CrIlw1a, DSB-89 and SCSI Butding Component 6904 Parke East Blvd. Safety Information avallable from buss Pluto Insillulo. 218 N. lee Sheet. Stlto 312. Alexandria. VA 22314. Tampa. FL 33610 Job russ Truss Type y Tt0650551 T80096 H6 Diagonal Hip Girder 3 1 Job Reference Clonal GUIMI$Y siboulce. I alnpa. IWI11 Vey.rglga a.fJ00 hHT99 FIVU-.-...-9bD.___...__...._.- ID:1tsO4vLfwhHT994F1 VUOLOz_9bD-L6ASInnJjj155ePrrV5Ea8nfsc16n?IuRXVl3izalxq 1-t0•t0 4.5-15 5 8a 8.5.13 1.10.10 4.5.15 1.2 6 2-9.9 State = 1:19.8 LOADING(psf) SPACING- 2-0.0 CSI. DEFL. In poc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Ver(LL) 0.17 2.6 561 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(rL) 0.50 2-6 196 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 HOrz(rL) 0.00 5 We n1a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 34 lb FT = 20% LUMBER - TOP CHORD 20 SP NO.2 BOT CHORD 20 SP N0.2 WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 4=125/Mechanical, 2=379/0.11-5, 5=324/Mechanical Max Horz 2=176(LC 4) Max Uplift4=-99(LC 4), 2=-149(LC 4), 5=-78(LC 8) Max Grav4=132(LC 18), 2=379(LC 1). 5=324(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-337/81 BOT CHORD 2-6=-189/297 WEBS 3.6=-380/242 BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=151t; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(S) 4, 5 except 01=lb) 2=149. 6) 'Semi -rigid 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) or back (B). 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.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 1-7=-60 Trapezoidal Loads (pit) Vert: 7=0(F=30, B=30)-tO-4=-127(F=-34, B- 34), 2=-2(F=9, B=9)-to-5=-42(F=-11, B= 11) 0 WARNWG . Varfty design parameters and READ NOTES ON TN1S AND WCLUDEO M1TEK REFERANCE PAGE Ull-7473 nary. 1=011 /6 BEFORE USE Design valid for use c"y vAth kAlek® connectors. This design Is based ardY upon parameters "vox and Is for an etdlvkival building component, no a Inns system. Wore use, the bxfldliV designer must verify the aplblkbabllly of design pcnanwters and properly Incorporato ihlt design Into The overall building doslgn. Bracing Indicated Is to prevent buckling of IrxlWual truss web and/or chord members orgy. Adcglkxtd temporary and permanent bracing WOW is always recAlred for stability and to pevent collapse vAlh possible persorwl k ny and property damage. For general guidance regarding Cho htbricallm storage. delivery. erection and bracktg of Trusses aril truss systems seeANSI/iPll Quality Criteria, DSB•89 and BCSI BuBdelg Component 6904 Parke East Blvd Safety Information avallatAe Dom Truss Plate Institute. 218 N. bode Sheet, Sulle 312. Alexarxlrlo, VA 22314. Tempe. FL 33610 Job Truss Truss Type Uly Kill Tt0650552 78OO96 701 Common 16 1 Job Reference(optional) W A \I... c ae lI II 7a1] Dnnl 1 BUlldere FeelboUrae. pampa. rranr t:xy. Fronaa&=,00 ..-.•o•-r• •-••_.•.•. _^...___...__. ..._ .. __..—_ _-__-- - _- - _o- ID:iisO4vLtwhHT994F 1 VUOLOz_9bD-L6ASInnlp I55ePriV5EaBng2c 17nxKuRXVl3fzalxq td-07.9.5 15.0-0 22.2.11 30-" 3t•4.0 1. 4-0 7.9.5 7-2-11 7.2.11 7.9.5 Scale = 1:53.7 4x6 = 3x6 = .,,... — 3x4 = 4x6 = 3x4 = 10. 23 9.7.9 10.2-3 LOADING ( psi) SPACING- 2.0.0 CSI. DEFL. in Qoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.34 10.12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.59 8-10 >594 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(TL) 0.08 8 Na rVa BCDL 10.0 Code FBC2014/TP12007 Matrix) I Weight: 137lb FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 20 SP No.1 BOT CHORD Rigid ceiling directly applied or B-4-7 oc bracing. WEBS 20 SP No.3 REACTIONS. ( lb/size) 2=1273/0.8-0, 8=1273/0.8-0 Max Horz2=-153(LC 13) Max Uplitl2= 311(LC 12), 8_ 311(LC 13) FORCES. Qb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-2053/748, 3.4=-1805/711, 4-5=-169&736, 5-6=-1696J736, 6.7_ 1805/711, 7- 8=-2053/748 BOT CHORD 2-12=-527/1746, 12-13--216/1161, 11-13= 216/1161, 11-14=-216/1161, 10.14= 216/1161, 8- 10=-536/1746 WEBS 5.10— 227/694, 7-10=-426 360, 5-12=-227/694, 3-12=-426/360 NOTES- ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=1511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exiedor(2) zone; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=lb) 2=311, 8= 311. 6)' Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design o1 this taus. 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 1 as referenced by the building code.' Q wARNWG - Verify design paramotere and READ NOTES ON TNrS AND WCLUDEO AI EK REFERANCE PAGE U1167473 rev. 1002WIS BEFORE USE. Design valid for use only vAlh 1,4109connectors. lnls design Is based only Lq= parameters shown, and Is for an individual building component, not a hu ss system. 6eloe use, the building designer mtnl verity the applkobillty, of desio n Iwramelels axf property ineorpoote N* design Into the ovoall building design. 9ocing hndlcated Is to prevent buckring of Individual Inrss web and/or chord mornbeis orgy. Additional lernWary and Mirnanent bracing Welk' It alwoys tegtlred for stablilly and to prevent collapse wllh possible personal Oyray and pxomrly damage. For general guidance tegord ing the krb ricallm stooge• delivery. erection anal braehng of In=$ and Inns systems, See-ANSI/1P11 Quality Ciltaria, DSB-89 and SCSI Lulidlng Component 6904 Parke East Blvd Safety Information avc0able horn lrtm Plate Insilltle. 218 N. lee Street. Suite 312, AlexarxJAu. VA 22314. Tampa. FL 3%10 Job russ Truss Type Ury Voy T10650553 TBo096 701AC Common 2 1 Job Reference(optional) BUlldere F MQUICe. r a111Pa. Yranl L ny. Emma jJ oo ID:IlsO4vLtwhHT994F1 V VOLOz_9bD-pJkgW7oyU09yjo_2GDcT7PJxaOM_W OU 1 gBFsbSzalxp t-4-0 7-9.5 15.0-0 22.2.11 30-0.0 31.4 0 t-4-0 7.9.5 7.2.11 7.2.11 7.9-S 1.4-0 Scale = 1:53.7 4x6 = N 8 3x6 = 3x4 = 4x6 = 3x4 = 10.2.3 19.9.13 30-00 10.2.3 9.7.9 10.2-3 LOADING(psf) SPACING- 2.0-0 CST. DEFL. in poc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Ven(LL) -0.34 10.12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.59 8-10 >593 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Horz(TL) 0.09 8 n/a n1a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 137 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-5,5-6: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-0-1 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1348/0-8-0, 8=1348/0-8-0 Max Horz2=-153(LC 17) Max Uplift2= 333(LC 12), 8= 333(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 2-3=-2219/806, 3.4=-1969/769,4-13=-1853/781, 5-13=-1795/781, 5.14=-1796/781, 6-14= 1853f781,6-7— 1969/769,7-8=-2219/806 BOT CHORD 2-12=-579/1894, 12.15— 264/1295, 11-15=-264/1295, 11-16=-264/1295, 10.16— 264/1295, 8.10=-588/1894 WEBS 5-10=-230(705,7-10= 439/363,5-12=-230/705,3-12=-439/363 NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsl; h=1511; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed lot a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0.0 wide will lit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (p=lb) 2=333, 8=333. 6) -Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 27 lb up at 13-", and 75 lb down and 27 lb up at 17-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 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.' LOAD CASE(S) Standard 1) Dead Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.5— 60, 5-9=-60, 2-8= 20 Concentrated Loads (lb) Vert: 13=-75 14=-75 Q MRNWG . verfty dedyn pmmom and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE 11,111.7473 rev. 1003WIS BEFORE USE. Design valid lot use only wlih Mllek®connectors. 1K%de*p1 Is based orgy tq»n Parameters shown. and Is for an IndhAd1al building component. not a truss system. Below use, the Irdlalng designer mW vorlty the applk:aWity of design pCxamelets and proporly Incorl3orale "design Into the overall building design. &aehg Indkated Is to prevent bteatng of IndlOdu[ul truss web and/or chord members only. Addtik>nal lempotary and wmanent btacing WOW is always logulred lot slab0lty and to prevent collapse wllh possible personal "try aril property damage. For general gJdanco regardlrlg the labticolbn stotage. delivery. erection and tracing of trusses and truss systems. seeANSI/iP1I Ouallhy Criteria, DSB-89 and SCSI Sulkling Component 6904 Porke East Blvd. Safety Information available from Truss Poole Imlltule. 218 N. Lee Shool. Suite 312, Alexordrio. VA 22314. Tonga. FL 33610 o russ russ ype N Ply T10650554 T80096 T02 Common 1 1 Job Reference oplronal ttuaders mrstbource. I ampa. mnr bay. •mma 4J oo ID:itsO4vLtwhHT994F1VUOLQz_9bD-HVICIToaFKHpKxZEpw7igcsA501dFIDBvr P8Yzalxo 1.4.0 7.9.5 15-" 22-2.11 30-0-0 31.4-0 1.4-0 7.9-5 7.2.11 7-2.11 7.9.5 Scale = 1:56.8 3x6 // 3x6 i 3x6 \\ 3x6 4 56 7 DI 3x6 = - 3x1 = 4x6 = 3x4 = 10.2.3 19-9.13 30-00 10.2.3 9.7.9 10-2.3 Plate Offsets (X Y)- 13:0.4 0 03 0) 14.0.3-0 0-0-81 17.0.3-0 0-0.81 18:0-4-0 0.3-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Verl(LL) -0.35 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Verl(TL) -0.61 9-11 >578 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.08 9 We We BCDL 10.0 Code FBC20141TP12007 Matrix) Weight: 136 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.11-8 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8.4-14 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1273/0.8-0, 9=1273/0-8-0 Max Horz2=-144(LC 13) Max Uplift2=-303(LC 12), 9= 303(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2052/742,34- 1791/709,7.8=-1791/709,8.9= 2052/742,4-5=-1519/695, 5.6=-1177/589,6-7_ 1519/695 BOT CHORD 2-13- 523/1745, 13-14=-225/1177, 12-14- 225/1177, 12.15- 225/1177, 11-15=-225/1177, 9-11=-533/1745 WEBS 6-11=-191/660,8-11=-401/338,5.13=-191/660,3.13=-401/338 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=151t; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exlerior(2) zone; end vertical tell and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip D01-0.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of wt hstanding 100 lb uplift at joint(s) except Qt=lb) 2=303, 9=303. 7) -Semi-rigid pitchbreaks with fixed heels' Member end fixily model was used in the analysis and design of this truss. 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.' WARNING • VwW dogyn Paramofom and READ NOTES ON THIS AND INCLUDED MIlEK REFERANCE PAGE M67473 rev. I=3 WIS BEFORE USE. Design valid for use orgy vAth Mllek® connectors. fill design Is bred only upon pzameters Mowm and Is for an tndly ckral txasdi ng component, not a fit= system. Before use. the LxAdlnp designer must verify the applicalAlly of design paraneters and properly Incorporate this design Into the overall building design. eaeing Indicated Is to prevent buckling of IntllvkAKA buns web and/or chard mernhxrs orgy. Add111onal lempxrary and permanent tracing MiTek' Is always regWred lot slab911y tmd to prevent collapse wllh possilAe personal Inkay and property damage Fa gerxsral guldance iegadi ng the fabrkcollon. storage. delivery, ereclkrn and baclog of trusses and masssysterns. seeANSIM11 Ou illy CAterla. OSB-89 and BCSI 6ullding Component 6904 Parke East Blvd. Safety Information ovaltable tan truss Plato InsilMe. 218 N. Lee Street. Suite 312. Nexandrla. VA 22314. Torrpa, FL 33610 Job Truss Truss Type oty ply Tt06505557JbR.1.r.nc& TB006 T03 HD 1 o itonal in) D n 011=916 F6s1ODe1Ce1 l anpe. IUnl 1. ny, ID:it504vLIwhHT984FIV4F1VUOLOz_8bD-IhrbxppCOePgyS(iONeexCgOJ9g2k K7K7Vkzg_zalxn 1.4-07.9.2 12.0.0 t5-0-0 ta•0-0 22.2.14 30-0-0 131d-0 ld- 0 7.9.2 4.2.14 3.0-0 3-0-0 4.2.14 7.9.2 Scale = 1:65.5 8x14 MT20H5 i 5 90 12 8x14 MT20HSZ: 3x6 = 3x4 = 4x6 = 3x4 = LOADING ( psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.77 BC 0.81 W B 0.21 Matrix) DEFL. in Vert( LL) -0.55 Vert( TL) -0.88 Horz( TL) 0.08 poc) Well Ud 7- 9 >641 240 7. 9 >402 180 7 We We PLATES MT20 MT20HS Weight: 129lb GRIP 244/ 190 187/ 143 FT = 2056 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc pudins. BOT CHORD 20 SP No.1 BOT CHORD Rigid ceiling directly applied or B-7.1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1273/0-8-0, 7=1273/0-8-0 Max Horz 2-125(LC 13) Max Uplif12=-286(LC 12), 7— 286(LC 13) FORCES. ( Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2040/715, 3-4=-1810/679, 4-5=-1410/610, 5.6=-1810/679, 6-7=-2040/715 BOT CHORD 2-11-495/1731, 11.12-294/1410, 10-12— 294/1410, 10.13-294/1410, 9-13= 294/1410, 7- 9=-505/1731 WEBS 4-11— 124/557,3-11=-391/303,5-9=-124/558, 6-9=-391/303 NOTES- ( 9) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsl; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will tit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=lb) 2=286, 7= 286. 8) ' Semi -rigid pitchbreaks A41h fixed heels' Member end fixity model was used in the analysis and design of this truss. 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 1 as referenced by the building code." Q WARNING • Verify dadpn peramatenz and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 014/I.7473 ray. IM32015 BEFORE USE. De& Vn valkl tot use only wpm Ml lek® connectors. Bnis design Is Txxsed only upon poarneters shown, and Is for an Individual buldkng component not a Miss system. Before rise, the b tllding designer must verity the applicalbilty, of design p tramoters and Property Incorporoto It* design Into the overail b4dkng design. Bracing Indicated Is to prevent bxrckling of IndMdrKil inns web, and/or chord members only. Adaiflordt temporary and Ixnmonenl bracing WOW Is always tegtlred for stdtlilly and to prevent collapse wllh possible personal k*vy and property damage. For general guidance regardprtg the laixbcotlon, storage, delivery, ereelkrn and bracing of trusses and buss systems seeANSI/IPII CuaBN Cdtetla, DSB-89 and SCSI BumIng component 6904 Parke East Blvd Solely, Information available from Truss Plate Institute. 218 N. Lee sheet. Stile 312. Alexandria, VA 22314. Tampa, FL 33610 o russ Fuss ype N N T T10650556 TBOOD6 T04 HtP 1 ob Reference tional w Mil) D.n. t aull0 r-- u,Nvv -- -- -- "- h-b --- - - - - ID:rts04vLIwhHT994F1VUOlOz_9bD•IhrbxppCOePgy580NeexCgOOkq?q JhK7Vkzg_zalxn ld-0 5-t0.0 70-0-0 15-0-0 20-0-0 24.2.0 30.0-0 31.4.0 1 .0 510-0 4.2.0 S." 5-0-0 4-2-0 5-10-0 3x6 = 06 = 4x6 = 3x4 = US = 3x4 = US = Scale = 1:54.6 N g LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014fTP12007 CSI. TC 0.48 BC 0.99 WB 0.30 Matrix) DEFL. In Ven(LL) -0.21 Vert(TL) -0.58 Horz(TL) 0.11 loc) Well Ud 2-12 >999 240 2-12 >612 180 8 n/a Na PLATES GRIP MT20 244/190 Weight: 146 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (Ib/size) 2=1273/0.8.0, 8=1273/0.8-0 Max Horz 2=107(LC 16) Max Uplih2=-265(LC 12), 8-265(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2076(738,3-4=-1797/627,4-5=-1568/605,5.6=-1568/605,6.7_ 1797/627, 7-8=-2076d738 BOT CHORD 2-12-530/1792, 11-12=-433/1731, 10-11-433/1731, 8.10-544/1792 WEBS 3-12=-290/250, 4-12=-116/525, 5-12=-326/180, 5-10=-326/180, 6.10-116/525, 7-10=-290/250 NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Ops1; h=1511; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This thus has been designed for a live load o1 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=265, 8=265. 7) 'Semi -rigid pitchbreaks 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 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.' Q WARNWG • Vwfly dodgn panunaras and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MD-7473 rev. 1QIOftf W I S BEFORE USE Design valkt la use only with miek® connectors. Intl design is based only upon parameters shown. and Is for an I n ilvldlxA building component. not a in= system. Before uso, the Wilding designer must verity the aWicablity of design Parameters and Ixoperly hcotporalo his design Into the ovolall btAd Ing design Bracing Indicoted Is to proven) bticlding of lndWtral In= wet> and/or chord members only. Addlllonal lempotory and permanent Ixcrcing MiTek' Is always iedµAed lot stability and to prevent collapse wllh pos"a personal Idlay and property damage. For general guidance regarding the fabricallon, stotoge. delivery, erection land bracing of intses and Inm systems. seeANSI/TPII Quality Criteria, D59.89 and SCSI Building Component Parke 6904Parkee EstBlvd. Safety Information ovalialAe born Truss Plate Institute. 218 N. too Street. StAlo 312. Alexandria. VA 22314, Te 3st0 mPo Job ruse Truss Type oly Fly T10650557 TBOO96 TOS HD 1 1 Job Reference(optional) Buddera FI16150urCe, lamp&. rmni uny. Flonoo 4:7DDD • • ^U, ^ r •""••" ^ "•""• " iID:rtsO4vLtwhHT994FIVUOLOz 9bD-DtPz88ggnx jdxL9AI1xRnDPIImBTM9TWCOzalxm 1.4-0 8-0-0 15-0-0 22-" 30-0-0 31.4-0 t •4-0 8-0-0 7-0-0 7.0-0 8.0-0 N 01 US 2x4 II 5x8 = 3x4 i 2xe II 34 _ 2x4 II 3x8 = Scale = 1:54.6 LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014rrP12007 CSI. TC 0.97 BC 0.76 WB 0.29 Matrix) DEFL. In Vert(LL) 0.13 Vert(rL) -0.36 Horz(TL) 0.10 poc) Well Ud 2-11 >999 240 2-11 >988 180 6 n1a n1a PLATES GRIP MT20 244/190 Weight: 136lb FT = 209b LUMBER- BRACING - TOP CHORD 20 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 3.5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1273/0.8-0, 6=1273/0.8.0 Max Horz 2=-88(LC 13) Max Up11112=-241(LC 12), 6=-241(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2046/644, 3-4— 2213r797, 4-5=-2213r/97, 5-6=-2046/644 BOT CHORD 2-11>420/1721, 10.11=-417/1728, 9.10— 417/1728, 8-9=-427/1728, 6-8— 429/1721 WEBS 3-11=0/330, 3-9=-245/669, 4-9=-460/285, 5.9=-245/669, 5-8=0/330 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=1511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exiedor(2) zone; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except 01=lb) 2=241, 6=241. 7)'Semi-rigid plichbreaks 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 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.' 0 WARNING . Vedly dodgn parnmelon and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE A07473 rev. 1003MIS BEFORE USE Design vdkr for use only With tAllek® connectors. It& deslQn Is based orgy upon parameters shown, and Is fa an Individual bulldlrlg component, not a tuts syslern. Before use. the lxllc" designer must verity the al.OW tAlN of design paaneters and properly Yoorporale Ihb design Into the overall Ixdldhlg dcdgn Bracing Indicated Is to Ixevenl hxrclding of b odMchxb inrss web and/or chard members only. AddlIonal lempormy and permanent blaclrlg M iTek' K dways legtlred for slaMlly and to prevent cdlgxe Wllh possible personal b*ny and property damage. For goneral gJdalce regadhlg lino labrlcation. slaage. clellvery. erection axl bxacfrlg of inrsses ax1 hues systems, seeANSIMI I Quality Crlterlo. D$9.89 and SCSI Building Component 6904 Poke East Blvd Safety Information ovullable from h1m Rote frlsillute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tempo. FL 33610 Job puss Truss Type ry T10650558 TB0096 T06 Hp Girder 1 1 Job Reference tronal eurraois voisibource. IOmpO. YWIIt riy. tprrOe J,1JOe ""' ^Y"--'-'•"' -" "'---•"--""- "-- "—" '- "' -' -- - - -o- ID:itsO4vLtwhHT994 F 1 VUOLOz_9bD-h4zLMUrSXFfOBPHpV3hPHFUdOdk6S5ndbpD3ktzalxl 1.4-0 3.3.5 6-0-0 12-0.9 17.11.7 24-0.0 26.8.11 30-0-0 31.4-0 1.4.0 3.3.5 2.8-11 6.0.9 5.10.13 6.0.9 2$-1t 3.3.5 td-0 5.90112 5xe 7x10 = 20 ;1 LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 20 SP No.2'Except' 3-5,5-7: 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 3.13,6-13,7-11: 20 SP N0.2 REACTIONS. Qb/size) 2=2430/0.8.0, 8=1967/0.8.0 Max Horz 2=-70(LC 9) Max Uplift2=-729(LC 5), 8=-541(LC 4) Max Grav2=2497(LC 18), 8=1967(LC 1) Scale = t 54.6 20 II 06 = 30 = 7x10 = 6x8 = 6xl2MT20HS= 5x6 = 2x4 II CSI. DEFL. in Qoc) Well Ud PLATES GRIP TC 0.92 Vert(LL) 0.3911-13 >895 240 MT20 244/190 BC 0,75 Vert( L) -0.80 11-13 >438 180 MT20HS 187/143 WB 0.78 HOrz(TL) 0.11 8 We We Matrix) Weight: 178lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-11 -11 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-5039/1511, 3-4=-7217/2275, 4.5_ 7215/2274, 5-6= 7215/2274, 6-7=-6155/1948, 7.8=-3701/1105 BOT CHORD 2.14=-1312/4513, 13-14=-1312/4540, 13.15=-1870/6226, 12-15=-1870/6226, 11-12= 1870/6226, 10-11= 915/3260, 8-10= 920/3258 WEBS 3.14=-12/550, 3.13— 1052/3111, 4.13— 663/445, 6-13=•388/1194, 6-11=-805/397, 7-11— 1098/3299 NOTES- (12) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=1511; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This Iniss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Ot=lb) 2=729, 8=541. 8) Girder carries hip end with 16-0-0 right side setback, 6.0-0 left side setback, and 6.0.0 end setback. 9) 'Semi-rfgld pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1334 lb down and 370 lb up at 14-0.0, and 500 lb down and 139 lb up at 6-0-0 on bottom chord. The deslgn/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12)'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.' LOAD CASE(S) Standard Q WARNING • Vedly design parameters end READ N07ES ON MIS AND INCLUDED MREK REFERANCE PAGE MD-7473 rev. 140MIS BEFORE USE DesI(n valkl for use orgy vAlh h91ek0connectois. 11 1s de*jn Is txj5od orgy upon l"amelers shown. and Is goo an hidMtkial buldino component, not a frlrs system. Belae 1rse. the brlldhV deslgnei mint verity the a"Alaabllly of design paramelers and piopedy Woq>orale this design Into lho overall Ixdlding design. Bracing indicated Is to prevent IxicldhV of Individual Irtm wel> and/or chord members only. Addilkrxll temporary and permanent 1>40ctry MiTek' Is always required for sl Aily and to prevent collapse vAlh possilAe personal Wiay and property damage. For general glktalce regarding the talxk:aibn, storage. delivery. ereellon arKI Ixacbhg of Inises and truss syslernr. soeANSI/IPI I CuaBh CAterlo, DSB-89 and SCSI Bulking Component 6904 Parke Eest Blvd. Salety Information avalic"o from Truss Wale institute, 218 N lee Street, Sulte 312. Alexandria. VA 22314. Tampa. FL 33610 Job TFUSS TrLw Type 0 >Y ply 710650558 TS0096 T06 Hip Grader 1 t Reference tionalJob ouedera in$Ibource. rampa. Yranl Lily. motma a oo ID:rlsO4vltwhHT994F1 VUOLOz_9bD-h4zLMUrSXFtOBPHpV3hPHFUdOdk6S5ndbpD3ktzalxl LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Veil: 1-3=-60, 3-5=-110(F=-50), 5-7=-60, 7-9=-60, 2-14_ 20, 14-15— 37(F=-17), 8-15=-20 Concentrated Loads (lb) Vert- 14= 360(F) 15=-960(F) 0 WARNING - verfly desgn parameters and READ NOTES ON THIS AND INCLUDED IMriEK REFERANCE PAGE NO-7473 rev. 169MIS BEFORE USE. Design vdky fa use only with Mllek®conneclors. 1nls design S based only upon pararnelers shown. and Is for an kxlMdual txAding componentt, not a tntss system. Belau use. the bxUdbhg dostgner must verify the opplIcabllty, of design poranelors and Ixofxfly b-. orporalo tt6 design Into the overall bxiding design. Bochg kxAcatod Is to Ixevent Ixtcklhng of Indlvklud inns web and/ofchord members only. Addlkbnd temporary andpemhanent b f by M iTek' Is always required for sloblllly and to rxevenl cdlafne wlth possMe personal k*ry and rxoperty damage. For general gt*Jcme regaalng the fabrk; otlon. storage. delivery. eroctbn and bracing of trusses and Inrss systems, srreANSt/IPI I Quality Crlledo, DSB-89 and BCSI Building Component 6904 Parks East Blvd Safety Information available nom Truss Plate InstlMe. 218 N. lee Sheet. Sulle 312. Alexandria. VA 22314. Tampa. FL 33610 runs fuss Type T10650559 7B0096 707 Hip T 1 ceJobRefereno toonal I. w W.I unr [!le•71IR 7111] P n t BUlldere FU5150UFCe. 18"". rianr "y. fledge xa vo ID:itsO4vLfwhHT994F1 VUOLOz_9bD-h4zLMUrSXFfOBPHpV3hPHFUhndklSCZdbpD3ktzalxl 15. 3.8 1. 4-0 7.9.5 14.8.8 t 22.2.11 30.0.0 3t•a-0t• 4.0 7.9.5 611.3 43.8 6.11.3 7.9.5 0. 3•8 Scale = 1:55.5 4x6 = 5. 9D 12 N IT O 3x6 = - 3x4 = 4x6 = 3x4 = 10. 2.3 19-9.13 3D-0-0 10. 23 9.7.9 10.2.3 LOADING ( Psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Ven(LL) -0.34 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.59 2-12 >594 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.34 Horz( L) 0.08 8 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 137 lb FT = 20%. LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-4-7 oc bracing. WEBS 20 SP No.3 REACTIONS. ( Ib/size) 2=1273/0-8.0, 8=1273/0-8-0 Max Horz2=-153(LC 13) Max UplItI2- 311(LC 12), 8=-311(LC 13) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2053r748, 3-4=-1805/711, 4-5=-1696r736, 5.6=-1696/736, 6-7=-1805/711, 7- 8=-2053r/48 BOT CHORD 2-12-527/1746, 12-13=-216/1161, 11.13-216/1161, 11-14-21611161, 10-14-216/1161, 8- 10=-536/1746 WEBS 5-12=-227/694, 3-12-426/360, 5.10=-227/694, 7-10=-4261360 NOTES- ( 7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCDL=6.Opsf; h=15111; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will tit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=311, 8= 311. 6) ' Semi -rigid plichbreaks 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 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Vorlly d@Wgn Peremotore end READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE NII.7473 rev. 1093MO1 S BEFORE USE agfjn vcdld la use only with Mriek9 connectors. D* deslgtl b baser) only upon paanlelers sown. and Is la an IrldNkkal building component, not o cuss syslorn. Before trso. Io Ixik9ng deslgllur rntrsl verify the applkabillty of design Ixxamelers and popeoly Incorporab tiffs doslgn Into the over', btMdhlg doslgn. ®acing Indk;aled h to prevent buckling of IndNkJtld In=web and/or chord memlxrs only. Addlibnri lemrxxary and permarlont tracing MiTek' Is always oegtlred too sksiAlly and to prevent collgxe wllh possUe perw xil Init+y and pooperty damage For general guidance oegadklg the labxksallm storago. delNery. erection and Ixocing of Inmes and truss Mtoms. soeANSI/IPI I Cuailly Crrlerto. DSB-89 and SCSI Building Component ok 6904PaokeEast Blvd. Safely Information avdldllo horn buss Plate Instilule. 218 N. Lee Sheet, Sullo 312, Alexandrla. VA 22314 Ta 33610 mpa ob Truss Truss Type UTY ry T10650560 T60096 T08 Hip 1 1 Job Reference(optional) w wow u-c ne-7e A7 9m7 Dnn. 1 e4Bde1% Fas150UMS. Ian". Ilan %,fly. rjonua jJ vv _ - ID:dsO4vLfwhHT994F1 VUOLOz_9bD-AGXIZgs4lZnEpZs?2mCegSOsal4FBhgmgTydHJzalxk 1.4-0 7.9-5 12-8.8 15-0.0 17.3.8 22.2.11 30-0.0 37.4-0 1 4.0 7.9.5 Z.,1.3 2.3.8 2.3 8 4.71.3 7.9.5 t•4-0 4x6 5.90 12 4x6 Scale = 1.55.5 3x6 = - 30 = 4x6 = 30 = 10.2.3 19 9.13 3040 10.2-3 9.7.9 10.2.3 Plate Offsets (X,Y)-- 13:0-4 0 0-3 0) 14:0-3-0 0.2-5) 15.0.3-0 0-2.5) 16:0.4-0 0.3.01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in Qoc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.43 2-11 >811 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.76 2-11 >463 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.08 7 We We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 131 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.8.14 oc pudins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8.6-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1273/0.8.0, 7=1273/0-8-0 Max Horz2=132(LC 16) Max Uplill2- 292(LC 12), 7-292(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2047l724, 3-4=-1795 691,4-5=-1330/607, 5.6=-1795/690,6-7=-2047/724 BOT CHORD 2-11-505/1738, 11-12=-274/1330, 10-12-274/1330, 10.13-274/1330, 9-13-274/1330, 7-9=-514/1738 WEBS 4-11-147/593, 3.11= 410/314, 5-9=-147/593, 6-9=-410/315 NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.0psI, h=15111, Cal. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will III between the bottom chord and any other members, with BCDL = 10.0psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=292, 7=292. 7) 'Semi -rigid pitchbreaks 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 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.' 0 WARNINO. Verily design peremetere and READ NOTES ON THIS AND INCLUDED MrIEK REFERANCE PAGE NO.7473 rev. 1093201S BEFORE USE. Design vaikd lot use only with lv61eke connectors. ibis design Is based orgy upon paamelers shown. and Is for an Individual building component. not a huss syslern. Before use, the b qik*) l designer must verity the applicability of deslgrt paranelas and properly Incorporate this design Into the overall building design Brachg Utddcaled K to prevent txtclding of hdivialu l IRass web and/or chord members orgy. Additional temporary and permanent bracing WOW Is always test fired Ion stabBity and to lAevenl collapse vAlh possible personal"and properly damage. For general guidance regarding the labrlcallon, storage. delivery. erection and bracing of Intsses and tans systems. soeANSVFPl1 Quality Crileat . DSB-89 and BCSI Bubbling ComDOnent 6904 Parke East Blvd. Safety Information available aom buss Plate Institute. 218 N. Lee Skeet. Sulle 312, Alexandria. VA 22314. Ten". FL 33610 Job russ ruse Type N N 7106SO561 TB0096 TOOI Hip1 1 Job Reference (optional) Builders Fusl5ource. Tampa. Plant urty, rasa 33566 7 ow s np, ,s 20.6 m, en , .wames. , - •.vv , v , a -:c : v cv. ID:itsO4vLtwhHT994F 1 VUOLOz_9bD-eSSSmASGsw5RIRBcU)tNgZSLRSOw5rw27iAplzaixl 5.1.13 10.8.8 15-0-0 19.3.8 24.4.7 24r10.3 30-0-0 ,31.4.0, 0 5.1.13 5•6.11 4.3-8 4-3-8 5.0.15 0.5-12 5.1.13 1.4-0 3x4 = 20 11 4x6 = 3x4 = 06 = 4 5 6 UB = 3x4 = 3x8 = 2x4 11 Scale = 1:54.6 30 = LOADING (pst) SPACING- 2.0.0 CSI. I DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.11 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.31 11-13 >980 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz( L) 0.05 10 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 157 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.2-15 oc puriins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1063/0.8-0, 10=1428/0.8.0, 8=55/0-8-0 Max Harz 2=- 11 3(LC 13) Max Uplift2=-250(LC 12), 10-210(LC 13), 8=-100(LC 17) Max Grav2=1063(LC 1), 10=1428(LC 1), 8=102(LC 24) FORCES. (Ib) - Max CompJMax Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1750/589, 3-4-1289/478, 4-5-1090/482, 5.6-759/377, 6-7- 927/362, 7-8-121/488 BOT CHORD 2-14=-408/1492, 13.14=-417/1479, 12-13-196/1027, 12.15-196/1027, 11.15=-196/1027, 8.10=-363/192 WEBS 3-13=-434/264, 4-13=-21/312, 5-11=-481/183, 7-11=-203/1006, 7.10=-1330/526 NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VUit=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; Cal. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extenor(2) zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except QI=lb) 2=250 10=210. 7) 'Semi -rigid pitchbreaks 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 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." 0 WARNWO • Vortly doWtin penrmorers and READ NOTES ON THIS AND WCLUDED MrrEK REFERANCE PAGE MIF7473 rov. /09MIS BEFORE USE. Design valkt for use only wpm Milek®conneclors. IW design Is based orgy upon parameters shown, and blot an irdMcluol building cornponenl. not a bras syslem. Belote use. the Ixdlding designer must verify the oplAlcablity of design paramelors aril properly hcorporate 9ilsdesign Into the overall building design. Bracing Indicaled Is to prevent budding of IndMdual truss web and/or chord members orgy. Additional lemporary and Ilelmanenl tracing MiTek' is always recabed for slatAlly and to provenl collarue wllh poslAe personal Iniury and property damage to, general guidance regarding the fabrication, storage, dellvery, erection and tracing of trusses and truss systerns. soeANSI/IPI) Quality Criteria, OSS-89 and IICSI Building Component 6904 Polka East Blvd safety Iniormation avallalAe Dom bus Plate Institute, 218 N. Lee Street. Sure 312. Alexandria VA 22314. Tonga. FL 33610 pia fuss rasa Me 710650562 T80096 Tt0 Hip 1 1 1 Job Reference (optional) aumeisr wQwms.,urrwe. fool V sy. Igr,VY JJi00 ..v,.o^v..o...... ......... .....-.,....,_. ..._. .._.....___.- ID:itsO4vLIwhHT994F1 VUOLOz_9bD-6trr_WtLgA2y2sOOABE6vt69?r)RIZt3HnRkLBzalxt 1.4-0 ILO e-e-e 15-0-0 _21.3-8 30-0-0 ,31.4-0, r 1 -0 4-0 0 4-0-8 6.3-8 6.3-e 6-0 8 1.4-0 Sx6 = Scale = 1:54 6 20 11 Sx6 = N Ig 1xa i 2x4 // 06 = ,..... 20 \\ LOADING (psi) SPACING- 2.0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 20 SP No.l 'Except' 3-5: 20 SP No.2 BOT CHORD 20 SP No.1 *Except' 2-10: 20 SP No.2 WEBS 20 SP No.3 3xa = CSI. DEFL. In Qoc) Vdetl Ud PLATES GRIP TC 0.90 Vert(LL) -0.22 9-11 >999 240 MT20 244/190 BC 0.90 Vert(TL) -0.59 9.11 >512 180 WB 0.37 HOrz(TL) 0.05 8 We n1a Matrix) Weight: 142 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row atmidpt 5-8 REACTIONS. (lb/size) 2=1083/0.8.0, 8=1334/0-8.0, 6=130/0-8-0 Max Horz2=94(LC 16) Max Uplifl2= 239(LC 12), 8= 178(LC 8), 6=-165(LC 13) Max Grav2=1 OB3(LC 1), 8=1334(LC 1), 6=156(LC 24) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown TOP CHORD 2-3=-1794/516, 3.4=-1410/558, 4-5=-141G/558, 5-6=-68/484 BOT CHORD 2-11— 284/1483, 10-11=-327/1250,9.10_ 327/1250, 8-9=-187l701,6-8=-337/199 WEBS 3-11--0/508, 3-9=-92/329, 4.9— 407/250, 5-9=-175/929, 5-8=-1494/532 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsl; h=1511; Cal. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load o1 20.Opst on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 2=239, 8=178, 6=165. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design o1 this truss. 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.' A WARNWG - Verily dedgn pN merem and READ NOTES ON TMIS AND WCLUDEO WMK REFERANCE PAGE MIF7473 rov. I&MW 16 BEFORE USE. Design valid for use only wpm Mltek® conneclors. Tnls design Is based only upon putornelers shown. and Is for an Individual "ding cornponenl, not a ht= system. Before use, the building deslpnei must verity the caprxkablily of design mornelon and properly Incoipoiale tins design Into Ohs overall building design. Bracing Indicated is to pxevenl burcklfrhg of Indlvkltxl truss web and/or chord members only. Addlbrxil lemmary and permanent txochlp M iTek' Is always rest lied lot slat -Ally acid to prevent collarm wllh poss"o personal Inituy and property damage. For general guidance regotding the latxlcotlon, sloaage. delivery, erection and bracing of trusses and In= systems, seeANSi/iPl i Quality Criteria. DS8-69 and SCSI Building Component 6904 Perk* East Blvd. Safety Information ovdlclale from buss Plate Institute. 218 N. lee Sheet. Sutlo 312. Alexandria. VA 22314. Tampa. FL 33610 opussb ype y T10650563 T80096 TitI Rrasa001Special t 1 Job Reference (optionaq 6uadere Fusl5aarce. Tampa. upon u.4y, 1-I01100 &%Doo ,...,..„ ..............,....,,...............o......... _... . _e_ . ID:dsO4vLNvhHT994F1VUOLOz_9bD-6irrWtLgA2y2sOOABE6vt6DarlOISD3HnRkLBzalxi 1. 4O a-6-1 10.0.0 13.38 18.3.8 23.3.8 30-0-0 3ta-0 1. 4.0 a-6-1 5.5.15 3.3-e 5-0-0 5-" 6 B 6 Scale = 1:55.5 4x6 = 3x4 = .. 3x4 = 3x4 — Sx8 = 3x4 — 3x4 = 2x0 \\ LOADING ( psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.60 SC 0.78 WB 0.80 Matrix) DEFL. In Qoc) Well Ud Vert( LL) -0.20 11-13 >999 240 Vert( L) -0.56 11-13 >541 180 Horz( TL) 0.06 10 n/a rVa PLATES GRIP MT20 244/190 Weight: 150lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2.11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.9-0 oc bracing WEBS 20 SP No.3 REACTIONS. ( lb/size) 2=1030/0-8-0, 10=1684/0-8-0, 8=-168/0-8-0 Max Harz 2=-106(LC 13) Max UpIIlt2— 239(LC 12), 10-397(LC 13), 8=-182(LC 3) Max Grav2=1030(LC 1), 10=1684(LC 1), 8=43(LC 9) FORCES. ( Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1665 611, 3-4-1467/552, 4-5-1875l724, 5-6=-1607/591, 7-8=-315/1088 BOT CHORD 2-14-433/1424, 13.14-215/1054, 12.13-299/1120, 11.12=-299/1120, 8.10=-891/399 WEBS 3-14=-266J239, 4.14-105 362, 4-13-348/1047, 5-13-1022/454, 6.13-113/591, 6- 11=-1170/460, 7.11=-132/800, 7-1 0=- 1881/560 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf; h=151t; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Exlerior(2) zone; end vertical tell and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Ot=lb) 2=239, 10= 397, 8=182. 7) ' Semi -rigid pllchbreaks 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 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.' Q WARNING - Varly doslyn parameters and READ NOTES ON THIS AND INCLUOEO MriEK REFERANCE PAGE MIF7473 rev. I093W IS BEFORE USE Design vdki for use only vAlh Wlel0 connoclors. INs design It based only upon pxaameters shown. aril Is for an indivlUxA buldhlp component, not a inns system. Wlore trse. the b tAdhng designer must verify the applicability of design parameters anti prope•ly hncogorate ff design Into the overall btAding dre design. BrochgIndicatedIstopreventbucklingof Individual Inas web and/a rn chord mebersonly. Addllkxxnl temporary and permanenl to kng WOW Is always requited la stability and to prevent collgne Min possble personal buy and property damage. For general guidance regard tV the fadxi:atkxL slotage. dollvery. erection and txacing of masses and In= systems, seeANSI/IPI I Quality Criteria. DSII-69 and BCSI SuBdOng Component 6/04 perks East Blvd Safely Informallon available hom puss Plate Institute. 218 N. Lee Sheel. Sulle 312. Alexandria. VA 22314 Terrpa. FL 33610 Job cuss Truss Type N. Ply Tob T10650564 TSOO96 T12 Common 3 1 Reference o aortal O•lI [A 711t) D n t DUlloer8 FU61.1.oUlce. l ampe. IW., VIIy,rWlge- ID:itsO4vL1whHT994F 1 VUOLOz_9bD-arDsBsttzbUApgObakulLS5eR_E3902VD W RBHlezalxh 1.4-0 5.7.10 10-" 14.4.6 20.0.0 1.4-0 5.7.10 4.4.6 4.4.6 5.7.10 Scale = 1:36.5 44 = N Ig wv — SXa = 10-0-0 10-0-0 Plate Offsets (X Y} 17.0.4 0 0-3 01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Verl(LL) 0.16 2-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) 0.45 6-7 517 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 rVa n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 87 lb FT = 2M° LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=769/0-8-0, 2=878/0-8-0 Max Horz2=118(LC 12) Max Upll116=-171(LC 13), 2= 223(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1252/489, 3-4= 956/369, 4-5=-957/370, 5-6=-1262/495 BOT CHORD 2-7= 353/1065, 6.7=-363/1079 WEBS 4-7=-158/576, 5-7=-347/271, 3-7=-331/259 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc puffins. BOT CHORD Rigid telling directly applied or 2-2-0 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=151t; Cat. II; Exp B; Encl., GCpf=0.18; MW FRS (envelope) gable end zone and C-C Exlerior(2) zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurreni with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (11=1b) 6=171, 2=223. 6) 'Semi -rigid pitchbreaks 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 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWG - Verily dealm parameter and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE 411167473 rev. 1093,201S BEFORE USE Des M valkl for use only with W lek® connectors This design is based only ur»n pworneters shown, and Is for an individual Irf cling componenl, not a lluis system. Before use. the IxBdatp doslgnel must verity the appkabilN of doslgn Ixaanelers aW property Incurrwrate this dosion Into the overall Irlldklg design. Bracing Indicated Is to prevent Irickiing of IrldIvldlKtl iniss web anti/or chord mernbars only. Additional letup Lary and permanent bracing MiTek' Is always lecRLed la slals0lty and to rxevenl coltarxe with IwssUe personal Injury and pioperty damage. For general guidance Iegarcling the ta"Icatlom storage, dellvery. eiectlon ax9 bracing of trusses and truss systems. seeANSI/IPI I Quality Criteria, DSB-89 and SCSI Bulkling Component 6904 Parke East Blvd. Safety Irdormatlon available train truss Plate Institute. 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Tompo. FL 33610 Job runs Truss Type y N Tf0650565 780096 Tf3 Common f 1 Job Reterence lional 1... - GIs, 1C -71•Crl 7n17 Dnn. 1 Bullaers"siboulce, tOmpa, rwln Vlry. nulga JJ .. • -••• ----`- IarD. ...--- -' -____-- -- --- - - ID:its04vLIwhHT994FIF1 VUOLOz_9bD•arDsBsuzbUApgObakulLSSeRbE3102xDWRBHtezalxh 1- a-0 5.7.10 10.0.0 14-4-6 20-0.0 TI-O 1- 4-0 5.7.10 4-4.6 4d-6 5.7.10 1.4.0 4x6 = Scale = 137.2 la uxo — Sx8 = 10- 0-0 10-0• Plate Offsets (X,Y)-- f8.0-4.0 0.3-01 LOADING ( psi) TCLL 20.0 SPACING- Plate Grip DOL 2. 0-0 1. 25 CSI. TC 0.39 DEFL. Vert( LL) in 0. 16 loc) 2. 8 Vdefl 999 Ud 240 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(rL) 0.43 2-8 536 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 We We BCDL 10.0 Code FBC2014lrP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. ( lb/size) 2=87310.8.0, 6=873/0.8-0 Max Horc2— 106(LC 13) Max Uplift2— 222(LC 12), 6=-222(LC 13) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1241/475, 3-4=-945/354, 4-5=.945/354, 5.6-1241/475 BOT CHORD 2-8=-305/1056, 6-8=-315/1056 WEBS 4.8=-141/572, 5.8=-331/260, 3-8=-331/261 PLATES GRIP MT20 244/190 Weight: 89 lb FT = 20°b BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=/39mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf; h=1511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical tell and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent With any other live loads. 4) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 2=222, 6= 222. 6) " Semi -rigid pitchbreaks 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 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Verity dodgn parenWors and READ NOTES ON TNIS AND INCLUDEOWTEK REFERANCE PAGE M67473 rev. IaN W IS BEFORE USE. Design vaild for use orgy wllh Hiek®conneclols. 111%design Is based only ulY-In Paramelersshown. and Is fa at Indlvkkral txrBtling comporanl. not a truss system. Beforo use. the IxfOdng designer mtni verily the aplglcablify of design paramelors and ptoperly incorporate this design Into the overall bAalng design. Brochg kxflcaled Is to prevent buckling of Individual Inca web and/or chard members only. Addilonal temporary axf permanent bracing Welk' is always iegtdted lot stablilly and to prevent collapse wllh posSlle personal hpny and property damage Foi genetal guidax:e togaalng Iho storage, delivery. erectlon and bachnra g of tesandIncasyslemi s&eANSt/IPl1 Qudpy Clterto, OSB-89 and BCSI Su1101ng Component 69w Parke East Blvd.fabrksallon, Solely Information available from truss Rate institute. 218 N. Lee Street. Suile 312, Alexandria. VA 22314. Tampa. FL 33610 fuss russ ype ry T10650566rT80096T14CommonSupportedGable11 Job Reference o Clonal 7f„] Dnnn 1 Bulldere Rrel5ourne, romps. rrom key. rr0rroa 4=t.0.,,_„o..,,..___...............___...__. ...-. .. --.._. .-_-._.._. __ _ ID:itsO4vLIwhHT994F1VUOLOz_9bD-2lmEPCvbMniglAAmHcGa IBMec_7XJMk5wgO4zalxg A-4.0 10-0-0 20-0-0 21.4-0 1.4-0 10-" 10-" 1.4.0 Scale = 1:37 2 4x6 = 22 21 2u la ra rr iv . •+ 5x6 = Plate Offsets MY)- 118.0-3-0 0-3-01 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Ved(LL) -0.00 13 r1/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Verl(fL) -0.01 13 rVr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 12 We We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 101 lb FT = 20%6 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 20 SP No.3 REACTIONS. All bearings 20-0.0. Qb) - Max Horz2=-106(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 21, 22, 17, 16, 15, 14, 12 Max Grav All reactions 2501b or less at joints) 2, 18, 19, 20, 21. 22, 17, 16, 15, 14, 12 FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4 2pst; BCDL=6.Opsf; h=1511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 20 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 fall by 2.0.0 wide will lit between the bottom chord and any other members. 9) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20. 21, 22, 17. 16,15,14,12. 10) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 11) '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.' Q WARNING - Verily design paramo ws and READ NOTES ON THIS AND INCLUDED MflEK REFERANCE PAGE M11•7473 rsv. 1&OW15 BEFORE USE Desl6l valid lot use c"y VA01 Mllek® connectors iris design is based oNy rlpon parameters stwvm. aril b for m bxdMdrxl blbding component, nod a buss System. Before use. the lxlldng dealpnoi mtrsl verify the aWlcobbtty of design p iarnelers arxi poperly bncotpoiatu Oils adoslon into Iho ovesa ll 1xOdng design. t3acbng hxdkated a to prevent bucking of Indlvkiud tRm web amd/or chord members arty. Addtlond temporary and pxmanenl lxachV WOW Is always ieaHlred for slab0lty and to prevent collorm with posshle persorxd Inlay and poperly damage. Foi generd guickme regaWhny Ole Idxk;alkxL storage, delNery. erection arxi hracirV of misses and truss Mlerns, seeANSI/rP11 Quality Cdteda. DSB-89 and SCSI BYOdtng Component 6904 Parke East Blvd. Safety Information avdlable from Inns Plate Institute. 218 N lee Street. Sulte 312. Alexandria. VA 22314. Tampa. FL 33610 Job uns runs Type N fy T10650667 TB0096 1":6 Common 3 1 Job Reference (optional) 11U110616 I-Inilbotrce. I arrpa, r'Ipm t.ny, riomis 4. 0. ..-----1..--_._..... _.. ..._ .. ._________ _ _o_ I D:itsO4vLtwhHT994F 1 VUOLOz_9bD-W EKccYvD75OXvKlzrJrlpX W kff2oNsy8VzkgOyW zalxf 1.4.0 B-0.0 16-0-0 1 d-0 B-0.0 e-0-0 Scale = 1:29.1 4x6 = I" O LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 20 SP No 2 WEBS 20 SP No.3 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20147TP12007 REACTIONS. (Ib/size) 4=619/Mechanical, 2=730/0-8.0 Max Horz 2=99(LC 16) Max Uplif14_ 139(LC 13). 2= 189(LC 12) CSI. DEFL. in (loc) Well L/d PLATES GRIP TC 0.94 Vert(LL) 0.14 4.5 >999 240 MT20 244/190 BC 0.70 Ven(TL) -0.32 4.5 >584 180 WB 0.14 Horz(TL) 0.02 4 n/a rVa Matrix) Weight: 58 lb FT = 2090 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9D3/316, 3-4=-896/314 BOT CHORD 2.5=-165f708, 4-5- 165f708 WEBS 3-5=0/378 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDt--4.2pst; BCDL=6.0psf: h=151t; Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Exlerior(2) zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=139, 2=189. 7)'Semi-rigid pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design o1 this truss. 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.' WARNWO - Vedty d661pn panmeten and READ NOTES ON THIS AND INCLUDED urrEK REFERANCE PAGE 111I1.7473 rev. 1093MIS BEFORE USE. DeOgn valid lot use only with Nlek® corvtectois. ills design Is based orgy t4on patometers shown. and Is for an Indivdual buldbV component, not a tnrss system Beforo use, the bxdlding dt-4toi mini verify the applicability of design parameters and properly Incorporale this design into the overall btoding design. Brachg Indcated Is to prevent b trcaing of lrKIh* ucA truss web and/or chord members only Additional temporary and permanent bracing WOW Is always rocitdled got slablllty and to prevent collapse with possible personal mist' and property damage For general gtddalce regarding the Ic"Icallon. storago, delivery, erection and bracng of trusses and Inks systems sec-ANSI/TPI I Quality Criteria, DSB-69 and SCSI Building Component 6904 Petrie East Blvd Safety Information avaltable from truss Role InstlNle. 218 N. Lee Sheel. Salle 312. Alexandddo. VA 22314. Tempe. FL 33610 Job runs Truss Typo typly Tt0660568 780096 Tt6 Hip Girder 1 t Job Reference(optional) nD 7A L7 oal7 Dnn 1 Builders FVS150uroe. I OnVO. Yranl lay. rronoo&=,*•.,•+,..^r•••-••••••••^•••_-...__. ..._.-_o_ ID:itsO4vLIwhHT994F 1 VUOLOz_9bD• W EKccYvD75GXvKlzrJrlpXW k112n5sxBVzkgOyW zabd 3.3.5 2$-11 6-0.0 10-0-0 12-0.11 16.0-0 17.4-0 3.5 4-0-0 2.8.11 3 3 53 1 4-0 Scale = 129.6 4x6 = 06 = 3x4 = 2x4 11 2x4 II 3x4 = 6-0-0 4-0-0 6-0-0 LOADING(psf) SPACING- 2.0-0 CSI. DEFL. in pot) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 VerI(LL) 0.13 1-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) 0.24 1.7 778 180 BCLL 0.0 ' Rep Stress Incr NO WO 0.21 Horz(TL) 0.05 4 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 60lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=1099/0-8.0, 4=1210/0-8-0 Max Horz 1=-81(LC 13) Max Uplift 1= 315(LC 8), 4=-369(LC 9) Max Grav1=1128(LC 15), 4=1210(LC 1) FORCES. (ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1.2=-2104/558, 2.3- 1823/531, 3-4=-2109/565 BOT CHORD 1-7=-442/1865, 6-7=-444/1895, 4-6=-439/1863 WEBS 2-7=-97/654, 3-6=-100/657 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purtlns. BOT CHORD Rigid ceiling directly applied or 8-6-13 oC bracing. NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0ps1; h=15111; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; end vertical left and right exposed-, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will III between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=lb) 1=315, 4=369. 7) Girder carries hip end with 6.0-0 end setback 8) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb down and 139 lb up at 10-0-0, and 500 lb down and 139 lb up at 6-0.0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) -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." LOAD CASE(S) Standard 1) Dead Roof Live (balanced): Lumber Increase=1.25, Plate Increase--1.25 Uniform Loads (pit) Vert: 1-2=-60, 2-3=-110(F_ 50), 3-5=-60, 1-7=-20, 6.7=-37(F=-17), 4-6=-20 Concentrated Loads (lb) Vert: 7=-360(F) 6- 360(F) 0 WARNING. Vedoy dedgn pamnWen and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M11.7473 rev. 1003R016 BEFORE USE. Design vaild for use only vAth Mllek® connectors. nYs design is based orgy upon p ayomelem shown. and Is for an hdlvkArd bukW g component not o buss system. Beloro use. Iho bullting designer must verify Iho cpplIc lNlty of design paramolers arA properly IncorWroto U* doslgn Into the overC/l tntss only. Addllional lemporary and permanont pacing WOWbrAdingdesign ®actrtg IrKJlcoled Is to prevent Ixtclding of IndlvkArri web and/or chord members is always teoalred for stabltlly and to prevent collapse wllh possUo personal k*xy and Ixoperly damoge. For 0anotal guidance regmdng the lablcallm storage. delivery, erection and txocing of trusses and truss systems, woANSIMI I Cuallly Criteria. DSB-89 and SCSI bullding Component 6904 Parke East Blvd. safety Information ovasoble from bus Rote Institute. 218 N lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Puss rush we t% T10650569 TB0o96 VO4 Vf0ey 2 1 Job Reference Clonal Burldero Frre15ource. Tampa. Plant cny, rrorWa 3Joe6 -.----.. _,_ . ID:ItsO4vLfwhHT994F 1 VUOLOz_9bD_Ou_gtwruPYOXUK9P 1J24jGOFSFJbRg1COPxUzzalxe 4." 4-" W r- 2x4 11 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in poc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Verl(LL) Na Na 999 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) P/a - rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 Na n/a BCDL 10.0 Code FBC20141TPI2007 Matrix) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=129/3-11.8, 3=129/3.11-8 Max Horz 1=72(LC 9) Max Upliftl= 29(LC 12), 3=-47(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:12.8 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% Structural wood sheathing directly applied or 4-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-" oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vul1=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.0psl; h=15ft; Cal. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 'Semi -rigid pitchbreaks 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 particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING - Ve W dodgn poamotem and READ NOTES ON THIS AND INCLUDED AUT EK REFERANCE PAGE M67473 rov. 100MIS BEFORE USE Design valkt for use only vAth MlleM conrxectors. Ms design is based only upon pmomelers shown, and Is lot an OndMdual twlding component, not o inns system. Below toe, the building designer must vedtv the appllcabllly of deslgn parameters axJ properly hcosporate this design Into the ovelnll bultling design. Brocing trxilcoled Is to psevenl buckling of IndNkAral tnrss web and/or chord members only. lwdlkxxA lemporay and permaxenl Iuoclrlg WOW is always requited lot stability artd to p ievent collapse wllh powble pesaorwl k Arry a cl properly damage. Fos general gukymce legotdIng the Iabslcatlon. storoge. delivery. erecllon axl txocbV of In=os and Intss systems, seeANSUIPI l Quality Criteria. DSO-89 and BCSI Sulldfny Component 6904 Porke East Blvd. solely Information ovalic"e, aom truss Plato Insittule, 218 N. lee Sueol. Sulto 312. Alexaxlrlo. VA 22314. Torrpa. FL 33610 Job Truss Truss Type N T10650570 T80096 V06 V&O&y t 1 Job Reference o floral IsU110Or& P 11S1A0U1C0. I OnWD. IIOnI—y.- ID.itsO4vLtwhHT994F1VUOLOz_9bD=Ou_gtwruPYOXUK9P1J241GxBS9TbRgfCOPxUzzatxe 6.0.0 6.0-0 Scale = 1:17 8 20 !, 20 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In Poe) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Veri(LL) n1a We 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Verl(TL) n1a We 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n1a BCDL 10.0 Code FBC20141TP12007 Matrix) Weight: 21 lb FT = 20°b LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (Ib/size) 1=209/5.11-8, 3=209/5-11-8 Max Horz 1=116(LC 9) Max Uplittl=-48(LC 12), 3=-76(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf; h=1511; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterlor(2) zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 3. 6) -Semi-rigid pitchbreaks with lixed heels' Member end lixity 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 1 as referenced by the building code.' Q WARNING - VWW doslyn pamnetws and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rov. 1W.V20IS BEFORE USE. Design valid top use orgy vAth Mltek®conneclors. IIJs design Is based orgy upon parameters Ox>wn. and Is for an 6 dh4clual bllflding component. not a truss system. Before use. the Ixdldlllg dr-4nep must verily the applicability of design parametep and ixopeily hcorpaate B1k design Into the overall AcUtIonal temporary and petmarlent Lxacln© btAdtrlg design. 9achg trxfkated Is to prevent buclding of hx9viclual Inns web and/or chord members orgy is always required lot stability and to prevent collapse vAlh p DwMe personal Injury and property damage. For general guldalce regacling the fabrlcallon. storage. delivery. erection and bruclrV of buses and tins systems. seeANSVTPI I Quality Cdledo. DSB-89 and test Bulitling Component MITek• 6904 Pork& East Blvd. Solely Information avaltabte from Iris Plate Institute. 218 N. Lee Street, Suite 312, Alexancirla. VA 22314. Torrpo. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless Y. y offsets ore indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. V/loin For 4 x 2 orientation, locate plates 0-146' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vory but4e reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Egm Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown In ft-in-sixteenths Drawings not to scale) 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MII MiTek' MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. dlogonol Or X-bracing, is alwoys required. See SCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer. erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss of each joint and embed fully. Knots and wane at joint locations ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted. moisture content of lumber Shall not exceed 19%of time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber is a non-structurol considerotlon and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size. and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purMs provided of spacing Indicated on design. 14. Bottom chords require lateral bracing of 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. MOLL' J RECORD COPY City of Sanford Building and Fire Prevention Product Approv ification Form SANFORD Permit # Project Location Address o? RO C kwe- Co A.4 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding MI Windows Pocket 2 panel sliding door FL15332.06 Sectional Arnarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676.9 Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL18644.03 Awning Pass Through Projected Mullions MI Windows Mullion - Block and Frame FL18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-R4 Underla ments InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shinales Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E. P.S. Roof Panels Roof Vents Weather Vent Roof Vent Miami Dade Approved Other June 2014 r Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk li hts Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss 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 HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature 9 Applicant's Name Please Print) June 2014 w Florida Building Code Online \ Page l of 2 v C-, Business & Professional Regulation K. PaichiDepari ll 90S Horne I Lop In I User Registration i Hoe Topics Submit surcharge I suits IN Facts Publications Fac star I Bqs Site Map links search Busines 4 product Approval Professi al . USER: Pob1k User Regulation Product Aeaeval Menu > lbrod++ er Application Garth > AoolwsUeh Use > AyplloUon Data" FL # FL14239-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 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 BMP International Inc. 4710 28th Street N St. Petersburg, FL 33714 727)458-0544 benmeng8@yahoo.com Xianbin Meng benmeng8@yahoo.com Structural Components Anchors Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer N; Evaluation Report - Hardcopy Received Frank L. Bennardo, P.E. PE-0046549 National Accreditation & Management Institute 12/31/2018 Ted Berman, PE Wi Validation Checklist - Hardcopy Received Standard Year ASTM D1761-06 2006 ASTM D1761-88 2000 Florida Licensed Professional Engineer or Architect FU4239 R3 EouW Eoulv.odP https:llwww. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCei... 7/20/2015 A 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 Summary of Products FL * Model, Number or Name Description 14239.1 Slotted Steel Tie -Down Clips, 1" Steel Tie -Down Clip System (For Use with Mechanical Units and 2" Models at Roof or Grade) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14239 R3 11 Dwo.odf 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 FL14239 R3 AE Eval.adf system. The required site -specific design pressure (demand) Created by Independent Third Party: Yes shall be calculated by others for use with this design. and Neil Contact Us :: 1940 North Hamm StnMt' TaNdiassee FL 12399 Parer,.: gSq.4B7-1s24 The State of Florida Is an Aq/EE0 employer. CxmvtlaM 2007,2011 oate'ei Florida.:: PrIvacir Statement :: Accessibility Statement :: Refund cratennent Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a Public -records request, do not send electrork mail to this entity. Instead. contact lie since W phone or by traditional mail. It you have any questions, please contact 850.407.1395, -Pursuant to Section 455.27SI1). Florida Statutes, eRoctive October 1. 2012. licenses Ikeinsed under chapter 45S, F.S. must provide the Department MN an emit address IF Uray have one..The MAW provided may be used for afriWl communlcalbnlwkh the licensee. however emib addresses are public record. U you do not wish to supplys persoriat address: p1baSQ provide lice Department with an eshall address which can be Trade available to the public. To determine If you area licensee under Chapter 4SS. F.S.. please dick bar_ P[ rod uct Approval Accepts: fo®®® rarwritt: unlnr+_+ https:// www.floridabui lding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDquDEJErtOSCei... 7/20/2015 BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS r 75LO MIN. WEIGHT. MECHANICAL UNIT PER SEPARATE CERTIFICATION. TYP. I CENTER OF GRAVITY (` v ASSUMED TO ACT AT THE GEOMETRIC CENTER OF THE 9 i 1 AREAMU04 EE DESIGN MECHANICAL UNIT. V W tCENTER OF CHEOULe FOR MECHANICAL UNIT MUST BeSURFACE SQUARE OR RECTANGULAR. s 3 GRAVITY' ' ANO DESIGN NO IRREGULAR SHAPES. . PRESSURE, TYP. Z WIH STEEL TIE -DOWN CLIPS. f 2,2 SEE DETAIL t/3 R 213FORCUPINFORMATION, 3 TYP. 3' MAX jr Pw TYP. •L . TYP. MOST STRUCTURE DESIGN / By OTHERS. SEE DESI ' SCHCOULESFOR ALLOWABLE SUBSTRATES _ ` 7-MA.K MECHANICAL UNIT "'. 1 TIE -DOWN ISOMETRIC ^, TYPE Of CLIP AND "UNDER OF CUPS i ISOMETRIC - PER CORNER WILL VARY PER CO.mecrtON TYPES CL{A ON SHEET 2 TIE -DOWN CLIP DIRECTIVE EXAMPLE EXAMPLE(THE FOLLOWING SNMAXIMUM TODMRMIeTHEALLOWABLE INSTALLATION ANY GIVEN ECHANICAL UNIT TFOOFFONHS TO THE DIMENSION AMC OeSIGN CRITERIA USTCO HEREIN. SEE SHEETS fOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA. TMSICER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE fOLLOWIMO RTTMA- VVt.170 MPH. EXPOSURE'' W TALL [ N' DEEP 140' WIVE. l00 IS (W EtGMT AS VEXPTEO BY OTHERS) INSTAUED TO 3000 Kt MN CONCRETE WITH (I)•7' CLIP AT EACH DORMER OF UNIT (70rAL CF (P) CUPS) I72 PROLIOURL STEP RESULT 1 JOETeRmtHerme CONNECTION TYRE EASED ON ENE OW4VMS ON SHEET 2 1 CONNECTION TYPE 3 THIS INSTALLATION IS INTENDED F00. A VUR-170 NFM, EXPOSURE 'IT. THIS DESIGN 2 DETERMINE WHICH DESIGN SCHEDULE iAfllE TO USE CRITERIA CORRESPONDS TO TABLE S 1 7 DlTMMBE LARGEST FACE AREA OT MECHANICAL UNIT TO BE INSTALLED 148"><46'-16FT' THIS UNIT HEIGHT Of AB' IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT Of 46'. NOTE' THIS RODIICT APPROVAL ALLOWS TIN! UNIT FO Off IRSTALELO ON TOP A CHECK MAXIMUM UNIT HEIGHT AGSTIUCTION Of AN A/C STAND THAT INA MANfATUN "' TAIL. IFAN A/CSfAND 15 LITYLLEW, Your chymTOSEErmAIYSfANOCONOT OTC!!D "'IN NLIGNT S CMEOt MRIHYN YNI MIOTM RESTRICT H IPA i A ' NI G EATER THAN THE, MINIMUM ALLOWABLE WIDTH 4' THIS UNIT MAY BE INSTALLED AT 0.00E NIGHTS LOS THAN OR eQUALTO 15 FT. ADDITIONALLY, THIS UNIT MAY BE INSTALLED ON ROOF -Top HEIGHTS GREATER 6 OFLRMiNe THE ALlDWA1R! ROOP•NP IIEIGIT OF THE INSTALLATION THAN 60rT AND LESS THAN 100 FT. SEC (-) ON TABLE S FOR THE NUMERICAL VALUES OF THIS DESIGN EXA14RE DESIGN NOTES: THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-IO AND TIP. a0117j1AtJ BUILDING WOE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY MUR0.lCANE LOt1 Yp 4J INDICATED IN THEACCOMPANYINGDESIGNSCHHEDULES. THE DESIGN CRITERIA USED 6 CALCULATE THE AHLOWABL! ROOFiW HEIGMES CONSIDOLS ESQ 7.10 SECTION 21.5.E -n FOR ROOF TOP HEIGHTS (M) 660 FT AND SECTION )9.S FOR WOF T0, ML3GM15 (tV>60 F'T S SECTION 2T. A.1 FOR IMSTALIATIO:S AT OtAOL (MX--).10 WTMUITMt HNTZ. GCtL,ti I. 10 OUTSIDE Ike MVHZ. (G4_ is FDA ALL LOCATIONS (WIKRE URNTi ALL STINGDESIGN VARIABLES ARE ILA yl ANC:E WITH ASCE 7.10 CNA iERS M B 3! THE HEIGHTS LISTED IN THE DESIGN SOHEWIfS REPRESENT THE ALLOWABLE NEIGNT OF THE BUILDING. THIS PRODUCT AMPItOVAL ALLOWS FOR EACH UNIT TO Be INSTALLED ON A MAXIMUM 301 TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. GENERAL NOTES: L THIS PRODUCT HAS BEEN DESIGNED AND SMALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF INS FLVIUDA SUIL03IG CODE A ASCE 7-10. THIS PRODUCT MAY Be USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 2. NO 33• U3% INCREASE IN ALLOWABLE STRESS HAS SEEN USED IN THE DESIGN OF THIS SYSTEM, 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS 11YA 119A)" • Y BY TESTING EVALUATION LABORATORIES, INC.. NO SUQSTMlO115 YFITM lR RITTEN APPROVAL BY THIS ENGINEER SMALL BE PERMITTED. P. MAXIMUM B 141MINUM DIMENSIONS AND MINIMUM WEIGHT OF MSO UNICAL UNIT SHALL CONFORM TO S ECIFICATONS STATED HCREIN. ALL MECHANICAL SPECIFICATIONS CLEAR SPACE. TONNAGE, ETC) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY Of THE CONTRACTOR- S. FASTENERS TO SE P12 X S' OR GREATER SAE GRACE 5 UNLESS MOTED OTtORW ISE TAPCONS REFERRED TO HEREIN SMALL BE TW BLBLDEX BRAND, CARBOY STEEL ONLY, INSTALLED ro 7ooD PSI NIN CONCRETE. SEE ANCTg0. SCNEOUIE FOR ANCHOR 11114l,YTS. ALL fASTENCAS SHALL NAVE APPROPRIATE CORROSION PROTECTION ro PREVENT HIIECTROLYSIS. 6. ALL STEEL CUPS SHALL BE ASTM A283 STEEL (GRADE O) WITH FY-33 KS1 OR BCREIL ALL STEEL MEMBERS SMALL BE PROTECTED AGAINST CORROSION WITH AM AP= COAT OF PAUrr. ENAMEL OR OTHER APPROVED PROTECTION. (:90-RATED mRTIRG REQUIRED FOR ALL COASTAL IMSTAUATIONS. 7. ALL CONCRETE SPli1FIE0 HEREIN IS NOT PART OF THIS CERTIFICATION, AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE A' HIM. THICK AND SMALL HAVE MINIMUM ODMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS 9 ELECTRICAL CRmm, LVMEM ACQUIRED, TO Be DSKM. ED B INSTALLED BY Ormsm. 10. THE ADEQUACY OF ANY EXISTING SZRVCTIRE TO INI H'TANO SUMAIM OSED LOAD$ SMALLISH VERIFIED BY THE ONSTe OESIGH PROFESSIONAL, AND IS NOT INCLUDED IN THIS CLAYinCATON.EXCEFT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 11, THE SYSTEM DETAMED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED LNGINEER OR REGISTERED ARCHTTELT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 12. WATER-TIGHTNPSS OF EXISTING MOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING ME IBRANE IS RESTOREDAFTER FABRICATIOV AND INSTALLAT.ON OF STRUCTUREPROPOSED HEREIN. THIS ENGINEER SMALL NOT BE RESPONSIBLE FOR ANY WATERPRDOFING OR LEAKAGE ISSUES W41C14 WAY OCCUR AS WATERTIGHTNESS SMALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTORR, 13, FOR AN EXPLANATION OF CXPOSURE CATEGORIES THAT ACCOMPANY THE VHAt WINO SPEEDS USED IN THIS APPROVAL. SEE SECTION 26,7.3 OF ASCE 7. 10, V a a z^ 0t2ce p K H. N Li R euu z'dF_ i w z z 0. 4x En R Z I ty1 iZIP Z Y MAX ( \. j t• CUPS nP , r CLIPS - e. J. MAX Y MAY M. r r RAJ( f/•\ i • T MAX ANCHOR SCHEDULE: V CLIPS SUBSTRATE OESCRU"TON t)-SJl6•o CARBON STEEL ITW eUILOFx TAPCDA. CONCRETE. ZYV RILL EMOEO TO 4- THICK MIN, CONCRETE. 71i' MIN. 3000 PSI MIN.) EDGE DISTANCE, 3Y.• MIN. SPACING TO ANY ADJACENT ANUIOR l)•• LU SAE GRADES ALUMINUM: SHE" METAL SCREW TO 0. 12r IGN, A1. 19 RUN, TRICK. 6061•T6 NPROVIDE($) N(. PAST MIN. ALUMINUM) THREAD PLANE STEEL: 1)•P II SIZE GRADES 0. 12r MIN. SHEET METAL SCREW TO TRCK. 33 K9 STEEL, PROVIDE (S) MIN. STEEL) PITCHES HIM. PAST THREAD PLANE 2" CLIPS SU l)- L1 10. CARBON t9 ITWIWIIDEKiAPOCy' CON IET'. 2Y.• RILL EMBED TO 4• TRICK MIN. CONCRETE. 31t'.01IM. 3000 PSI MIN.) EDGE OISTANCE. JY.• NIN. SPACING TO ANY ADJACENT ANCHOR. 2)- 0I4 SAE GRADES ALUMINUM: SHEET NETAL SCREWS TO 0. 125• MIN. ALUMINUM. PRMDE (5) TRICK, 6%t.76 PITCHES MIX. PAST Z. AIiMIFUM) THREAD PLANE STEEL: 2)•914 SAE GRADES 0.125• MIN. SHEET METAL SCREWS TO THICK. 33 K9 STEEL• FROVIOE (5) MIN• STEEU PITCHES HIM. PAST THREAD PLANE TYP. 1. EHNIEDMENTAno cote oLSTAr:cE eXClu0(3 PNASRES, v A/RICAEIF. Y . • 2, ENiURE MINIMUM COW DISTANCE AS NOTED IN ANCHOR SCMEOULE. ClEE ouAIIs ON SHEET 3 FOR ANCHOILS ATTA*rW TO P"ANICAI.NIT U. CONNECTION TYPEClC 1 CONNECTION TYPE C2 3. 1• CUP • URUZE ( 1) AT EACH CORNER FOR A TOTAL OF (!) PER UNIT (- CLIP - VTIL(ZE (2) AT EACH CORNER FOR A TOTAL OF (5) PER UNIT W W - X= V 7Wo xT jj'' 11 SVITI r CUPS r MAX TIP. j• MAX rMAIL I,' t TYP. •3jltA e r oIPs }• MA)( TYP O TMA% go Typ, TY. c3 CONNECTION TYPE C3 CONNECTION TYPE C4 Z• CUPS • UTILIZE ( I I AT EACH CORNER FOR A TOTAL OF Uj*_RWM C4 r CVO$ . (IT(un (Z) AT LACH O0WM FOR A TOTAL -OF (f PER R UNIT UNr. %T(DTH 6' MAX L G. MAJf CUP OPFSE, I }— CUP PAIR SPACING ( CUP OFFSET II 3' nP MECHANICAL CLIP-CLIP UNIT PER SPACING SEPARATE CERTIFICATION UTIUZE (4) CLIPS EA SIDE OF UNIT FOR A TOTAL OF 6) PER UNIT S N ALTERNATE ( 8) CLIP DETAIL JN.T.S. PUN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CUPS AT EACH CUIWER FOR A TOTAL OF (0) CUPS PER UNIT, n V 7 ZJFz ZHn OZa!4 p c gQFSn rA 8 z ; s Lu a g R Fe t z 0 1Z-1aWz co u 2 15-2378 c- f FOR ANY CUP LONGER THAN 10• 0.tr UTIL:ZE (5)-*12 SAE TYP. GRADE S SHEET METAL SCREWS, TYP, 0.069• TMIa 01 ASTH A283 nJ STEEL TYP. N8 u° SHEET12SAEGRADESo SHEET METAL SCREWS III I FORtausUPTOsLONG. VnUZE (5).a 12 SHEET METAL SCREWS 8 rOR CUPS LONGER THAN S, TYP. I V.'O HOLE, WTTH O v ANCHORFROM1• CLIP AN04OR S. 5CHCDULE. TYP. OTHEA DIMENSIONS SIMILAR) CLIP ISOMETRIC DET ISOMETRIC 0 OR Oi- 1 TH THICKD. ICK AST ASTMA283 U i STEEL TYPE 3)-T12 SAE GRADE S SHEET METAL SCREWS FOR CUPS 4' LONG. UTILIZE ( 4)-T 12 SHEET mrTAL SCREWS FOR CLIPS LONGER THAN A•, I O Y.•0 HOLES, NOT TO BE USED FOR ANCHORS. TYP. 37s• SO, Y :0. FACTORY - MILLED Y.•0 MOLES, op 1) OR (2) ANCHORS •• FROM r cuP ANCHOR SCHEDULE TYP. 0. 50E 2 2" CLIP ISOMETRIC DETAIL 3 N.T.S ISOMETRIC MECHANICAL UNIT BY OTHERS, ALUMINUM HOUSING UNITS SMALL BE 6063-T6 MIN. ALUMINUM SHEET WIT" Fty-30 KSL 0.125E MIN. THICKNESS, STEEL HOUSING UNITS SMALL BE ASTM A653 Fye33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t-O.OZ99•). 0. 068' THICK ASTH A283 STEEL CUP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE GF CLIP, NO SPACE PERMTITEO, TYP. 3)- T 12 SAE GRADE S SHEET METAL SCREWS FOR CUPS UP TO S• LONG. UTIUZf (S)-917 SHEET METAL SCREWS FOR CUPS LONGER THAN 5'. PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. ANCHOR PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR SCMEOULE VARIES) V TIE -DOWN CLIP 3-" N ANCHOR DETAIL 3 3• . 1•.0• DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MFCMANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SMALL BE 6063-T6 MIN. ALUMINUM SHCET WITH rEY-30 KSL, 0.125' (3).0 L2 SAE GRADE 5 SHEET MIN. THICKNESS, STEEL HOUSING UNITS METAL SCREWS FOR CUPS a• SHALL BE ASTM A653 FY-33KSI MIN. LONG UTILIZE (4)-112 SHEET STEELGRADE33, 22GA MIN. A-0-0299'). METAL SCREWS FOR CUPS if• LONGER THAN a'. PROVIDE (S) PITCHES MIN. PAST THREAD PLANE 0. 072' OR 0.11r //C' FOR EACH SMS, TYP. THICK ASTM A203 i STEEL CLIP. 7YP. BASE OF UNIT SMALL (I) OR (?)ANCHORS BE FLUSH WITHSPACE tHSEPER ANCHOR r/%i % SCHEDULE OF CUP, n0 PERMITTED. TYP. ' SUBSTRATE PER ANCHOR J//' f, (VARIES) 2" TIE -DOWN CLIP a ANCHOR DETAIL 3 r 1•-0' MAILCLIP ISDESIGNEDFORRILLCONTACT WITM THE BASE OF EACH MECHANICAL UNIT. TYP. u z 1.• 1 i Z L3 S O a- K G a $ z w' S c. z 0. 4 a 8 m 15- 2378 N TABLE 1: Vult=175 MPH, EXPOSURE C IFOR USE WITH A RISK CATEGORY It STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-) MAXIMUM ^' f SURI FACEAREAOFUNITUNIT I I CICZ :0 CI 1 UNITS LARGEST I HEIGHT I V410TH I • j 6 Fr _ 1 2a* MAX 112" MINI WA pT GRADE , ATGRAI) H S 200 R I 9FT+ _ 32'MAX is, MIN WA AT An ATGRAOE L NS60FT aR' w i _ ATGMOE , HAZ OR H530FT 14S200FT 6R' ATGRAW - NS4OR ATGRAOE ' Hf1WFT' 9FT'— 146'MAR' 24'M.IN _N/A i ATGMDE AT GRAOE4N%lWFT IZFr WA _ :_AT GRO-E_AT GRADE , HS<OR LSFV _ N/AI GRA6f WA ATGRAOE GRADE 20FT' _ WA ,a ATi N/A I AT GRAVE ZS fT' WA ATGRAOE _ N/A LATGAAOE_, 60' MAX -• • MAX 4B' MIN N/A iN/A fJ/A 41 GRADE 36 R' L l N/A I WA ~ ' ...WA _ T AT GRADE f THIS TABLE IS PERMISSIBLE TO EE VWO WIIFIN THEHVHZ WHICH CONTAINS BROWARD AND MIAMFOADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING 1UWSOICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FEORIOA COUNTIES. TABLE 3 : Vult=170 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY R STRUCTIIRE•1 ALLOWABLE ROOFTOP HEIGHT(H) TIE4)OWN CONFIGURATION TOE I SURFACE AREA OF ! UNIT , UNIT Cl C2 Cl C4 UNITS LARGEST HEIGHT WIDTH FACE I 11 G fT' jZa•MAX •12'MIN N/A H5200R ,GO AT GRADE FT<HS L60 R' HS100R 9FT' 32, MAX LS MIN N/A I60 is rr T <H5200RA7GRADE Hs200R i a FT' I ATGRADGOFII HSZOOR ' HS100FT H5700FT EO 6FT' AT GRADE H5200 FT <HS1HSa,i00R HSZOO FT 160R 9 FT' (IB'MAX N• MIN NIA I HS200FT ,60R<GHSDIEIT NS20DR f i l2R' N/A 4T GRADE ATWA Hf200R_ I I 60 ... _ 16 FV i ! H/A ATGRADE N/A H6200FT y 20 R' I HIA AT GRADE WA' H 5100 FT 25 FT' I I N/ A T HS30R N/ A ` WA t60R<H S 200 FT_ j 60• MAX 4B' MINATGRADf30RiNAfl/A -.. .. WA _ i60R< Hf IBDR 36 FT' ( WA I WA WA AT GRADE AS AN EXAM/LE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPWLfiIUTV OF THISTABLE WITHIN CERTAIN HDRIM COUNTIES TABLE 2 : Vult=175 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY 11 STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE -)An 1111 ALLOWAILEROOF•TOP HEIGHT IN) * y* : TIT TIE•DOWN CONFIGURATION TYPE ISUMACEAREAOF UNIT UNIT . Cl C7 C3 Ca g H;CS 0'• 9 11.YfKLARGEST HEIGHT I WIDTH I I rryi FACE rrrr.` s 6 F' f' 2a•MAX l2'M01 WA _ A7GMOE •AT GRADE LN S2OI FT !n Y W la 9 FT''_ - 32_MAK 'IS'MINI+ N/A _ ATGRAOE _ N/A _ HS30Fr UQ ym ZS IR' _ AT GRADE HSIOO FTATGRAOE1NSMORa ! 6FT' N/A HS IS FT ATGRAOE HSZOOR WW •"w I_ i 9 FT°FT' OS MAXId' MINWA (ATGRADE . AT GRADE HStOFT I R* N/A ! AT GRADE T AT GR4Of o W w 16 FI' _ ( N/A ATGRAOf NIA { 4T GRADE ICI R+ r Q AT GRADE_ _ N/A AT GMOE < ZSM '-fl/A WA NIA pT6MOE 60' MAX • IB' MIN ' -.._._ _ t OLTG _. 30 FT'+. I ( N/4 _ WA ._ -WA AT GRADE_ .. ISFI'' _ _^WA _ . WA .f IA ATGRADE HIS TABLE ISPERMLSSIdETO BE USE---' WITHIN THE NVN2 WHICH OONTAIN56ROWARD AND CI yMIAMFOAOE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVWGIURISOICTION FOR' INS APPUCAAIIRY z 4Nq7 OF THIS TABLE WITHIN CERTAINrLORIOACOUNTIES. v < a n ZUm TABLE 4 : Vult=170 MPH, EXPOSURE D O 0 FOR USE WITH ARISK CATEGORY II STRUCTLIRE I Q g ALLOWABLE ROOF -TOP HEIGHT MI -- - _ ry C <•. TIE4)OWN CONFIGURATION TYPE W e g v MAXIMUM z SURFACEAREA OF UNIT UNIT ClC2IC3CaUNITSLARGEST HEIGHT WIDTH ~ rACE I C Z 6R' 21'MA% 12'MIN WA R<N SBO I HS200R i 160AT GRADERH5200 FT FG m U 9 FT' 32'MAX IS'M1N NIA 60 R<HRAOE Ff1 N/A HS200Fr AT GRADE 1R' - HS200R I H5200 FT H52 FT T I 6p FT<HS100R IS FT 4R' H/A 1 HS HS200R . 60R<H 5200R HSIOOR ql d l'Aljj 9 FT' IB'MAX 2a" MIN' WA 60 FTI<H SZOO FT! AT GRADE HS200 FT AT GRADE I 12 FT' • N/ A N/ A H S IGO R eI °• i ` l6 R' N/A WA N/ A HSaOR 60 R<14 S21. 15 ZOFT' + NIA At WADE N/A . 60R<H S200 FT• I4 FI A I _• AT GRADE roFWOR+aR TOwADF.t 25R' N/A WA N/A 60TT< HSiDOTT 15'2378 60' MAY Air MIN .. • - •- - AT GRADE fe+ ua H rt 30 FT' H/ N/A N/A 6O FT<HS 100 FT' ilSB olSpItR10,[ II 36 FT' N/A N/A N/ A AT GRADE IIL L AS Ah EKAMPLE, THIS TABLE 15PERMISSIBLE TO BE USED WITHIN PAUIA BEACH COUNTY. CHECK LLTTH LOCAL — AUTHORITY HAVING AJRISOICrION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES, /n l f 1 TABLE 5 : Vult=140 MPH, EXPOSURE B FOR USE WITH A RISK CATEGORY II STRUCTURE-1 ALLOWAKI ROOF -TOP HEIGHT OG TIE-wWN C0.VIGU"110H TYPE MAXIMUM 1 SURFACE AREA OF UNIT UNIT Cl C2 C3 CASLAUNITSHEIGHTWIDTH , i FACE 6FT' 12A'MAX 12-MITI 60FYI 5Sl20FTIIS FT H5200FT HSZoo FT HS200PT 1 9FT' I3r MILK wMIN ATGAADE , Hf200 FT H5200R HAZOO FT HSIOOR HS ZOO FT HS200R H1100 FT 6R' ) j60FT<H3200 FT) Nf200FT H1200 FT HIF200FT Ns200FT 9FT' 4•MAX AT GRADE 2A• MIN 1 HSl00FT M5200FT 60R< HSdOFT II FT' 1 AT GRADE I Hs200FT HSAOFT H1200FT 60FT< H 5200FT N3200 FT 16FT' t WA r HS200R HSISR 60R< H 5100FT HSISR w 20 FT' N/A MfZED R 160R<HSIDOR H3200FT HS200FT 25 FT' N/A t H 140 FT I AT GRADE WA 60• MA) f 60R<H5200 FT,60FT<H SdOR 1 Ai' MIN • •• • -- 60 HS200 FT 30 FT'` WA N S 15 R AT GRADE 1 F1< Nf 150 FT FT 36 R' WA )60FT HS80FTI ATGRADE H520D TABLE 6 : Vult=140 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY 11 SMUCTURE1 ALLOWABLE ROOF - TOP HEIGHT (H) nf-DOWN CONFIGURATION TYPE MAXIMUM 1 SURFACE AREAOF ' UNIT UNIT I Cl C2 C3 L UNIT'SIARGETTHEIGHTWIDTH ' I PACE — 6fY' 2A• MAX 3YMIN 1 ATGRADE HS200R I H3200FT I 9FT' 132• MAX 1 1S' MIN ` N/A HS 200 FT 60 fT<Hf200R OFT' I Hs 200 FT HS200R Hs200FT 6Fr E HS20DR HSZoo R I 1 60R<NisH5200FT19FV : As'MA% IA'MIN i ATGRAOE SOFT<HSZWrT 12 FT' WA I H5200 FTAT GRADE 60R<H 1140R 16fT' N/ A HS1SFT 60FT<H3200FT AT GRADE AT GRAN SOFT < HS200FT 25R' Y - N/ A AT GRADE 6pRVHS1A0R AT GRAM r—— WMAX ArMIN1-. .. w 30 FT' I N/ A ATGRAOE WA 36 FT' _I N/ A^•_ATGRAOE I •IN/A `• TABLE 7 : VuIt=140 MPH, EXPOSURE D IFOR USE WITH A RISK CATEGORY II STRUCTURE') ALLOWABLE ROOF-IOPHEIGHT(H) ' TIF-OOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF : UNR UNIT Cl C2 C3 C4 UNITS LARGEST HEIGHT WIDTH FACE 6R' k4- MAIL 12' MIN WH930RA NfI00 fi Nf200FTJ 60R<NSI00FTP• _ •• - _a •• —• - — 9FT. 32'MAX IS* MIN NIA HS200FT 6DFT<NAT GRADE ADE FT H5200FT AFT' _ _^— I+ HSAOFTHSl00R Hf200R H110DR I 6pFT4Hs200FT _ _ I 6FT' 1 AT GRADE HS200FT HSZOO FT HS200FT t 60FT<HS100FT r 9 FT' Ad" MAR IA' MIN' WHf 15FTA Hf200FT HSZOOR GOFT<HS200R 1 12FT- —_N/A — HSAOFT ATGRAOE HSZODFT + GOFT< HS200FT 60FT<HSSOFT AT GRADE i6FT' N/A 60R<N 1200FT N/ A ^ HSIOOR iOFTI _ .. N/A ATGRAOE AT GRADE Hf 200 FT r SOFT < H5200R—.- 25 FF' I WA ATGRAOf - WA H f 200 FT 60FT< H 580FT 60 MAX AD• MIN 30 FTI' H/ A` N/A WA' H3 OFT' AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN 60 R <H S 200 FT' BREVARO COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTIONAPPLICABILITYWI36 WA N/A N/A AT GAAOE ? WIT THE APPLICABILITY OF TH13 TABLE THIN CERTAIN FLORIDA COUNTIES. 60 FT < H 1200 FT H sZW FPP,ry TiO I Iv Hs2ODR Oly.1 W` yW^; K J otu H5200 FT 1 HSZOOFT HSiT Z( XI ul MO HSZWR HSZOOFT a Hf200FTz HH5ZODFT HSIOOFT^ n Zxy Z i H1iDFi O k G FT<HS200FT Q g Z€ t ` g g 3 LI f Y O I" I CL 0 WQN./ P • • •T• ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® 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 61G20-3.005, 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 DOCUMENTS 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 standards per test report(s)_#TEL 01970387A and #TEL 01970387E by Tes Inc. STRUCTURAL ENGINEERING CALCULATIONS Kgsea en eers Structural engineering calculations have been prepared which Pages t I i 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 Frank 3. Minimum Unit Weight PE004 4. Maximum Allowable Unit Surface AreaNH1rl i 5. Clip Configuration and Anchor Spacing 6. 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 12T" AVENUE # 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ENGINEERING EXPF?ESS` 4/14/2015 BMP International — Steel Tie Doom Clips Page 2 of 2 Impact Resistance: 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 be installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this 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 be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ). 160 SW 12TM AVENUE * 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM Florida Building Code Online 1 ` C —I4_ ..-4_4 Page 1 of 3 lo(da 1^ 11>,..ormwfotap5Moe I Log In i user Registration ! Mot Topics I submit surcharge 1 stets a Facts 1 Publications I FeC Stan I acts site Map I Links I search I Busi'-nes `,OUSER:NbkUser product ApprovalProfessil: l Regulation pto0utt a Aoelieathn Sroreh > Aooficatbn Ust > Application 0"I FL A FL2197-115 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 MiTek Industries, Inc. Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext7480 dwert@mil.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 dwert®mii.com Quality Assurance Representative David Wert Address/Phone/fmall 14515 North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwert@mll.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, LLC. Certificate of Independence Fl 2197 RS COI Certificate of independence for Evaluation odf Referenced Standard and Year (of Standard) Standard YAK ANSI/TPI 1 2007 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEV XQwtDgvrTEx%2bbkf... 7/20/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 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 u Model, Number or Name Description 2197.1 M18SHS 18 ga. super high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 R5 11 InstaltatlonESR-1988 6ori12011.Ddf 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 FL2197 RS AE ESR-1988.odf for the Florida Building Code 2197.2 Mlt 16 16 ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 R5 11 Installatlo.ESR-1311 Nov2011.aX 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 F 2 97 RS AE ESR 1311.Ddf for the Florida Building Code 2197.3 MTIBHS 18 ga. high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 RS 11 Installation ESR-i9B8 Aor112011.odf' 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 FL2197 RS AE ESR-1986.Ddf for the Florida Building Code 2197.4 MT20 20 ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 RS 11 InstallationESR. 1988 ADril2011.Dd1 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 FL2197 RS AE ESR-1988.Ddf for the Florida Building Code 2197.5 MT20HS 20 ga. high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 RS 11 InstallaUonESR-1311 Nov2011.Ddf 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 FL2197 RS AE ESR-1311.Ddf for the Florida Building Code. Fade ftaxt Contact Us :: 1940 Hafth Monroe Street. Tall cow Fl. ,<„90 phone: OSO-487-la24 The State of Florida is an AIVEEO employer. CeovrNht 2007-2013 State of Florida::: PAivaty Statement ::'Accessibllitr Statement :: Refund Statement Under Florida law, email addresses are public records. it you do not want your e-mail address released in response to a public -records roduest, do not send electronic man to this entity. Instead, contact the office try phone or by traditional map If you have any questions, please contact 850.487.1395. -pursuant to Section 455.275i1), Florida Statutes, effective October 1, 2012, licensees kensed under Chapter e55, F.S. must provide the Department with an email address If they have one. The !malls provided may be used for offrctal 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 of you are a licensee under Chapter eSS, F.S.. please dock b=. Product Approval lAAccepts: WL® https:// www.flori dabui lding.org/pr/pr_app_dti.aspx?param=wG EV XQwtDgvrTEx%2bbkf... 7/20/2015 Florida Building Code Online Page 3 of 3 wit btips://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvrTEx%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 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 ANSIITPI 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, MII 16, M-20, MII 20, M-20 HS, M1120 HS AND MT20HSTM ICC Cc. ICC c - K. ; LISTEDt Look for the trusted marks of Conformityl• C 2014 Recipient of Prestigious Western Stoles Seismic Polity Council µq WSSPQ Award in Excellence" A Subsidiary of fADEtOUMpi` 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 im as ( 10 recommendation for its use. There is no warranty by /CC Evaluation Service, I./.C, express or p fie d to any finding or other matter in this report, or as to any product covered by the report. "o',WM- . Copyright © 2015 IMES Evaluation Report ESR-1311 Reissued June 2015 This report is subject to renewal June 2017. www.[cc-es.oEg 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the Intemational Code Council® 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.mli.com EVALUATION SUBJECT: MiTeke TRUSS CONNECTOR PLATES: M-16, MI116, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HST- 1.0 EVALUATION SCOPE Compliance with the following codes: 2012, 2009, 2006 Intemational Building Code® (IBC) 2012, 2009, 2006 Intemational Residential Code® (IRC) 2013 Abu Dhabi Intemational Building Code (ADIBC)t The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced In this report are the same sections in the ADIBC. Property evaluated: Structural 2.0 USES MiTeke metal truss connector plates are used as joint connector components of light wood frame trusses.. 3.0 DESCRIPTION 3.1 MiTekm M-16 and MII 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 10.0005 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 11/44nch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MITekia M-20 and M1120: Model M-20 and Model MII 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 MiTeke M-20 HS, M1120 HS, and MT20HSxrr: Models M-20 HS, MII 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'/4-inch-by-14nch (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 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, C.C-ES Evaluation Reports are nor to be confirmed as representing aesthetics or any other attributes not speclncally addressed, nor are they to he construed as an endorsement of the subject of the report or a recommendation for Its use. There is no warranty by ICC Evaluation service. M.C. express or implied as to any fading or other natter in this report, or as to any product covered by the report Copyright 9 2015 Page ;of 5 ESR-1311 j 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 trusses into a stationary finish roller press. 5.4 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. 4.2 Allowable Design Values: Allowable design values for MiTek® metal truss connector plates 10 be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2 of this report. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTek® metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. Allowable values shown in Table 1 have not been adjusted for metal connector plates embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments must be made in accordance with the requirements indicated in a current ICC-ES evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this information. Compliance with Section 2304.9.5 of the IBC and Section R317.3 of the IRC (Section R319.3 of the 2006 IRC) is also required. 5.0 CONDITIONS OF USE The MiTek® Industries metal truss connector plates described in this report comply with, or are suitable aftematives 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 manufacturers published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturers published installation instructions and this document, the instructions in this document govern. 5.2 Each application for a building permit, using these metal truss connector plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. 5.3 This report establishes plate design values only. For items not covered by this report, such as truss design, 6.5 fabrication, quality assurance and special inspection, refer to the applicable version of ANSUTPI 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, 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 trusses using MiTek° Industries metal truss connector plates must be graded in compliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSIrrPI 1 Section 6.4 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. 5.6 Metal truss connector plates must be installed in pairs, on opposite faces of truss members. 5.7 Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. 6.8 MiTek® metal truss connector plates are manufactured in Saint Charles, Missouri; Tolleson, Arizona; Tampa, Florida; Edenton, North Carolina; and Bradford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTekm connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the M-16 plate is embossed °M-16"). Additionally, boxes containing the connector plates must be labeled with the MiTek® Industries name, the metal connector plate model, and the evaluation report number (ESR-1311), ESR-1311 1 Most Widely Accepted and Trusted Page 3 of S TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' jib/in'/PLATE) LUMBER SPECIES SG AA I EA AE EE M-16 AND Mil 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 042 197 144 143 137 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-flr 0.43 139 111 97 109 Spruce -pine -fir 0.42 148 108 107 103 Southern pine 0.55 187 143 138 150 For SI: I lbfin= = 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. 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 Ail 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 MI116 M-20 AND Mil 20 M-20 HS. Mil 20HS AND MT20HS Efficiency Pounds/inch/Pair of Connector Plates Efficiency Pounds/inch/Pair of Connector Plates Efficiency Pounds/inch/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 ® 9V 0.36 1013 0.47 820 0.48 1219 Tension Values in Accordance with TPI-1 with a Deviation Isee Section 5.4.9 (a)) Maximum Net Sectlon Occurs over the Joinl' Tension @ 01 0.68 1945 0.62 1091 0.67 1716 Tension ® 900 0.30 849 0.48 841 0.52 1321 Shear values Shear @ 0° 0.54 1041 0.49 574 0.43 761 Shear ® 30° 0.61 1173 0.63 738 0.61 1085 Shear ® 600 0.73 1402 0.79 936 0.67 1184 Shear ® 9tP 0.55 1055 0.55 645 0.45 792 Shear ® 1200 0.48 914 0.42 490 0.34 608 Shear ®1500 0.35 672 0.46 544 1 0.3 537 For SI: 1 lb/inch = 0.175 N/mm. linch = 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. 904aul ul) S31Vld a0103NNOO X311W d0 SNOISN3W10 31VWIXOHddV—$ 3tlnow ozllw `oz-w MGM 000000000000 000000000009 0000090000011 :1 0000000OD000 0;00000000000 A000000001 1-4ufwca z r u at d 9 ki,ul z c sec 0 7.10 ASZ 0 .Szl 0 9 1104 `9 HN 000000000 I aaaaa 0000 aoooaoaoa ooaoo 000a 00000 H 4 H wm90L ww. I? wwV9 aet 0 09t 0 Age 0 910 y aBed pe)snil pue pajd8wv A18pyA ISOM I L if VUS3 ESR-1311 1 Most Widely Accepted and Tnisted Page S of S 0.125' 0 2W 0 5W 0 309 32mm 64mm 127mm 93mm I.-t DO bDd ODD DO ODO ODD a # nn An nnn I! J 0DO DDO ODO I0o0 0o0 0o0 ooa ono aoo M-20 HS1 MII 20 HS1 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. www.icc-es.orsl 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 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 4344200 www.mii.com EVALUATION SUBJECT: MITeke TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, Mil 20, M-20 HS, MII 20 HS, AND MT20HSTO 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 Weke truss connector plates M-16. MII 16, M-20, MII 20, M-20 HS, Mil 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. This supplement expires concurrently with the master evaluation report, reissued in June 2015. ICC CS Evaluation lieporn are nos to be construed as representing aesthetics or any other attributes nut specifirolly addressed, nor on they to be Construed as an endorsement of she subjeel of the report or a reconwundor/on for Its use. There Is no %varrunly by /CC Evaluation Service. LIZ express or mtplteit as to any finding or other moller on this report, or as to any product covered by the report Copyright 0 2015 0 Page 1 01 IMES 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 J562) 699-0543 A Subsidiary of the Intemational Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 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: MiTeeTRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 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 MiTek®Truss Connector Plates M-16, Mil 16, M-20, Mil 20, M-20 HS, MII 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 MiTeeTruss Connector Plates M-16, MII 16, M-20, Mil 20, M-20 HS, MII 20 HS, and MT20HSTm, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1311, 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 (IBC) provisions noted in the master report. Use of the MiTek®Truss Connector Plates M-16, MII 16. M-20, Mll 20. M-20 HS, MII 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. CC-f.S Evaluation Reports ore nos to be construed as representing ocsthetics or any other attributes not specifically addressed, nor are they to be construed as on endorsement of the subject of the report or a reconiniendation for its use. Aere is no warranty by ICC Evaluation Service. LLC. express or Implied, as to ay finding or other matter in this report or as to any product covered by the report 61= Copyright 0 2015 Page 7 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, MII 16, M-20, MII 20, M-20 HS, MII 20 HS AND MT20HSTM c -MG LISTED Look for the trusted marks of Conformityl 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" CC -F.'S Evaluation Reports are not to be construed as representing aesthetics or any other attributes no! specifically addressed, nor are they to be construed as an endorsement of the subject of file report or a recommendation for its use. There is no warranty by !CC 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. N A Subsidiary of ue aemvno Copyright © 2015 IMES Evaluation Report ESR-1311 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 Council® DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 17 53--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: MiTek' TRUSS CONNECTOR PLATES: M-16, Mil IS, M-20, MII 20, M-20 HS, Mil 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: 2012, 2009, 2006 International Building Code® (IBC) at 2012, 2009, 20061ntemational Residential Code® (IRC) 2013 Abu Dhabi International Building Code (ADIBC)1 The ADIBC is based on the 2009 IBC. 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 MiTekm M-16 and MII 16: Model M-16 and Model MII 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 10.0005 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 1 t/44nch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTek® M-20 and MII 20: Model M-20 and Model Mil 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.W3 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 MiTek® M-20 HS, Mil 20 HS, and MT20HSTM: Models M-20 HS, Mil 20 HS, and MT20HS*" 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 10.0005 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-l-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 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, ICC- S p, voluatlon Reports ore not to be comimed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed to on endorsement ojdte subfect ojthe report or u rectmtmerulntion jor its use. There is no worrom y by lCC h' roluution service. LLC, express or implied, as to anyfinding or other matter In this report, or as to any product covered by the report o Copyright 0 2015 Page 11 of 5 ESR-1311 I Most Widely Accepted and Trusted Page 2 of 6 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. 5.4 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. 4.2 Allowable Design Values: Allowable design values for MiTek® metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2 of this report. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTek® metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. Allowable values shown in Table 1 have not been adjusted for metal connector plates embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments must be made in accordance with the requirements indicated in a current ICC-ES evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this information. Compliance with Section 2304.9.5 of the IBC and Section R317.3 of the IRC (Section R319.3 of the 2006 IRC) is also required. 5.0 CONDITIONS OF USE The MiTek° Industries metal truss connector plates described in this report comply with, or are suitable allematives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the manufacturers published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturer's published installation instructions and this document, the instructions in this document govern. 5.2 Each application for a building permit, using these metal truss connector plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. 6.3 This report establishes plate design values only. For items not covered by this report, such as truss design, 6.5 5.6 5.7 6.8 fabrication, quality assurance and special inspection, refer to the applicable version of ANSlfrPI 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 MiTie Industries 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 trusses using MiTek® Industries metal truss connector plates must be graded in compliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSI1TPI 1 Section 6.4 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative4reated lumber. Metal truss connector plates must be installed in pairs, on opposite faces of truss members. Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. MiTek® metal truss connector plates are manufactured in Saint Charles, Missouri; Tolleson, Arizona; Tampa, Florida; Edenton, North Carolina; and Bradford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTek® connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the M-16 plate is embossed `M-16'). Additionally, boxes containing the connector plates must be labeled with the MiTek® Industries name, the metal connector plate model, and the evaluation report number (ESR-1311). ESR-1311 I Most Widely Accepted and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT* (Ib/in=/PLATE) LUMBER SPECIES SG AA EA AE EE M-16 AND MII 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 -fa 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 0.43 139 111 97 109 Spruce -pine -fir 0.42 148 108 107 103 Southem pine 0.55 187 143 138 150 For SI: 11b/inz = 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. AA = Plate parallel to load, wood grain parallel to load FA = 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-embedmerrt 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, Mil 20HS AND MT20HS Efficiency PoundslinchiPalr of Connector Plates Efficiency I PoundslinchlPair of Connector Plates Efficiency I PoundsllnchlPair of Connector Plates Tension Values in Accordance with Section 5.4.4.2 of TPIA (Minimum Net Section over the Joint)' Tension @ 0' 0.70 2012 0.50 880 0.59 1505 Tension @ 90° 0.36 1013 0.47 820 0.48 1219 Tension Values In Accordance with TPIA with a Deviation Isee Section 5.4.9 (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 @ 00 0.54 1041 0.49 574 0.43 761 Shear @ 30° 0.61 1173 0.63 738 0.61 1085 Shear @ 600 0.73 1402 0.79 936 0.67 1184 Shear @ W 0.55 1055 0.55 645 0.45 792 Shear @ 1200 0.48 914 0.42 490 0.34 608 Shear @ 1500 0.35 672 0.46 544 0.3 537 For SI: 1 (Winch = 0.175 N/mm, Cinch = 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-1311 I Most Widely Accepted and Trusted Page 4 of 6_ 0 3w, o lov 84mm 41mn 000000000 00000 0000 o00000000 00000 VWOTH 49 M-169 M1116 0 125' 0 25V 0. 125" 3.2 min 0 4 mm 3 I mn 0000000000 n0000000000 00000000000 r 00000000000 00000000000 00090000000 o.42r 10Ban H 0 3ev 9 M- 209 M 1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) ESR-1311 I Most Widely Accepted and Trusted Page 5 of b 0.125' 0 2W 0.5W 0 30V 32mmm 6}4m{m 933mmm12.2.7^mm goo DDo 000 BOO BOO DOD D DOOODD00 J 1:000 000 OOO 000 000 DOD ODD DOO DOO 1MDTf1 M-20 HS, MII 20 HS, 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. www.icc-es.org 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 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mil.com EVALUATION SUBJECT: MiTeke TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 26, M-20 HS, MII 20 HS, AND MT20HSTN 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 Wee truss connector plates M-16, MII 16, M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HS"e, 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. CC-F.S Evaluation Reports are not to be construed as representing oeslhencs or any other attributes not spec jcully oddrcased, nor are they to be com/rued g as an endorsement of the subject ofthe report or o reeammendanon for its use. Then ts no svarronry by ICC Fvohrottnn Service. U.C. express or implicit as [l2nSi 1 to any jbdmg or other matter in this report. or as to any product covered by the report. aw -- M 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. www3cc-es.org 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. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.rnii.com EVALUATION SUBJECT: MiTek®TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, MII 20 HS, AND MT20HS"" 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTee Truss Connector Plates M-16, MII 16. M-20, MII 20, M-20 HS, MII 20 HS, and MT20HSTM, 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 —Building 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The M7eeTruss Connector Plates M-16, Mil 16, M-20, MII 20, M-20 HS, MII 20 HS, and MT20HSTm, described in Sections 2.0 through 7.0 of the master evaluation report ESRA311. 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 MiTekeTruss Connector Plates M-16, MII 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HST" 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 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. lCC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifkolly addressed, nor are they so be construed as on endorsement of the subject of she report or a recommendation for Its use. Acre la no warranty by lCC Evaluation Service. LLC. express or implied as to anyfinding or other master to this report, or as to any product covered by the report Copyright02015 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, MII 16, M-20, MII 20, M-20 HS, MII 20 HS AND MT20HS'rm ICC :... ICC ICC PI crsrEv. Look for the trusted marks of Conformityl 2014 Recipient of Prestigious'Western States Seismic Policy Council WSSPQ Award in Excellence" INI[ ANAI 'JAI• A Subsidiary of co cou ipr 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 implied, recommendationforitsuse. There is no warranty by ICC Evaluation Service, LLC, express or as to any finding or other matter in this report, or as to any product covered by the report. Copyright 0 2015 IMES Evaluation Report ESR-1311 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 Intemational Code Council® 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 314)434-1200 www.mii.com EVALUATION SUBJECT: MiTek* 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: 2012, 2009, 2006 International Building Code* (IBC) 2012, 2009, 2006 Intemational Residential Code® (IRC) 2013 Abu Dhabi Intemational Building Code (ADIBC)t tThe ADISC is based on the 2009 IBC. 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 3.1 MiTek* M-16 and MII 16: Model W16 and Model MII 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 10.0005 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 14nch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 11/44nch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTek* M-20 and Mill 20: Model M-20 and Model Mil 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 0.334nch4ong (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 MiTek* M-20 HS, Mil 20 HS, and MT20HS*": Models M-20 HS, Mil 20 HS, and MT20HSTO 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 centedines of adjacent slots are staggered OA5 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-inch4ong (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 hydraulic -platen embedment presses, 1CC-Fs Evaluation Reports are not to be construed as representing aesthetics or any other attributes nor specocally addressed. nor are they to be construed as on endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service. U.C. cspress or impfied. as to arty finding or other marter in this report. or as to arty product covered by the report. WIZ Copyright 0 2015 4 Page ;`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 presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. 5.4 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. 4.2 Allowable Design Values: Allowable design values for MiTek® metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2 of this report. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTeke metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. Allowable values shown in Table 1 have not been adjusted for metal connector plates embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments must be made in accordance with the requirements indicated in a current ICC-ES evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this information. Compliance with Section 2304.9.5 of the IBC and Section R317.3 of the IRC (Section R319.3 of the 2006 IRC) is also required. 5.0 CONDITIONS OF USE The MiTek® Industries metal truss connector plates described in this report comply with, or are suitable altematives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the manufacturers published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturers published installation instructions and this document, the instructions in this document govern. 5.2 Each application for a building permit, using these metal truss connector plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. 6.3 This report establishes plate design values only. For items not covered by this report, such as truss design, 5.5 5.6 6.7 6.8 fabrication, quality assurance and special inspection, refer to the applicable version of ANSIlTPI 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, 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 trusses using MiTek® Industries metal truss connector plates must be graded in compliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSI/TPI 1 Section 6.4 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. Metal truss connector plates must be installed in pairs, on opposite faces of truss members. Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI) TPI 1. MiTek® metal truss connector plates are manufactured in Saint Charles, Missouri; Tolleson, Arizona, Tampa, Florida; Edenton, North Carolina; and Bradford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTek® connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the M-16 plate is embossed 'M-16'). Additionally, boxes containing the connector plates must be labeled with the MiTek® Industries- name, the metal connector plate model, and the evaluation report number (ESR-1311). ESR-1311 I Most Widely Accepted and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' fib/in'/PLATE) LUMBER SPECIES SG AA I EA AE FEE M-16 AND Mill 16 Douglas fir4arch 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 fir4arch 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 fir4arch 0.5 165 146 135 143 Hem -fir 0.43 139 111 97 109 Spruce -pine -fir 0.42 148 108 107 103 Southern pine 0.55 187 143 138 150 For SI: 11b/ln' = 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. 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 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, MII 20HS AND MT20HS Efficiency Poundslinch/Pair of Connector Plates Efficiency I Pounds/inch/Pair of Connector Plates Efficiency I Pounds/inch/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 @ 900 0.36 1013 0.47 820 0.48 1219 Tension values in Accordance with TPI-1 with a Deviation Isee Section 5.4.9 (e)) Maximum Net Section Occurs over the Joint' Tension @ 00 0.68 1945 0.62 1091 0.67 1716 Tension @ W 0.30 849 0.48 841 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 @ 600 0.73 1402 0.79 936 0.67 1184 Shear @ 900 0.55 1055 0.55 645 0.45 792 Shear @ 1200 0.48 914 0.42 490 0.34 608 Shear @ 1500 0.35 672 0.46 544 0.3 537 For SI: 1 lb/inch = 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 lino 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-1311 I Most Widely Accepted and Trusted Page 4 of 5 0.3w, a l6v 0.42r 8,_ m,}m 41mm oommm 1 1 H y 1 1 o-o-o 0 0 0000 00000 000a o00000000 00000 M-169 M1116 0 125- 0 25W 0.125, 0 365r j 2 1nm a 4 1 11 1" -32 mm ey9 mm R I 00000p0000 000000000000 000000000000 . J 1:000000000000 0DOOD0000000 000000000000 1 M-20, M 1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In inches) ESR-1311 I Most Widely Accepted and Trusted Page 5 of b a.12b- 0.25W o 900- 0 3E5- 3.2mm 6.4mm 931127{mm DO A 60D Do ODD ODD Cj ono Boo ono wJ 1: 000 000 ODD ODO DDO Ono ODD ODD 000 NAD1i M-20 HSI MII 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. www.iec-es.ora 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 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mli.com EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSYO 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 MiTek® truss connector plates M-16, MII 16, M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HS1e, 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 Intemational Building Code® provisions described in the master evaluation reportand with Chapters 16, 16A, 17, 17A, and 23 of the CBC. This supplement expires concurrently with the master evaluation report, reissued in June 2015. lCC• F.SEvaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they so be construed as an emlorvement of the subject ofthe report or a recommendation for its use. 77wre is no warranty by lCC Evaluation Service, U.C. express or implicit as to any fendlogor other matter in this report. or as to any product covered by the report. Copyright 0 2015 Page 7 or 1 IMES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.or 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the Intemational Code Council® 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 314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTeOTRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HST"' 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTee Truss Connector Plates M-16, MII 16, M-20, Mil 20, M-20 HS, MII 20 HS, and MT20HST", 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 —Building 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MTek®Truss Connector Plates M-16, Mil 16, M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HST", described in Sections 2.0 through 7.0 of the master evaluation report ESR-1311. 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 MiTek®Truss Connector Plates M-16, MII 16, M-20, MI120, 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 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. 1CC-h.S F.raluoutm Reports are not to be cotatrued as representing aesthetics or any other attributes not spectJkally addrrssed, nor are they to he construed as an endorsement ofthe subject of tke report or a reeommetdanon for its use, There is no warranty by ICC Ftnluadon Service. UX. express or tmplird as to arty finding or other etancr in this report, or at to ony product covered by the report. Copyright ®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, MII 20 HS AND MT20HSTm , 19CM Xc Ic ' C PIVou Look for the trusted marks of Conformity I 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" A Subsidiary of ciumvicif ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes no, ..Cam specifically addressed, nor are they to be construed as an endorsement of the subject of file report or a recommendation jor its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as Or 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-1311 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 Intemational Code Council® DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 17 53-Shop-fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 4344200 www.rnii.corn EVALUATION SUBJECT: MiTeke TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, MII 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: 2012, 2009, 2006 Intemational Building Codee (IBC) 2012, 2009, 2006 international Residential Code (IRC) 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Property evaluated: Structural 2.0 USES MiTeke metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3A MiTeke M-16 and MII 16: Model M-16 and Model MII 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 10.0005 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 4.0 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 MiTeke M-20 and MII 20: Model M-20 and Model Mil 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-inch4ong (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 MiTeke M-20 HS, Mil 20 HS, and MT20HSTM: Models M-20 HS, Mil 20 HS, and MT20HSTO metal truss connector plates are manufactured from minimum No. 20 gage 10.0356 inch total thickness (0.9 mm)]. ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coaling 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-l-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 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, 1CC-ES Evaluation Reports are not to be construed as representing oesrhetirs or any other ottrnbutes nor specifically addressed, nor arc they to be construed as on endorsement of the subject of tho report or o recommendation for its use. There 4 no warranty by ICC F.raluation Serrtce, 11C. express or implicit as to any finding or other matter to this report or as to any product covered by the report Copyright 0 2015 Pago 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 presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. 6.4 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. 4.2 Allowable Design Values: Allowable design values for MiTek® metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2 of this report. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTek® metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. Allowable values shown in Table 1 have not been adjusted for metal connector plates embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments must be made in accordance with the requirements indicated in a current ICC-ES evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this information. Compliance with Section 2304.9.5 of the IBC and Section R317.3 of the IRC (Section R319.3 of the 2006 IRC) is also required. 5.0 CONDITIONS OF USE The MiTek® 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 report, subject to the following conditions: 6.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturers published installation instructions and this document, the instructions in this document govern. 6.2 Each application for a building permit, using these metal truss connector plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. 6.3 This report establishes plate design values only. For items not covered by this report, such as truss design, 5.5 6.6 5.7 6.8 fabrication, quality assurance and special inspection, 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, 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 trusses using MiTeke Industries metal truss connector plates must be graded in compliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSI/TPI 1 Section 6.4 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. Metal truss connector plates must be installed in pairs, on opposite faces of truss members. Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. MiTek® metal truss connector plates are manufactured in Saint Charles, Missouri; Tolleson, Arizona; Tampa, Florida; Edenton, North Carolina; and Bradford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTek® connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the M-16 plate is embossed'M-16'). Additionally, boxes containing the connector plates must be labeled with the MiTeko Industries name, the metal connector plate model, and the evaluation report number (ESR-1311).' ESR-1311 1 Most Widely Accepted and Trusted Page 3 of 6 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ib/In'/PLATE) LUMBER SPECIES SG AA I EA AE EE M-16 AND Mil 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 MII 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, MII 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 143 Hem-flr 0.43 139 111 97 109 Spruce -pine -fir 0.42 148 108 107 103 Soulhem pine 0.55 187 143 138 1 150 For SI: I lbfire = 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. AA = Plate parallel to load, wood grain parallel to load FA = 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 lull 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 MII 16 M-20 AND Mil 20 M-20 HS, Mil 20HS AND M720HS Efficiency Pounds/Inch/Pair of Connector Plates Efficiency I PoundsAnch/Palr of Connector Plates Efficiency Pounds/Inch/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 ® 900 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)) Ma)dmum 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 ® 0" 0.54 1041 0.49 574 0.43 761 Shear ® 300 0.61 1173 0.63 738 0.61 1085 Shear ® 609 0.73 1402 0.79 936 0.67 1184 Shear @ 909 0.55 1055 0.55 645 0.45 792 Shear Q 1200 0.48 914 0.42 490 0.34 608 Shear ® 150° 0.35 672 0.46 544 0.3 537 For SI: 1 Ibfinch = 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-1311 I Most Widely Accepted and Trusted Page 4 of 6 0.330" o 1w 0 42r 04min 4Iman l000mmm H 1 1 I 1 00000 0D0000000 ' 0 Dp0p ooaa o00000000 0 0_ 0_ 0_0 M-16, M1116 0125- 0 2w 0125' 0365, 3 }2}mm 0 4 min 3}2tmm 9 3`'mm w 11 H t I 0000000r00 D n00000000000 0000000000D0 r— 000D00000000 000000D00000 gDoD0D000000 Alum M- 209 M 1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) ESR-1311 I Most Widely Accepted and Trusted Page 5 of S O 125* 0.250' 0.WV 0 366' 32mm 61mm 177mm 93mm 00 boo 000 Do ODD 000 ODO DDD DDD r DDO DDo DOD J 000 ODD ODD DDD 000 000 M-20 HSI MII 20 HS1 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. www.icc-es.ora ( (800) 423-6587 I (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. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTekm TRUSS CONNECTOR PLATES: M-16, Mll 16, M-20, Mil 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 MTek® truss connector plates M-16, MII 16, M-20, MII 20, M-20 HS, MII 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 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. CGEC F.voluation Repores are not to be construed as representing aesthetics or any other attributes nut specy1cally addressed. nor are they to be construed as an endorsement of the subject of the report or a recommendation for its usa nrre Is no Warranty by ICC Evaluation Service. U r, express or implied, as EI@ to arry finding or other matter in this report. or as to any product covered by the report. NUN ; Copyright 0 2015 Page I of 1 IMES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.om 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the Intemational 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 www.mii.com EVALUATION SUBJECT: MiTeOTRUSS CONNECTOR PLATES: M-16, MI116, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HS" 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTek® Truss Connector Plates M-16, MII 16, M-20, Mil 20, M-20 HS, MII 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: a 2014 and 2010 Florida Building Code —Building 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTeeTruss Connector Plates M-16, MII 16, M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HSTm, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1311, 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 Intemational Building Code® (IBC) provisions noted in the master report. Use of the MiTeeTruss Connector Plates M-16, MII 16. M-20, Mil 20. M-20 HS, Mil 20 HS, and MT20HST1 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. ICC-ES Eiwluotion Reporu arc not to be construed as representing aesthetics or any other attributes not speajlcally addresatd, nor are they to be construed as an endorsement of the subject ofthe report or o recommendation for its use. There is no uarronty by ICC Ei aluation Service, U.C. express or Implied as a. to any finding or other matter in thb report, or as to any product covered by the report =10 a Copyright 0 2015 Page 1 of 1 0211112015 13:41 OX) P.0021004 MI® MIAMI•DADE COUNTY PRODUCT CONTROL SECTION 11SOS SW 26 streak Room 208 08PARTMENT OF REGULATORY AND ECONOMIC RBSOURCBS (R8R) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2S90 F (766) 3 M2399 NOTICE OF ACCEPTANCE (NOA) www.mismtdada mylemnanv Southeastern Metals Manufacturing Company, be. 11801 Industry Drive Jacksooville, 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 -Dade County.'RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date sated below. The Miami -Dade County Product Control Section in Miami Dada County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will Incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their Jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein. and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRWTION: Weather Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, sate and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materiels, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or Its distributors and shall be available for Inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 08-0423.01 consists of pages I through 3. The submitted documentation was reviewed by Juan E. Collaoo, R.A. 4 - CAs d-&_- r NOA No.: 13-0814.09 o Expiration Date: 04/1S/10 Approval Date: OIR3/14 Page t of 3 0211112015 13:42 F4 P.0031004 op ROOFU4G ASSEMBLY APPROVAL Category: Roofing Bub -Category:. Ventilation Material: Steel Minimum slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELRD BY APPLICANT: Man rfactrrred by Test Product Applicant pinaensiona Soaciflcadual Description Weather Vent Vent : 4- K" x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flange: 24" x 52" Thickness: 0.0217 inch: - • MANUFACrORIr1G LOCATION 1. Jacksonville, FL EVIiDENCE SUBMITTED Test AEencv Teat Identifier Test Name/Report Date PRI Asphalt Technologies, Inc. TAS 100 SFM-002-02-01 08/14/03 ICC-ES AC132 SEM-027.02-01 01/07/14 APPROVED APPLICATIONS: Deck Type: Wood Deck Descriptioa: 11/m" 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 lines and aligned minimum 6 inches from 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-Ys" galvanized ring shank roofing nails spaced approx. 8" o.c. and I" from the outside edge of the flange. Use a minimum of 18 nails per vent. Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). Net Free Area: 99 square inches. NOA No.: 134814.08 Expiration Date: 04/15n9 Approval Date. 01/23/14 Page 2 of 3 GN 0211112015 13:43 ffA P.0041004 LIMITATIONS: 1. Refer to applicable building code for required ventilation. 2. 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 shall not be installed on roof moan heights greater than 33 feet. S. 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 County Product Control Seal as shown below: DRAWINGS o • ROOF FLANGE NAIL PLACEMENT END OF THIS ACCEPTANCE NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: Ol/23/14 Page 3 of 3 V. Florida Building Code Online U nC`er (3_ U -rye - Page 1 of 1 R . I . mil DepVt til(d OCIS lroma I W9 In I user Registration i Hot TOPICS I submit surcharge 1 Slats S Fads i Publications I FBC staff I BCIS Site Map I Unas I Search I Busines v Professial Product Approval USER: Public user Regulation Product Aoenrval Mena > Product of Avolkatlen Search a AopllmtJDn Usti Search Criteria 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 iC01{:11 RC>rV ire - r Tvoe Manufacturer Validated By Status FL157.16-R2 Revision InterWrap, Inc. John W. Knezevich, PE Approved History Category: Roofing 954) 772-6224 Subcategory: Underlayments r....r n Ur• ;;-qe0 MOil11 atenree hart- TaRalie_We FL 3739g Phone: a50.4a7:It24 The State of Florida Is an ANEEO employer. CoorridM 2007-201] State a Florida.:: PrIvaCy Statement :: A93LjIblnbLS99ItM ^t :: Refund statement Under Florida low, emaill addresses are Pudic records. If you do not want your e-mail address released In response to a public -records request do not send electronic man to this entity. Instead, contact the Office by phone or by traditional mail. If you have any questions, please Contact 650.407.1395. 'Pursuard to Seolon 455.275(1), Florida Statutes, emeaive October t. 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emala provided may be used for official communication with tat licensee. However email addresses are public record. If you dO not wish to supplya personal address, please provide the Department with an emall address which Can be made aviYable to the public. To Bete, ne I(you area licensee under Chapter 455. F.S.. please coca b=. Product Approval lA Accepts; 10 RN FOB Cred tS.ArE https:// www.flOTidabuilding.org/pr/pr app_lst.aspx 7/20/2015 jo Florida Building Code Online Page 1 of 2 Professional RegulationBusiness r r fW&D MTjMd ecls Norm I lop In I User Regaualbn I Hal Topics I Subm t SurdwMe I Slats S FacK I FublkeUom I FBC Staff I BCIS Site WD I Unk Search Busmen Product ApprovalProfessigalUSER: Nublk usa Regulation I PreOutt Aacrnval tsnmi a ^Vod•Kt Or jieMkarton Starch > Aaoi > AppflmUon OatoU FL q FL1S216-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived L Product Manufacturer InterWrap, Inc. Address/Phone/Emall 32923 Mission Way Mlsslion, NON -US 00000 S51) 574-2939 mtupas®interwrap.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@ interwrap.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 I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity lntertek Testing Services NA Inc. - ETL/Wamock Hersey Quality Assurance Contract Expiration Date 11/17/201S Validated By John W. Knezevlch, PE li Validation Checklist - Hardcopy Received Certificate of Independence •FLIs216 R2 COI 2015 01 COI 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.S T1507.8 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products FL ar i Model, Number or Name Description 15216.1 I RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. See ER Section 5 for Limits of Use. Installation Instructions FL3S216 R2 11 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.odf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FI 1S216 R2 AE 201S 04 FINAL ER 1NTERWRAp RHINOROOF FL15216- S2,Qd! Created by Independent Third Party: Yes next Contact Us .: 1e40'North Nenroe Street. Tallahassee Fl. »ago Phone: aS0,487.1e24 The State of Florkia Is an AAfEEO employer: r*.vtraht 2007.20111-S•ateef Florida.:: :: I I :: pAund Sutpment under Florida low, ernall 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 man to this onthy. Instead, contact the office by phone or by traditional mall. If you have any questions. Please Contact 950.487.339S. *Pursuant toSection455275(1). Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 455, F.S. must provbe the Department with an errian address If they have one. The mails Provided may be used for official conalwNotbn with the licensee. However email addresses are public record. If you do "a wish to supply a personal address, please provide the Department with an Cron address which an be'made available to the public. To determine If you are a licensee under Chapter 45S. FS., pease dick per. Product Approval Accepts: a®®® haYvrilvMeauur https://www.11oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ1 Q... 7/20/2015 QOTFuNITYIERD EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way FL15216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/27/2012 Canada Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5t" Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LASEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUEDCoMPuANtE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 7 : • stxt! ' Jfwe srON. The boim4 feat appaarbq was suftri[ed try Robert Nkrninen, t• r•• e Ilarlr,tlrt f PLon WIMAIS. Ttdfdoesrotw esaneMclmnkaft'V" document. Slyned, wted hardcoples have been treNmkted to dw product AW ousi Admlyda ndw and to the named dknt CENnnCA'nON OF INDEPENDENCE: 1. TrinitvlERD 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. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITYJERD 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 Properties Standard Year 1507.2.3, 3507.5.3. T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3,1507.9.3, 2507.9.5 on Heating 1507.2.3,1507.5.3, 2507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2012 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 200539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.2 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type 11 felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.2 This is a building code evaluation. Neither TrinityJERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH) for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABtE 1: RooF CovER OvrioNS Underlayment Asphalt Shingles Nail -On Tile Foam -On TileI I Metal Wood ShakesI & Shingles Slate or Simulated Slate RhinoRoof U20 Yes No No Yes I Yes I No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published Installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140S30.02.12-RZ Certijicote oJAuthorizotion #9503 FL1S216-RZ Revision 2: 04/27/201S Page 2 of 3 TaINIWJERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhInoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver: Roof Slope > 4:22: End (vertical) laps shall be minimum 6-Inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface Is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole In accordance with Interwrap published instructions. 6.4.3 Double Laver. 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterkx Research and Design, U.C. Evaluation Report 140510.02.12-R2 Cerdficote oJAuthorizotlon #9503 FL1S216-R2 Revision 2: 04/27/2015 Page 3 of 3 QOTRINITYIERD EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way F1.15216-112 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2025 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5`h 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 IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "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 DC4ANE1983 PV'1 r'•,!r 3" :*:,: t 14i M1Q.' '•.. 4.`•, The faalm0e seal ewestbv was euthorbed by Robe" Nlembten, t=....t.r.tr.r. P.E. on 00/27/2015. Thb does not verve as an ekcvonlully elEned document. SIsned, sealed lordcoples low been transmitted to the Product Approval Admnbintot and to the named dlertt CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products It evaluates. 2. Trinity 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 Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Rhinoltoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 2507.9.3, 1507.9.5 on Heating 1507.2.3,1507.5.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 2005 1507.93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entltv Examination Reference Date ITS (T5T1509) Physical Properties 200539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 200539395COO-002 10/27/2011 ITS (TST1509) Physical Properties 100539395000-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 12/27/2014 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 11 felt or D4869 Type II 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 TrinityJERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is speclflcally 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: IROOF COVER OPTIONS Underlayment Asphalt Shingles Nall -On Tile Foam -On TileI MetalI Wood Shakes 6 Shingles Slate or Simulated Slate RhinoRoof U20 Yes No No I 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 II or D4869, Type II underayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2 Certi/icote oJAuthorizorion A9503 FLIS216-RZ Revision 2: 04/27/201S Page 2 of 3 TRINIWJERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhlnoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-Inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Sinele Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface Is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum halt -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey—QUA1673; (6D4) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140S30.02.12-RZ Certl/kare o/Authorizodon #9503 1`115216-R2 Revision 2: 04/27/201S Page 3 of 3 Florida Building Code Online Page 1 of 2 Fla. 0A GL RTMIA Or Regulation r ROM) 1T/+II(d BCIs Frame I Loy to I user Rlgktratim 1 Hot Tope SubmitISubmit su,cJ*rge I scats s Facts I PubnCatierK I FeC stars I BCJS Site MapI Lugs I search I Businies V Product ApprovalProfessidal ®USER: Public User Regulation II wayal Menu > Product or Aoenradon Search > jig > Appllcetlon Oetnil FLft 1`116305-114 Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments Archived Product Manufacturer Atlas Roofing Corporatlon Address/Phone/Email 2000 RlverEdge Parkway Suite 800 Atlanta, GA 30328 770) 946-4571 mcollins@atlasroonng.com Authorized Signature Meldrin Collins mcollins@atiasroofing.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 I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL1630S R4 COI ATL13007..4 2014 FBC Produd Evaluation Shinoles.odf Referenced Standard and Year (of Standard) Standard Year 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://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquJBMjgUlj3N... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/28/2015 Date Validated 06/29/2015 Date Pending FBC Approval 07/05/2015 Summary of Products r FL III Model, Number or Name Description 16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL 1630 R4 11 ATL33002.4 20A FB_G Product -Evaluation Shlnoles.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes other: See evaluation report for limits of use Evaluation Reports FL16305 R4 AE ATL13002.4 2014 FBC Product Evaluation Shinoles.pil Created by Independent Third Party: Yes Neal Contact Us :: 1240 Umth Monroe Striet, Talghassee FL 3LM Phone: 850,487,11124 The State of Florida is an AWEEO employer. Camarrlaht 2007-201 a date of FleiNa.:: Pd1 [ :: ar esslbadv edat ment :: ReNnd Statement Under Florida law, email addresses are public records. If you do not ward your e-mail address released In response to a public records request. do not send electronic mad to this entity. Instead, contact the office try phone or try traditional mail. If you have any questions, please contact 550.467.1395. 'Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address Is they have one. The emarb provided may be used for official communication with the lkensee. 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 determne If you are a licensee under Chapter 455, FS., please Click bMe . Product Approval Accepts: M® curitvxiri m e OWE https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgU 1 j3N... 7/20/2015 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE C EDITION (2014) Manufacturer- ATLAS ROOFING CORPORATION Issued June 29, 2015 2000 Rrveredge 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: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Enlif Report No. Standard Year PRO Construction Materials Technologies (TST5878) ATL-079-02-01 ASTM D 3161 2009 TAS 107 1995 PRO Construction Materials Technologies (TST5878) ATL-083-02-01 TAS 100 1995 PRO Construction Materials Technologies (TST5878) ATL-086-02-01 Rev 1 ASTM D 3462 2009 PRO Construction Materials Technologies (TST5876) ATL-104-02-01 ASTM D 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-106-02-01 ASTM D 3161 2009 TAS 107 1995 PRO Construction Materials Technologies (TST5878) ATL-108-02-01 Rev 1 ASTM D 3161 2009 TAS 107 1995 PRO Construction Materials Technologies (TST5878) ATL-107-02-01 TAS 100 1995 PRO Construction Materials Technologies (TST5878) ATL-107-02-01.1 TAS 100 1995 PRO Construction Materials Technologies (TST5878) ATL-109-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-116-02-01 ASTM D 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-118-02-01 ASTM D 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-119-02-01 TAS 100 1995 PRO Construction Materials Technologies (TST5878) ATL-123-02-01 ASTM D 7158 2008d PRO Construction Materials Technologies (TST5878) ATL-125.02-Ot TAS 100 1995 PRO Construction Materials Technologies (TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2008d PRO Construction Materials Technologies (TST5878) ATL-132-02-01 ASTM D 3161 2009 TAS 107 1995 PRO Construction Materials Technologies (TST5878) ATL-133-02-01 ASTM D 3161 2009 TAS 107 1995 PRO Construction Materials Technologies (TST5878) ATLA35-02-01 ASTM D 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-136-02-01 ASTM D 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1 ASTM D 7158 2008d PRO Constriction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 ASTM D 7158 2008d PRO Construction Materials Technologies (TST5878) ATL-143-02-01 ASTM D 3161 2009 TAS 107 1995 PRO Construction Materials Technologies (TST5878) ATL-144-02-01 ASTM D 3161 2009 TAS 107 1995 PRO Constriction Materials Technologies (TST5878) ATL-151-02-01 ASTM D 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-162-02-01 TAS 100 1995 PRO Construction Materials Technologies (TST5878) An-167-02-Ot ASTM D 3161 2009 PRO Construction Materials Technologies (TST5878) ATL-168-02-01 ASTM D 3161 2009 TAS 107 1995 PRO Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM D 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM D 3462 2009 ATL13002.4 FL 16305-R4 Page 1 of 9 This evaluation report Is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-01 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 PRI Construction Materials Technologies (TST5878) ATL-179-02-01 PRI Construction Materials Technologies (TST5878) ATL-184-02-01 PRI Construction Materials Technologies (TST5878) ATL-185-02-01 PRI Construction Materials Technologies (TST5878) ATL-186-02-01 PRI Construction Materials Technologies (TST5878) ATL-187-02-01 PRODUCT DESCRIPTION GlassMaster® 30 Ardmore & Hampton) Tough -Master® 20 Ardmore & Hampton) Pro -Cut® Hip & Ridge Ardmore & Hampton) Pro -Cut® Starter Strip Hampton) ProLAMTM Architectural Hampton & Meridian) Pinnacle® Pristine, PinnacleO Pristine Lifetime w/Scotchgard Dangerfield, Hampton & Meridian) StormMaster® Shake Dangerfield) StormMaster® Slate Ardmore) ATLAS ROOFING CORPORATION Asphalt Shingles ASTM D 3462 2009 ASTM D 3462 2009 ASTM D 3462 2009 TAS 100 1995 ASTM D 3161 2009 TAS 107 1995 ASTM D 7158 2008d TAS 100 1995 ASTM D 3462 2009 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripes that complies with ASTM D 3462, ASTM D 3161. Class F & ASTM D 7158, Class H fiberglass reinforced, laminated architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ASTM D 3161. Class F & ASTM D 7158. Class H fiberglass reinforced, laminated architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ATL13002.4 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, LLC INSTALLATION GlassMaster& 30 & Basic Wind Speed (V,m): 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 "4 Nail Pattern" or "6 Nail Pattern' detailed below. L W 1. Nails I-•t' 12" 4 Figure 1. GlassMaster® 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) W Nails 12" . . • • 4 l fig" 12"12"--+-12"-- Figure 2. GlassMaster® 30 & Tough -Master® 20 6 Nail Pattern ATL130D2.4 FL 16305-R4 3of9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notity GREEK Technical Services, LLC of any 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 Prol-AM'm Architectural Basic Wind Speed (V,m). Basic Wind Speed (Vew): 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. 39x Figure 3. Prol-AM'"' Architectural Shingle 4 Nail Pattern (non-HVHZ only) ft""+ G-13-• ti= ;--i=.• -r Wit- i= : atI 1 Figure 4. Pro -LAM'"" Architectural Shingle 6 Nail Pattern N• ATL13002.4 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. CREEK TECHNICAL SERVICES, LLC Pinnacle® Pristine & StormMaster® Shake Basic Wind Speed (Vial): Basic Wind Speed (Vero): Deck (HVHZ): Deck (Non-HVHZ): Underlayment. Min. slope: Installation (HVHZ): Installation (Non-HVHZ): 0% 7A' 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 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. es>A• ulrr r— TYP I_ ._ e(: C' 1 L1 GI lam: Y• Figure S. Pinnacle® Pristine and StormMaster0 Shake 4 Nail Pattern (Non-HVHZ only) r3W w, ,7a owamee nv>tira + I eJmyrn w r 7 ,Jr r O O O 0 0 0 0 O O O O O Q O 13 O jc M C 1 0 0 0 rJ 0 0 O O O O 7Jr 71 Figure S. Pinnacle® Pristine and StormMaster® Shake 6 Nail Pattern ATL13002. 4 FL 16305-R4 Page 5 of 9 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shalt notify CREEK Technical Services, LLC of any 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 StormMaster® Slate Basic Wind Speed (V,ei): Basic Wind Speed (Vew): Deck (HVHZ): Deck (Non-HVHZ): Undertayment: 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 manufacturer's 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 w 9" Figure 8. StormMaster® 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 61G20-3. The manufacturer shall notlty CREEK Technical Services. LLC of any 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 (VwJ: Basic Wind Speed (Vain): 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 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. n• 17 µf 1/T• m wN 11 L o o d o Figure 9. Pro -Cut® Starter Strip ATL13002.4 FL 16305-R4 Page 7 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® Hip & Ridge Basic Wind Speed (VW,): Max. 194 mph ATLAS ROOFING CORPORATION Asphalt Shingles Basic Wind Speed (Vom): 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. Undertayment: In accordance with FBC requirements. Min. slope: 2:12 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 manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. I 12" I I 12 ga. 1-1/2" ring r shank nail 12" 1 Lt i I 1 Figure 10. Pro-CutO Hip & Ridge ATL13002.4 FL 16305-R4 Page 8 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 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 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 51i Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. ti r,tlr r ii G PaY Rp . Q- , . G E N Sc .• kph!. No 74021 2 C cc Z STATE OF ' 4/ k s,O ll N Al CERTIFICATION OF INDEPENDENCE 2015. 06.2 9 12:5 5:48 041001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation., CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In any other entity Involved in the approval process of the product. END OF REPORT ATL13002. 4 FL 16305-R4 Page 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. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE V" EDITION (2014) Manufacturer: ATLAS ROOFING CORPORATION Issued June 29, 2015 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: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5, 1507.2.7.1. 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Reoort No. StandardYearPREConstructionMaterialsTechnologies (TST5878) ATL-079-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-083-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-086-02-01 Rev 1 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-104-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-106-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (rST5878) ATL-106-02-01 Rev 1 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATLA 07-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01.1 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-109.02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-116.02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-118-02-01 ASTM D 3462 2009 PRI Constriction Materials Technologies (TST5878) ATL-119-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-123-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-125-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2008d PRI Constriction Materials Technologies (TST5878) ATL-132-02-01 ASTM D 3181 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-133-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-135-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-136-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1 ASTM D 7168 2008d PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-143-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-144-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-162-02-01 TAS 100 1995 PRI Constriction Materials Technologies (TST5878) ATL-167-02-01 ASTM D 3161 2009 PRI Construction Materials Technologies (TST5878) ATL-168-02-01 ASTM D 3161 2009 TAS 107 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 ATL13002.4 FL 16305-R4 Page 1 of 9 This evaluation report Is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ATLAS ROOFING CORPORATION 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 DESCRIPTION GlassMasterO30 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 -Cut® 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. ProLAM'" 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. Dangerfietd, 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 stnpe that complies with ASTM D 3462. StormMaster® 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. ATL13002.4 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, LLC INSTALLATION GlassMaster® 30 & Basic Wind Speed (V,ir): Tough -Master® 20 Basic Wind Speed (Vass): Deck (HVHZ): Deck (Non-HVHZ): Undedayment: 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. 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 5-inch exposure in accordance with RAS 115 and manufacturers 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 Pattem' detailed below. 36' 4 Nails i••1" S I•-12- t 2- Figure 1. GlassMaster® 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) W 1 Nails 1 8" 12' -12- Figure 2. GlassMaster® 30 & Tough-MasterO 20 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 3 of 9 This evaluation report is provided for State of Florida product approval' under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ProLAMTm Architectural Basic Wind Speed (Vwt): Basic Wind Speed (Vow): 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. 7116 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. a uw roaw"a PmM Mr 17 yr ,. nP 0 0 0 0 0 0 0( o c 7 r 0 0 0 0 0 n '6 4 n Figure 3. ProLAMTO Architectural Shingle 4 Nail Pattern (non-HVHZ only) 7'N wti,7a tiwawrnrvr wo.e ,rr r 7rP OWN' I L' Figure 4. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATL13002.4 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. CREEK TECHNICAL SERVICES, LLC Pinnacle® Pristine & StormMaster® Shake Basic Wind Speed (V„ n): Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underiayment. 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 "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. i f COCDOC70'- C _7 i =J C ,.• G L=l (_7 O 5C7 ,J C, O 4=• t r- r_. r, :i i_:1 r-: j I 6,Ar r Figure S. Pinnacle® Pristine and StormMaster® Shake 4 Nail Pattern (Non-HVHZ only Figure 6. Pinnacle® Pristine and StormMaster® Shake 6 Nail Pattern ATI-13002.4 FL 16305-R4 Page 5 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 StormMasterO Slate Basic Wind Speed (Vwl): 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. 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 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. StormMaster® Slate 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 6 019 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. i CREEK TECHNICAL SERVICES, LLC Pro -Cut® Starter Strip Basic Wind Speed Not): 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 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. I e Figure 9. Pro -Cut® Starter Strip ATL13002.4 FL 16305-R,4 Page 7 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® Hip & Ridge Basic Wind Speed (Vw,): Max. 194 mph ATLAS ROOFING CORPORATION Asphalt shingles Basic Wind Speed (Va,d): 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. Undertayment: In accordance with FBC requirements. Min. slope: 2:12 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. 1. 12" _ . I r 12 ga. 1-1/2" ring Ir shank nail 12" 6" Ll Figure 10. Pro -Cut® Hip & Ridge ATL73002.4 FL 16305-R4 Page 8 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 ATLAS ROOFING CORPORATION Asphalt Shingles LIMITATIONS 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 it 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) beck 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 611020-3. COMPUANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 51i Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. N PAZ No 74021 Cc 73 •• STATE OF '•fir sIOl 1 N 110 CERTIFICATION OF INDEPENDENCE 2015.06.2 9 12:55:48 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-13002.4 Fl- 16305•R4 Page 9 of 9 This'evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shag notify CREEK Technical Services. LLC of any 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. Florida Building Code Online Page 1 of 2 FIO(C aD°)NIfnalid aciS Home I tog In I User Registration I Hot Tapirs I SubrNl Surcharge I Stats 6 Facts i publications ( Fac Stall I aGS Site Map I Links I Search I Mines U product ApprovalProfessil'al USER: FublicUflr Regulation @oduct Mmroval Menu > Ar0duct a Anelkalkm Seereh > eeelttatieir fist > Ap'plltotloe Detan FL # FL12019-RS 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)684-0444 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 ice, 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 J. King, P.E. v, 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 r J uiI71@11115M Standard Year ASTM E330 2002 Method 1 Option D https://www.floridabuilding.orglprlpr_app_dti .aspx?param=wGEV XQwtDquJEQf8P6a6FJ... 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 >f 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 HVHZ: No FL12019 RS 11 Inst 12019.1.odf Approved for use outside HVHZ: 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 FL12019 RS AE Eiral 12019.1.Ddf- specific application and for any other additional use Created by Independent Third Party: Yes limitations and installation instructions. Ngnkt f&da= :: 1940 North Monroe Street. TaBanassEe FL 12199 Phone: 850.487.1824 The State of Florida is an ANEW employer. covrleM 2007.201? del of flarlda.:: Privacy Surt :: Accessibgily Statement :: Refund statement Under Florida taw, email addresses are public records. If you do not want your e-mall address released In response to a prrPlk-records request, do not send electronic mail to this entity. Instead, (Lntact the office by phone or by traditional mail. If you have any questions, Please contact 1150.e87.1395. 'Pursuant to Section 45S.27S(1), Florida Statutes, effective Delober 1, 2012, Ikensees IICW50 under Chapter 45S. F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However emall addresses are public record. 11 you do not wish to supply a personal address, pease provide the Department with an emall address which can be made available to the public. To determine If you are a licensee under Chapter 455. F.S., please click h . Product Approval Accepts: ag.a Crc ditSbFE https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDquJEQf8P6a6FJ... 7/20/2015 e o ACMM AMERICAN CONSTRUCTION METALS 5140 West CQBon Street Tampa, FL 33634 TRIPLE 4" & "QUAD 4" ALUMINUM SOFFIT GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Horido &Ading Code excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as stwm on details. Anchor embedment to base material shag 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 loods from the soffit and/or 7 x 7 batten strips. S. Aluminum soffits shop conform to the requQements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9. TAOtE OF COMFMS DESCMPWN T col eleyalions a generd notes Panel detagsPSofrddetails b design pressures Soffit detals tL designpresswes Soffd detals, design pm wes S b4 of materials mnl! 4 jT4j T•W12(D1ISTHrQ T- 014 (D137 VM QUAD 4fQ4) G4012 (01IS•TNaq G4014IDIW THM scru- N.T.S. ow, n A ac or. LFS OMIDI4 No, FL- 120r9.r L— Ob OR S. —J fAtC(A1L SOFFIT AIR FLOW TABLE SOFWIT TYPE AIR FLOW SOFFIT TITS AIR FLO wo nor. rriwr ric• wasri raa a 3.91 2.71 % FULL 11.74 8.16% i Mr toTu, 3.69 2.66% 11.74 8.16% rZ- 3.69 2.96% l.Sr I.as HISS A15S 1 4 l CNANNEL_'' 2 wnrim m Alvn t COvfllff fll--.-! A311.R. .f2• t`I I S • .a DT 71 xT• WE AND END OBARS I? COVERAGE 11/IB 1'PRCH 25/8' %VW AvALelEraelowels T 6 16•COVERAGE 6? (REF1 I.OU' PRCH 2.6? r—VWH AV,wwElp LOWIM S !A 125 0a0000 00000-7A 00000— 00000 n n n n n n LOLIVEIL PAl1ERN (ULL SCALEI n D@EC1 /S RBSI I L. o,!v J VIEW •A -A• ]I z_ ]E S 6 FUU VEM - W(DE PAMRNIane9fonneoIncome rrtlba e. dk1) S 12s 1I I l 0 0 0 0-1 00000= f-0 0 0 0 0 0 1 0°0°0°0°0°0 o°o°o°o°a° LOUVER PATIRN LOUVEM FORMED IN SAME W MCWH AS ROES) ! VIEW'A.A- (!: SCAM S 6 MINI NARROW VENT PATTERNlanesfo.med in some dmtlo. oT rSa) gly N Fll 11 A rO•r ; I pag 90 1 14 CZ e or JK aec r LFS fL-12019.1 xr 2 or 5 j b ROOF OVERHANG ROOF FRAMING ALUMINUM FASCIA TRIM F 1-- CMU OR SOFHf WOOD SEEDEIAIL'A' FRAMED SEE DETAIL" B' SIDE VIEW - SINGLE SPAN w/F-CHANNEL Shown wJ I"m/han*v mnmem) 31NGLE SPAN 1ENGTH A DESIGN PRESSURE (PSf) POSITIVE NEGATIVE r 70.0 141.0 10- 60.0 60.0 Ir 50.0 50.0 14" 38.5 38.5 14' 30.0 30.0 NVIt: WVW MAMINU MW WNNC'—l"V IV = DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD DETAIL " 6 " F-Channel r >>s SPAN ' A - SPAR - A ' aROOFOVERHANGROOFOVERMANG = * t = r a ROOF ROOF u n FRAMING FRAMING `• 1 1 3 a 14t11* 111 1,` o n o'i ALUMINUM 1 „ u0 FASCIA g v TRIM S c W 1 ----- ' 1` 4 SOFFIT CMU OR SOFFIT CMU OR V f _ WOOD SEEOETAIL'C' FRAMED SEE DETAIL"A' SEE DEfA4' D' SEE DETAIL' C' J SIDE VIEW - SINGLE SPAN w/3-CHANNELS SIDE VIEW - SINGLE SPAN w/3-CHANNEL Shown wJ InafHtemmp cantlEver) (Shawl wf Inm9 amag cunt-- f) TRIM NAIL ATTACH® THROUGH FASCIA 0 16"O.C. MAX. STAPLES INSTALLED 0 END OF PANEL AND B' MAX. O.C. - SEE DEIAIL'J ". SHEET 51 L1JtrMA). DETAIL" A " Fascia STAPLES NSTAM 0 24' O.C. ONTO WOOD) ON FCHANNEL LEG OR T-HAIL 017 O.C. ONTO WOOD OR MASONRY) STAPLES INSTALLED 017 O.C. ONTO WOOD) IN FCHANNEL SLOT OR T4JAIL 017 O.C. OHI O WOOD OR MASONRY) NOTE: FOR SQUARE CUT OVERHANG. TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL STAPLES LOCATED 24' O.C. INTO FRAMING MAX. t 5 I"MAIL STAPLES INSTALLED 017 O.C. (INTO WOOD) IN }CHANNEL SLOT OR T-NAIL 017 O.C. DETAIL " D " J-Channel Fascia STAPLES INSTALLED 017 O.C. INFO WOOD) N J-CHANNEL SLOT OR TmNAIL 0 12'O.C. ONTO WOOD OR MASONRY) STAPLES LOCATED 2C O.C. INTO FRAMING '-7 I- MAX. l DETAIL " C " J-Channel Aiw sne N.T.S. orti a" JK SUBSTRATE NOTES: aN. a: LFS I. WOOD SUBSTRATE G = 0.42 OR BETTER 3nftvc No. 2. MASONRY SUBSTRATE 3,000 PSI CONCRETE (ACI 3011 FL—12019.1 OR HOLLOW BLOCK IASTM C901. s-m or _ SPAN ' A ' ROOF OVERHANG ROOF FRAMING SPAR ' 4 ROOF OVERHANG SEE NOTE 2 ROOF FRAMWG ALUMINUM ALUMINUM FASCIA FASCIA 9 TRIM TRIM EMU OR ENU OR SOFFIT RAMS SOFFIT) WOOD RAMS J/ FRAMED FRAMED SEE DETAIL SEE DETAIL FSEEOETAIL"G'—f SEE DETAIL' E' SIDE VIEW -SINGLE SPAN w/F-CHANNEL SIDE VIEW -SINGLE SPAN w/7-CHANNEL Shawn w/ Vuss/irandng overhang) (Shaun wl mW(raming oveftm) TRIM NAIL ATTACHED THROUGH FASCIA 0 I6' O.C. MAX. CONNECTOR NOTES: I. WOOD FRAMING AND CONNECTIONS TO BEOESIGNED BY rK ARCHITECT OR etGITNEER OF RECORD 2. 12d COMMON NAIL OR 3/1C ITW TAPCON CONCRETE SCREW MIN. 1.114' EMBEDMENII 0 24.ON CENTER SINGLE SPAN L04 M A' DESIGN PRESSURE (SF) POSRME NEGAOVE r 70.0 141.0 tv 60.0 60.0 12` 50.0 50.0 14" 36.5 38.5 14- 30.0 30.0 NOTE: FOR SGUARE CUT OVERHANG, STAPLES LOCATED TRIM BOTTOM OF FASCIA FLAT AGAINST PANE 2t• O.C. INTO FRAMING STAPLES INSTALL 0 24' O.C. (INTO WOOD) ON FCHANNE LEG OR W&A 0 1 T O.C. 11 8 ONTO WOOD OR MASONRYI tt g 8 STAPLES INSTALLED 0 I ITO. C.ONTOWOOD) L ..... ....... IN FCHANNEL SLOT OR = j T- HAIL017, O.C.=--__-- ---- I _- STAPLES INSTALLED 0 { (INTO WOOD OR MA30NRYI I ANI1IENDOFPANEANDIdj I S NfMAX. O.C. iDETAIL - J".SHEETS) I — 1 t0 1 rMAX. JI'MAX — S, SIIDETAIL" E" 3 F- 1(0A4AX. SUBSTRATE NOTES: Fascia DETAIL " F" 1.WOOD SUMTRAMG=0.42ORBETTER DETAIL"G'r F Channel 2 MASONRY SUBSTRATE: 3J)00 PSI CONCRETE (ACI 3011 OR HOLLOW BLOCK (ASTM C901. J-Mnnel 13 STAPLES INSTALLED 0 IT O. C. (INTO WOOD) W )-CHANNEL SLOT OR T- NAIL 01 T O.C. ONTOWOOD OR MASONRY( 0 u, N. T. S9- liK is rrsno.: FL- 120191 R 4 of 5 1 a, Imml DESCRIMON MATERIAL I 1 FASCIA .0215-THK. AL 3105 - H 14 ALUMINUM 2 V CHANNEL .015.7 THK. AL 3IOS - H24 ALUMINUM 3 FCHANNELA15STHK.AL.3)04-H19 ALUMINUM 5 QUAD 4 PANEL A115 OR .0135' THICK AL 3105 ALUMINUM 6 TRIPLE 4 PANEL (.0115 OR .0135' THICK) AL 3105 ALUMINUM 7 115 x 13/4" TRIM NAIL S.S. 8 IS* GA, X 1/4" SS STAPLE twl 7/8' MIN. Emmmm STEEL 9 7 X 7 BATTEN STRIP (G=A2 OR BETTER) WOOD 10 APA B-C- GROUP I EXT.15137 PLYWOOD OR BETTER WOOD I 1 097- DIA. T-NAIL (w/ Sff MIN. EMBEDME STEEL 12d X 34/4' H.D. GALV. STEEL COMMON NAIL 0 24" O.C. w/ I V C MIN. EMB. DETAIL " H " I X2 VBUICAL FRAMING (G>:.421 ATTACH w/ 2-0d COMMON NAILS 0 TOP TO ROOF FRAMING STAPLES INSTALLED 0 DID OF PANEL AND B' MAX O.C. SEEDETAIL-J I C. MAX. ---r LMAIL " J" DETAIL " I" ROOF CVERHANG SPAN - A 1 ROOF FRAMING 1 II I Ski rE Go zSmommL- B- g o pp zd SHEET J) 1 3 a L, mnn V y C Z I4ppEiJy H. D. GALV. STEEL 4_ EMU OR COMMON NAIL 0 24" O.C. SEE DETAIL - A' / W000 w/ 1-J/4' MIN, we.. SHE=f 3) L FRAMED J/ CONTINUOUS SEE DETAIL - H- BATTBd 0 Cl 4-- SPAN SIDE VIEW - DOUBLE SPAN w/BATTEN STAPLESINSTALLEOOEND OF PANEL AND Show" w/ mmViramng cantilever) T MAX. O.C. SEE DEFAL-J 9 SPAN " a TWIN SPAN LENGTH w/ CONTNUOUS BATTEN A' DESIGN PRESSURE (PSF) POSMVE NEGATNEGATIVE' 16" 70.0 70.0 IE" 66.5 66.5 20" 60.0 60.0 2r 54.5 54.5 24' 50.0 50.0 SEE OEFAIL"G' SIW 41 ROOF FRAMING SEE NOTE 2 I I crnl OR WOOD SEEDFfA0.' I' 8 TT KAMM SEE DETAO, A SHEET 3) SIDE VIEW - DOUBLE SPAN w/BATTEN CONNECTOR NOTES: (Shown w/ Ws/framing overhang) I. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED SUBSTRATE NOTES: BY THE ARCHITECT OR ENGINEER OF RECORD 1. W000 SUBSTRATE G = 0.42 OR BETTER 2. 12d COMMON NAZI OR 3/16' TW TAPCON CONCRETE SCREW I MASONRY SUBSTRATE: 3.000 PSI CONCRETE (ACI 301) MIN. I -I /4' EMBEDMENT) 0 24" ON CENTER OR HOLLOW BLOCK (ASTM C90). L. ? 9 09 1 i I". JK o or LFS ; 6210 ea. It 0 FL- 12019.1 °a v 5 or 5 n R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, Fl. 33S95 Phone 813.659.9197 Florida Board of Proressional Engineers Ccnilicate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category 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 I 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. Llm/tadons: 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. Test Report No. Test Standard TEL 01190073 ASTM E330.02 2. Drawina No. Prepared by No. FL-12019.1 RW Building Consultants, Inc. (CA 09813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance 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 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt. P.E. t ttotterry0SGP1 oi s r`C 1: !V g:• I1J 43:104) ems AU ayndon F. Schmidt. P.E. O STATEE OF ; FL PE No. 43409 411/2015 C?v` IWis 60N AL w Florida Building Code Online Page 1 of 3 18504.2 ProfessionalBusiness & r r N rma BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I slats 6 Fads Publications ( FBC stag [ BaS site Map Links Search Product Approval0USER: 0 Public Userr Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL1BSO4 Application Type New Code Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsithnger@miwd.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 2 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 I 1 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 FL18504 RO COI FL COI.Ddf 1710.5.3 Method 2 Option B https:Hfloridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQgi... 9/6/2016 1 Florida Building Code Online Page 2 of 3 4 III Date Submitted 09/01/2015 Date Validated 09/01/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 FL it IModel, Number or Name 18504.1 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 Description M-1926 Horizontal Mullion Single, Twin or Triple with Transom Installation Instructions FL38504 RO II M-1926 Horizontal 08-01455A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18504 RO AE 512079A.Ddf Created by Independent Third Party: Yes 18504.2 M-1926 Vertical Mullion M-1926 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 RO II M-1926 Vertical 08-01445A.Ddf Approved for use outside HVHZ: Yes Venfied By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84', Impact resistant up to Wind FL18504 RO AE 512069A.Ddf Zone 3. I Created by Independent Third Party: Yes 18504.3 M-2285 Horizontal Mullion M-2285 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 RO II M-2285 Horizontal 08-01834A.odf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum span - 120", Impact resistant up to Wind FL38504 RO AE 512521A.Ddf Zone 3. Created by Independent Third Party: Yes 18504.4 M-2285 Vertical Mullion M-2285 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 RO II M-2285 Vertical 08-01833A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL38504 RO AE 512520A.odf Zone 3. 1 Created by Independent Third Party: Yes 18504.5 M-2302 Horizontal Mullion M-2302 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use In HVHZ: No FL28504 RO II M-2302 Horizontal 08-01456A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 156-3/8% Impact Resistant up to FL18504 RO AE 512080A.Ddf Wind Zone 3. Created by Independent Third Party: Yes 18504.6 M-2302 Vertical Mullion M-2302 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 RO II M-2302 Vertical 08-01447A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84', Impact resistant up to Wind FL18504 RO AE 512071A.Ddf Zone 3. 1 Created by Independent Third Party: Yes lade Neri Contact us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer Copyright 2007-2013 State of Florida. .• Privacy Statement :: Accesslbillty SIAjCar t Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity Instead. contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S must provide the Department with an email address If they have one. The mails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to https://floridabuiIding.org/pr/pr_app_dt1.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQq i... 9/6/2016 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 It you are a licensee under Chapter 455, F.S., please dick Ott. Product Approval Accepts: WEER© Credit. Card Sate https://floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQgi... 9/6/2016 NOTES. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMEIdTS OF IHC FLORIDA, BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=16 WAS USED FOR WOOD ANCHOR CALCULATIONS. 1) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3 S) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING, WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS. INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT 6) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN. MULLION MAY BE USED IN 11ORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT, DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT 114 STEP 2. MULLICN RATING MUST BE EOUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP I. TRIBUTARY WIDTH - W1 I W2 2 REVISO-S REV I PESCR"lT*I I uAh I APP"110 IAIREVISEDINSTALLATIONDETAILS08/07/15 1 R.L ANCHORING NOTES' 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1 /4" TAPCON WITH SUFFICIENT LENGTH i0 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 TO BE CORROSION RESISTANT. 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF 0=0.42 B CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI, C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GRCATER) 5) TO ATTACH MULLION TO CLIP USE (A) 110 r 1 1/4" SELF GRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED HOLES FOR SCREWS ARE NOT PRE -DRILLED BY MANUFACTURER. TABLE QF CONTENTS SHEET NO.1 DESCRIPTION NOTES CONFIGURATIONS AND DP CHART INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES ORA:1^/. VAL 40 V.L. 1 08-01445 SCALE NTS GATE 01 / 1 1 / 12 S"E'71 OF 3 SIGNED: 0810712015 NN X I . GENSF9s TAT 6E OFFZORIOP• 0N!ZSS/ ONA11E G` 107 3/e" GOMBINEO WIDTH WI -1j- W2 3" 8 FRAME HEGHT WINDOW WINDOW IMULLION SPAN) ( t 107 5/8" COL48INED WID1H W1 -- I W2 63' / FRAME LW HEIGHT WINDOW MULLION SPAN) 107 3/8" COMBINED WIDTH 1 W2 83' W J J WINDOW FRAME HEGt+ T W/NDO WINDO MUILUGH fj SPAN) I P Wl -- i W2 107 3/8' COMBINEC WIDTH Design P M rating (P9) Units anchored Into wood fuming Mullion span On) TributarywldthOn) 18.13P13O. 0 36. 00 4200 4R00 5213 2A 00 130. 0 130.0 130.0 130.0 130.0 37.38 130. 0 127.2 127.0 127.0 127.0 49.63 120. 7 77.9 73.8 72.1 72.0 6200 924 56. 0 51.5 46.6 47.4 65.63 86. 5 51.7 47.3 A 43.0 7200 77.8 45.6 41.4 38.5 37,0 84.00 62. 1 33.1 29.1 26.3 24.9 107 3/ S" COMBINED WIDTH W1 W2 FRAME Lw WINDOW HEIGHT MULLION f SPAI14) f 1073/ 6" COMBINED WIDTH W1 I [ W2 ! S3 J J WINDOW / FRAME HEIGHT MULLION SPAN) W 1 -- I F-- w2 107 3/8- COMOINEO WIDTH 1: iAykf- c'. 4EY OESCRWTION are I 7PROVE0 I REVISED INSTALLATION DETAILS06/07/15 R.L. COMBINED 107 3/ g" WIDTH F_ W1 W2 1 83' 1 WINDOW FRAME HEIGHT WINDOJf WINDOW MULLION SPAN) Wi W2 107 3/8" COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED t07 3W AS SHOWN HEREIN. Design P4 - rating 007 Units anchored Into nlaaanry/oonerota Mullion Won pn) Tributary W3 21501 Mdth 36.60 142. 00 In) 4R00 SZ13 2100 130.0 130.0 130.0 130.0 130.0 130.0 27.38 130. 0 130.0 130.0 130.0 130.0 130.0 49.63 130. 0 130.0 130.0 130.0 130.0 130.0 6200 130.0 115.4 87.8 79.3 73.9 71.5 6563 130.0 96 6 729 65.5 60.5 58.2 7200 99.3 72.4 Sd.0 46.1 44.0 42.0 84 00 62. 1 45.0 33A 29.1 126 3 24.9 LARGE AND SMALL MISSILE IMPACT LEVEL O, WINO ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND 00 NO T INCLUDE FLANGE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030- 0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND DP CHARTS ONAWN. Owe NO. V.L. 1 08-01445 SCALE NTS PATE 01 / 1 1 / 12 ISmw2 OF 3 SIGNED: 08M7.'2015 o ORI: 2 1/2" MIN 1" MIN EDGE DISTANCE SEPARATION MASONRY/CCNCRETE BY OTHERS I I A 1 1/4" MIN. EMBEDMENT I I J J 1/4- TAPCON CLCPT5796 SECT M-1926 MULLION SECT5796 CLIP J 910 WOOD SCREW I I I 1 3/8 MIN I /Z" MIN - WOOD FRAMING/ EDGE DISTANCE 2X BUCK OBYO VERTICAL CROSS SECTION OTHERS MASONRYiCCNCRETE AND KVOO FRAMING INSTALLATION 3 3/4" 3/6 2" L 7/ T-- SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125' THICK 2X 01/4" 3 3/4" 2 1/4"- 3/8" 7/15" f 2X 01/4" I1I/7 I 7/8" T 1 1/2' r i W OESCP"PnON are APPROVE0 REVISED WSTALLATIOM DETAILS 08/07/15 R.L. 3 1/4" - 3 1/4" 4- SECT5796 CLIP MT000022 CLIP FOR WgOD FRAMING INSTALLATION 160A (.0637 GALVANIZED STEEL ALUMINUM 6063-T5.125' THICK 2 3/s".1 SECT M-1926 MULLION ALUMINUM 6068-T5.125' THICK SECT5796 OR IAI000022 CLIP SECT5796 OR MT000022 CLIP CLIP INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS CRA*4' VNC W0. V.L. 08-01445 SCALE NTS IDAE 01/11/12 S'"T3 OF 3 SIGNED: 0"7)2015 5`Ilk. IL/D i INN 0EPONSF'P p TATF • e zSs,ONA j1 aG\`` L. Roberto Lomas P.E. 233 W Main St Danvillc, VA 24541 434-688-0609 rllomas@lrlomaspe.com Manufacturer: MI Windows and Doors, Inc. 650 West Market St Gratz, PA 17030 Product Line: M-1926 -Vertical Mullion Engineering Evaluation Report Report No.: 512069A 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 61G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-01445 revision A prepared, signed and sealed by Luis Roberto Lomas P.E 2. Mullion analysis report No. 512069-1 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 1/8" 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 -Rome 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 0"1445 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 producl(s). 1of1 S RI I iLl0,/// i 0,51 TAT OF ; cv 0'•:cZOR101:• Luis R. Lomas, P.E. FL No.: 62514 08/07/2015 NOTES. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF TILE ARCHITECT OR ENGINEER OF RECORD. 3 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BF. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SIIIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 14.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 18 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 18644 03 1 M'vlgous ftv I DEScmPOW I CAFE I • "OVE0 15 FOR ANCHORING T14ROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITII 2 1/2" MINIMUM EDGE OISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE 08 SMS OR SELF DRILLING SCREWS WITH SUFFICIENI LENGIH 10 ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVIFY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C.MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 16GA (.060" THICK), 33KS1 OR ALUMINUM 6063-T5 .058" THICK MINIMUM 19. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. 20. THIS PRODUCT IS ALSO LABELED UNDER THE FOLLOWING NAMES: 350OPW, 350OPWCHS. 350OPWMULL. 3500SP, 3540PW. 3540PWMULL, 3540PWCHS. 3540SP, 358OPW, 3580PWMULL. 358OSP, S-350OPW, S-3500PWMULL, S-350OPWCHS. S-3500SP, S-3540PW, S-3540SP. S-3540PWCHS. 1255PW, 1255PWCHS. 1255PWMULL, 1280PW. 910SP. 3500HPPW, 3500HPPWMULL AND 3500HPSP. I TABLE OF CONTENTS 1 SHEET NO. I DESCRIPTION 1 I NOTES 2 I ELEVATIONS 3 - 7 1 INSTALLATION DETAILS 1 SIGNED: 0211112016 M650 IWDOWESTMARKETS D DOORS R 11C1o q i TREET GRATZ, PA 17030-0370 NJJ S r,•GENS ,P 0 6OFSERIES3500PICTUREWINDOW 60" X 96" NON -IMPACT NOTES p TATk> 4 O ••..e i's. 0R10': G • 01aWe. oMc r4) atv 08 5022r858 i/s ONA110\ Scut arcNTS 02/02/16 1 OF 6 RMONS Rev rt.SOmv Dv are ewRorto 60- MAX. FRAME WIDTH 6" MAX 24" MAX 0 C. I-- I 6" MAX 1 1 6" MAX Z 24" MAX SEE CHART N1 FOR NUMBERS OF ANCHORS CHART k 1 Number of anchor locations required 96" Frame Fromo width (in) MAX Height 36.00 42.00 1 4900 54.00 (IM00 66.00 1 72.00 1 76.00 64.00 1 00.00 06.00 FRAME n) Hand Jamb Head Jamb Head Jamb Head Wamb Hoed Jamb Heed Jamb Hood Jamb Hood Jamb Head Jamb Head Jamb Head Jamb HEIGHT 24.00 2 2 3 2 3 21 2 2 4 1 2 4 2 1 J0.00 2 2 3 3 2 4 2 4 2 5 2 5 36 00 2 3 3 2 3 2 a 2 4 2 a a 5 2 5 2 12.00 2 3 3 3 3 4 3 4 3 4 3 4 5 3 5 3 46.00 2 3 3 3 3 3 3 3 4 3 3 4 3 4 5 3 3 S4.00 3 3 1 3 3 3 4 3 4 4 4 3 5 3 60.00 2 3 3 3 3 3 3 3 3 3 4 3 M44 3 5 3 66.00 2 4 4 3 4 1 4 5 4 72.00 4 3 4 4 1 4 7d.00 2 4 4 4 4 84.00 2 4 4 4 4 3 5 5 00 2 3 1 5 6' MAX SERIES 3500 PICTURE WINDOWtD SS EXTERIOR VIEW FINLESS 6 FLANGE INSTALLATION OES/GNPRESSURE RATING IMPACTRATING ..1) I 6L44C /\Z 1, w SIGNED: 07111/2016 t50.0PSF NONE M650 IwDOWESTM RKED DOORS ``\\J`SIIft. L O STREET GRATZ. PA 17030-0370 ` r,•\GEM4'. Pik SERIES 3500 PICTURE WINDOW __ *4RAT4 6 60" X 96" NON —IMPACT IXNOTES: ELEVATIONS OF *w: I. MAXIMUM D.L.O.: 56" X 92" WORAwh' P t` S" 2. 2 i 4" X I 2" WEEPSLOT AT 2 1 2" FROM END GLAZING CHANNEL. ' owc aEv /// s • • RIO " 1 , N" 3. (2) 1/ X 1/8/ WEEPSLOT Al 2 1/2/ FROM EDGE OF SILL FACE N.G. 08-02858 — J s/ NAL fG\\ Suaa NTS -- 02/02/16 s--2 OF 6 / /olllllll\\\\ a I 7/16" MIN EDGE DISTANCE WOOD rRAMING OR 2X BUCK METAL BY OTHERS 1 1/4" MIN STRUCTURE4EMBEOMENtBYOTHERS APPROVED SEALANT BACKER R00/4" MAX. APPROVEDSEALANTHIM SPACE EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 18 WOOD SCREW EXTERIOR INTERIOR SILT. TO RE SET IN A BED OF APPROVED SEALANT 1/4" MAX BACKER RC APPROVE HIM SPACE SEAIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATOV NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLAR" 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 ME STRUCTL BY OTHE 5/8" MIN EDGE DISTANCE 1 1/4" MIN. 1/4' MAX EMBEDMENT SHIM SPACE 1_ 7/16" MIN. EDGE DISTANCE 18 WO00 - p8 SMS OR SCREW SELF DRILLING SCREWS WOOD FRAMING RcASIas oE=IPMN WTE I APPR"o 1/4" MAX. SHIM SPACE INTERIOR INTERIOR OR 2x BUCK EXTERIORBYOTHERS BACKER RO0 APPROVED SEALANT SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF WOOD FRAM/NOOR2XSUCK INSTALLATION APPROVED SEALANT o i/4" MAX. 1/ 4" MAX. I JSIIIM SPACE SHIM SPACE INTERIOR 5/ 8" MIN. EDGE DISTANCE 8 SMSI OR SELF DRILLING VERTICAL CROSS SECTION SCREWS METAL STRUCTURE INSTALLATION METAL STRUCTURE BY OTHERS 1 / , BACKER EXTERIOR APPROVED y ( V,s &APPROVED sSEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0211112016 M65oWINDOWS D DOORS RI LO, ESTMARKET5v GENSF'98+ GRATZ, PA 17030-0370 ter SERIES 3500 PICTURE WINDOW 560" X96" NON —IMPACT 4TRAT FINLESSINSTALLATIONDETAILSOF : N. G. oNo No. 08- 02858 REV 0R zzFSS10NAL1` scxcNTSo"'F 02/02/16 E'3 OF 6 RRLMSRONS DESCOUPION 2 1/2" MIN _J COGC DISTANCE 1 CONCRETE/MASONRY CONCRETE/MASONRY 1 1/4" MIN. BY OTHERS BY OTHERS EMBEDMENT 1 1/4" MIN. OPTIONAL IX BUCK 1/4" MAX. OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 — 7 SHIM SPACE SEE NOTES 3 — 7 T SHEET 1 SHEET 1 3/16" TAPCON INTERIOR BACKER RODB APPROVED SEALANT 1/4" MAX' SHIM SPACE 3/ 16" TAPCON EXTERIOR INTERIOR SILL TO BE SET IN A BED OF BACKER ROD APPROVED SEALANT B APPROVED SEALANT o 1/4" MAX. OPTIONAL IX BUCK SHIM SPACE SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS e a VERTICAL CROSS SECTION CONCRETEA MSONRY INSTALLATION BACKER ROD do APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/IUASONRY INSTALLATION EXTERIOR DATE I APPRMEO 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT SY OTHERS TO BE "` FFFJJJ rY OESIGNED IN ACCOROAACE WIiHASTM E2112 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 PICTURE WINDOW 60" X 96" NON —IMPACT FINLESS INSTALLATION DETAILS DRAWN: ox, rm. N.G. 08-02858 wuF NTS -- 02/02/16 1-- OF 6 SIGNED. 0211112016 J\\\`? I R i I` f SF 9Tp ir• 0 ST(AATTE OF ;te 00R10"; • i 7/16- MIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK METAL BY OTHERS 1 1/4" MIN STRUCTUREEMBEDMENTBYOTHERS APPROVED SEALANT BACKER ROD APPROVED SEALANT 1/4" MAX. SHIM SPACE 8 WOOD SCREW EXTERIOR EXTERIOR INTERIOR SILL TO BE SET IN A RED OF APPROVED SEALANT BACKER ROD 1/4" MAX. BACKER ROD APPROVED APPROVED SEALANT SHIM SPACE SEALANT T METAL---_ 1WOODFRAMING STRUCTURE OR 2X BUCK OY OTHERS BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARITY. E PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 5/8" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE 1 1/4" MIN. EMBEDMENT 7/16" M_ EDGE DISTANCE 8 SMS OR # 8 WOOD SCREW SELF DRILLING SCREWS WOOD FRAMING INTERIOR OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE yl o 644. 03 lJ4 S 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER R00 APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 /4" MAX. SHIM SPACE 5/8- MIN. INTERIOR EDGE DISTANCE Q8 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS BACKER ROD EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0211112016 2 1 /2" MIN EDGE DISTANCE - CONCRETE/MASONRY BY OTHERS ° n ••' , 1 1/4" MIN, OPTIONAL IX BUCK d EMBEDMENT SEE NOTCS 3 - 7 SHEET 1 BACKER ROD 1/4" MAX, APPROVEDLmiaA SHIM SPACESEALANT EXTERIOR 3/16" TAPCON INTERIOR SILL TO BE SET IN A BED OF BACKER R00B APPROVED SEALANT APPROVEO SEALANT 1/4" MAX. OPTIONAL IX BUCK SHIM SPACE SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 3 VERTICAL CROSS SECTION CONCRETEANASONRY INSTALLATION I acvmoN9 REv I OESC10PTgN I aac I APPROVED CONCRETE/MASONRY 1 1/4" MIN. BY OTHERS EMBEDMENT OPTIONAL 1X BUCK 1/4 MAX. SHIM SPACESEENOTES3 - 7 SHEET 1 3/16" TAPCON a' INTERIOR 2 1/2" MIN. a EDGE DISTANCE L BACKER ROD EXTERIOR APPROVED SEALANT JAMS INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES.,+' C 1, INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 PICTURE WINDOW 60" X 96" NON —IMPACT FLANGE INSTALLATION DETAILS MAWN: owc Na N.G, 1 08-02858 saaE NTS O"E 02/02/16 1 sm'R6 OF 6 SIGNED: 0211112016 v `'gip E NS'•.9Jii 0 6 ••*: o0OF ; &` ONA j1 o\' w Florida Building Code Online fETT6 Page 1 of 4 F D""'T""(p BCIS Moore I Log In I User Registration I Mot Topics I SuDmlt Su.M ge I Stats a Facts I PuDlkallms I FBC Staff I Bay site Map I Links I Search I Busines aProfessi - al USERProPub Approval USER Public User Regulation Product Approval Menu > Product or ApplKatbn Search > Application List > Application Detail 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 Ext2560 bsitlinger@miwd. 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. Urich, PE 14 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/ WDMA/CSA 101/1.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/03/2015 Date Validated 12/04/2015 Date Pending FBC Approval Date Approved 12/06/2015 https:// floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6f G 1... 5/26/2016 A Florida Building Code Online Page 2 of 4 Summary of Products FL d Model, Number or Name Description 17676.1 3540 SH 36x74 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 36x74.Ddf 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 FL17676 R2 11 Install - 3540 SH 36 x74 Fin.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 36x84.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 36x84.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Umits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 40x66.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2016 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 Il Install - 3540 SH Fin 40x66.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x63.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R2 11 Install - 3540 SH Fin 44x63.Ddf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.5 13540 SH 144x72 Fin Frame I 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. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 44x72.Ddf Quality Assurance Contract Expiration Date 08/01/2017 Installation Instructions FL17676 R2 II Install - 3540 SH Fin 44x72.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.6 13540 SH 1 44x84 Fin Frame 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. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 44x84.Ddf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https:Hfloridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGI... 5/26/2016 Florida Building Code Online Page 3 of 4 Evaluation Reports Created by Independent Third Party: 17676.7 3540 SH S2x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 52x84.odf 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. Units must be glazed in accordance with FL17676 R2 11 FL17676 R1 11 Install - 3540 SH Fin ASTM E1300-04. 52x84.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R2 II 08-01252B 7.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511854E 1252.Ddf Created by Independent Third Party: Yes 17676.9 3540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 FLS 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40 FL17676 R2 II 08-01372 511989.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511989 3540 FLS 36x84.odf Created by Independent Third Party: Yes 17676.10 3540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R2 If 08-01247B I0.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 512849B 1247.Ddf Created by Independent Third Party: Yes 27676.11 13540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 48x96.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R2 11 08-01371B 11.Ddf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511988B 1371.Ddf Created by Independent Third Party: Yes 17676.12 13540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x62.0df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2017 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL17676 R2 11 08-02269A 12.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Florida Building Code Online Page 4 of 4 IFL17676 R2 AE 513015A 2269.odf Created by Independent Third Party: Yes 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x72.Rdf 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 FL17676 R2 11 08-02270A 13,Ddf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 513016A 2270.odf 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 FL17676 R2 C CAC APC 3540 FLS 52x84.0df 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 FL17676 R2 II 08-01514 512141.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 512141 3540 Fls 52x84. 2df 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 FL17676 R2 C CAC APC(12775)A2726.01-109-47- Approved for use outside HVHZ: Yes R2 C7326.01 3540.AWS.IG.F]N.48X72.R35.(072016) Impact Resistant: No Rey.odf 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 FL17676 R2 11 Install Instructs - 3540 SH FIN 48x72 (As Tested).odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 CHS Fin 108x74.0df 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 FL17676 R2 11 Install - 3540 SH CHS Fin 108x74.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: W Neat Contact lls :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850•487.1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall 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 850.407.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455. F.S., please click here . Product Approval Accepts: 10"® CredlSAF E https://floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Validates 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 The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval Is based tin 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 TESTEDAAMAMIDMAICSA1011I.S21A440-08 LC-PG40'-914x2134 (36x84)-H Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION MI Windows & Doors, LLC 3540 SH (FINLESS) FRAME SASH Code: Mn 7157 PVC)(OIX)(IG)(INS GL) 914 mm x 2134 mm 867 mm x 892 mm REINF)(TILT)(ASTM) 3'0" x 7'0") 2'10" x 2'11") 2. This Certification will expire July 27, 2020 (extended from July 27,1015 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.: B1910.01-109.47 Date of Report: August 15, 2011 Date: April 16, 2015 Cc: AAMA JGS ACP-04 (Rev. 1111) Validated for Certification 4, 4W oG ted Laboratories, Inc. Authorized for Certification T An Architectural Manufacturers Association 36" MAX. BANE WIDTH 4" MAY L I_ 1 ANCHORS TO BE EQUALLY SPACED. SEE ANCHOR CHART SHEET I FOR UTIIT SIZE AND ANCt,OR OUANTITY O 84" MAX. FPJ,ME HEIGHT X IJ- 1" MAX. I I— I SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.01-50.OPSF NONE Number o/ anchors required a' each emb Height in) Panel v4d1h (in) TIA 30.0 36.0 24A 2 2 2 0.0 2 2 T 30.0 3 3 3 4" 3 3 3 40.0 3 3 3 to 3 3 4 00.0 06.0 a a 72.0 4 a 5 70.0 5 04.0 S S TABLE OF CONTENTS SHEET 140.1 DESCRIPTION ELEVATIONS. ANCHORING LAYOUTS AND NOTES 2 — 3 I INSTALLATION DETAILS RC,S J.S OESCRionO•N wrc .m o-.o NOTES: I) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY :VI1H REOUIREMENTS OF THE FLORIDA BUILDING CCOE 2) WOOD FRAMING AND MAS014P.Y OPENING f0 BE DESIGNED AND ANCHORED 10 PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONR( OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3) TX BUCX OVER MASOt4PY/CONCPETE IS OPTIONAL WHERE 1X SUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. S"LLECTION OF COATING OR MEMBRANC IS THE RESPONSIBILITY CF THE ARCHITECT OR ENGINEER OF PECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEPEIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCIIOR CALCUL ?TIO`1S. 5) FRAME MATERIAL: EXTRUDED RIGID PL'C. 6) SASH UNITS MUST BE REINFORCED WIT, GVL-451-0Z,0 STEEL REINFORCEMENT. MEETING, RAILS MUST BE P.ENFORCEC WIT-1'P.F-104S-021 STEEL REINFORCEMENT. 7) UNITS MUST BE GUVZEO PER ASTM E1300-04. 3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR T; i15 PRODUCT IN WIND BORNE DEBRIS REGIONS. 9) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/15- OR GREATER OCCURS. MVXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 10) FOR ANSHOP.ING INTO MASONRY/CONCRETE USE 3/16" TAPSONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE xITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN 114 ELFVATIONS AND INSTALLATION CETAILS. I1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ?8 WOOD SCREW WITH SUFFICIEtif LENGTH TO ACHIEVE A 1 3/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DE TAJLS 12) ALL FASTENERS TO BE CORROSION RESISTANT. 13) 1NSTALLATION ANCHORS SHALL BE INSTALLED 1:4 ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SIRENrTH SPECIFIED BELOW: A. WOOD - MINIMUM SPFCIFIC .A^,RAIATY OF 0-0.0 B. CONCRETE - MINIMUM COMPRESSIM1c STRENGTH OF 3.192 PSI, C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GFY%DE N. TYPE I (OR CA?EATER). SIGNED: 1012112011 DOORSMIWINDOWSIwDOWESTtR IIC0 MMARKETGRANTZ, PA 17030=0370 J'. 4f YGEN, p,95 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW*• 0 =STEEL REINFORCED I NON — IMPACT D X 84O• ELEVATION, ANCHORING LAYOUT AND NOTES AT 5. OF ; B: ii. t s'c ORIaP or;nw,+. ar vo. 08 tEY G` iiONA1t`` p s ar_ 50 372 NTS 10/17/11 I OF 3 V BUCK/WUOD FRAMING - \ BY OTHERS. 2X BUCK TO BE PRGPERL'r SECURED 1`1414;•E r0 UE SET 0 BED OF AP PROVED SC-lLANT EXTERIOR LANGE TO BE - SET IN BED OF APPROVED SEALANT I MAr. j SHIM HELD IG BE SEi IN A BED OF APPROVED CONSTRUCTION' SEL414T SILL TO BE SET IN BED OF APPROVED CONSTRUCTION -DHESNE i/4" AUx SHIM 21 BUCK/WOOD FRAMING — BY GTIiERS. 24 BUCK TVERTICAL CROSS SECTION OBE PROPERLY SECURED 2X SUCK0000 FRAMING INSTALLATION MM31 . I Rw I eMperk1h I O.IE I «aamE0 1 611N. 1/1. UA'f EN- 0E0N ENT Snlm e^ # 8 V160D SCRV:i INTERIOR 2X BUCK/k'u0D FRAMING 13Y 3rHERS. 2x BUC1 TO CE PROPERLY SECURED EXTERIOR FLANGE I0 BE - SET IN BED OF APPROVED SEALAJNT HORIZONTAL CROSS SECTION 2X BUCKANOOO FRAMING INSTALLATION NOTE. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOo;R FOR CLARITY. MI WINDOWS AND DOORS 111111fr v STREET 650WESTGRA TZ, PAA117030-0370 f vJ\*\OEmgRKET N 0,,895 # SERIES3540FINLESSPVCSINGLEHUNGWINDOWSTEEL REINFORCED -NON-IMPACT 36"' X 84 py, INSTALLATION DETAILS IA • $TAT OF ` rFS '( ORIa1. cans. o«c r.o. HEv o8 SfONA j1\ SWE G1Eso372NTS10/ 17/11 2 OF 3 NE1CM 5 CE:.YfaaiY)H OA;C I APP-01TI) taAt`IRi;'COIICn^£T£ BY OTHERS OPTIONAL 1•ti DUCK BY — 4,. < • n < OLila:s. IY BUCw TO BE DRODERLY SECURED. ZEE NOTE 3 SHEET 1 JRN:.E TO EC J o 1 j MAY. SETIN EEO OF X .J SHIM AFPROyEO SEALANT J i i; " MIN _ _ _ 1/4'• MAY HEAD iO BE SET EMBEDMENT + SHU.< IN A BED "F APPPOVEO CONSTP.U:TION SCALAMT MASONWf /COIICRETE / i° TAP .ON r BY 0II IERS `\\` I— _ INTERIOR ataaaaama A—/ EXTERIOR ~` ' I I J INTERIOR t— ~] 2 5/8" MIN J r n J EDGE Dlr. I CCU I / / MTIGIrAL 1 x BU^R BY - EXTERIOR OTHERS. IX BUCK TO BE I PROPE'r.LY SECURED SEE L FLANGE i0 BE i4OTE 3 SHEET 1 CET IN ?ED OF SILL iv 6E SET IN APPP.O'rE0 SEALANT BCD OF APPROVED HORIZONTAL CROSS SECTION f,ONSTRUCTIOM ADHESIVEµASONRYiCONCRETEINSTALLATOM L! • 4" MAX. FL%•NGE TO DE Ij — / SCIIN EEO OF C:K7=-. i SHIM APPROVED SLAtAN NOTE- INFEP.KTR AND EXTERIOR. FINISHES. BY OTHERS. OPiIGidAl iX BLCr 8( c • I/ O ERS IIORETE NOT SHOWN FOR CLARIT"e. c• • 9) Bl O1HER5 OTHERS, t c BUaK IC BE , PROPERLY SECW EO. SE'- TOTE 3 SHEET I " . MI WINDOWS AND DOORS \\\9 R clo ii 650 WEST MARKET STREET `\J\,.•••. JJ9/iceGRANTZ. PA 17030-0370=r••\GENSt; •<PVERTICALCROSSSECTION MASONRY/CONCRETEINSTALATION SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW *• o.,6i51 #= STEEL REINFORCED - NON -IMPACT 36" x 84 v• , tINSTALLATIONDETAILS 0 • $TAT OF V.L.: vAc ao. 08-01372 _ 4FOR10 aG\\ sine r.«c s Ea 1101NAj11;\ NTS 10/17/11 3 OF 3 i L. Roberto Lomas P.E. 1432 Woodford Rd. Lcwisvillc. NC 27023 336-945-9695 rllonws@lrlomaspc.comlrlomaspc.com Manufacturer: M1 Windows and Doors 650 West Market Street Grantz, PA 17030-0370 Engineering Evaluation Report Product Line: Series 3540 Finless PVC Single Hung Window — Non4mpact Report No.: 511989 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.: B1910.01-109-47, signed and sealed by Michael O. Stremmel, P.E. Architectural Testing, Inc. York, PA AAMANVOMA/CSA 101/I.S.2/A440-05 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. Umitations and Conditions of use: Maximum design pressure: +40.0/-50.0 psf Maximum unit size: 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 bome debris regions. Installation: Units must be installed in accordance with approval document, 08-01372. Certit7eation 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 ihVolved in 111e approval process of the listed' product(s). 1 of 1 s * 0,,61251 ear TAT OF ; 0'' tS : c ORIOP NAL,\ Luis R. Lomas, P.E. FL No.: 62514 11 /07/2011 I Florida Building Code Online B (sr) Page 1 of 4 BusineIs ] Professi - al BCIS Hoax I lag In I User Reglsiratlon i Hot Topic I submit surcharge i Slats a Fads i PubbcationS i FBC SUM I BOS Site Mop I LWft I SarO I Product Approval USER: Public User Regulation Pmdun a_vnrml Mmu > Predud m aeollutim Search > feeliolbn List > ^P0kbt19n 0"W1 FL # FL5302-R6 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Amarr Garage Doors/Entrematic Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 336)251-1309 danny. joyner®amarr.com Authorized Signature Brandon Gentle brandon.gentie®a marr.com Technical Representative Brandon Gentle Address/Phone/Emall 165 Carriage Court Winston-Salem, NC 27105 336)251-1308 brandon.gentie@amarr.com Quality Assurance Representative Danny Joyner Address/Phone/Emall Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner0amarr.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies 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 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Thomas L. Shelmerdine PE-0048579 Intertek Testing Services NA Inc. - ETL/Wamock Hersey 01/01/2016 Steven M. Urich, PE 1 '` Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) S!<OOdaw UK ASTM E 330 2002 DASMA 108 2005 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 2 of 4 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 N/A 302 R6 CDC FBC Sth Edition Affirmation FL 5302-RS.odf Product Approval Method Method 1 Option D Date Submitted 03/30/2015 Date Validated 03/3D/2015 Date Pending FBC Approval Date Approved 03/31/2015 FL V Nodel, Number or Name I Description 5302.1 Stratford (M600); Heritage (M950); Dwg. IRC-6009-130-11,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 FL5302 R6 II IRC-6009-110-IS Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE OD48579 Created by Independent Third Party: Yes Evaluation Reports FLS302 R6 AE IRC-6009-110-11Reoort 7-10 FI xdI Created by Independent Third Party: Yes I5302.2 I Stratford (M600)• Heritage (M950); I Dwg. IRC-6009- I DD- 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: +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 FLS-102 R6 11 IRC-6009-100-11 drawing 7-10 sealed.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15302.3 I Stratford (M600); Heritage (M950); I Dwg. IRC-6009-120-15,Thru 9' wide. IOakSummit (M650) 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 FLS302 R6 11_IRC_6009-120•SiDrawlna 7-1.0 FLodf Verified By: TON SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.4 Stratford (M600); Heritage (M950); Dwg. IRC-6009-130-15, 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: +26.7/-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 FL5302 R6 II IRC-6009-130-15 Drawing 7.•10 FL.odr 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. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 II IRC,={1009-140=15 Drawing 7-10 FLodf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 004SS79 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-35.1 Evaluation Reports https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 + Florida Building Code Online Page 3 of 4 Other: Design Pressure +31.0/-35.1, Not for use in HVHZ. FL5302 R6 AE_IRC-6009-140-IS Report 7-10 FLodf 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 5302.6 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6009-150-15,Thru 9' wide. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 11. IRC-600 -[SO 15 Drawlna 7-10 FLodf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35.6/-42.1 Evaluation Reports Other: Design Pressure +35.6/-42.1, Not for use in HVHZ. FL5302 R6 AE IRC-6009.150-15 Report 7-10 FLodf 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. 5302.7 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 Il IRC-6009-169-1S Drawino 7-10 FLodf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45.3/-51.2 Evaluation Reports Other: Design Pressure +45.3/-51.2, Not for use In HVHZ. FL5302 R6 AE IRC-6009-169-IS Report 7.10 FLodf 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. 5302.8 Stratford (M600); Heritage (M950); Dwg. IRC-6016-100-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R6 11 IRC-6016-100•IS Orawina 7-10 FLodf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.2/-17.2 Evaluation Reports Other: Design Pressure +15.2/-17.2, Not for use In HVHZ. FL5302 R6 AE IRC 016-100.15 Reoort 7-10 FLodf 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. 5302.9 Stratford (M600); Heritage (M950); Dwg. IRC-6016-I10-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R6 11 IRC-6016-I10-15 Drawlna 7-16 FLodf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.3/-20.8 Evaluation Reports Other: Design Pressure +18.3/-20.8, Not for use in HVHZ. FL5302 R6 AE IRC-6016.11 •15 ReOort 7.10 FL.odf 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. 5302.10 Stratford (M600); Heritage (M950); Dwg. IRC-6016-120-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6, II IRC-6016-120.15 Drawing 7-10 FLodf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.8/-24.8 Evaluation Reports Other: Design Pressure +21.8/-24.8, Not for use In HVHZ. FLS302 R6 AE IRC-6016-120-15 Reoort 7-10 FLodf 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. 5302.11 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-130-15, 10' Thru 16' wide. IOakSummit (M650) 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 FL5302 R6 11 IRC•6016-130-1S Drawing 7-10 FLodf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.12 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-17, 10' Thru 16' wide. Oak Summit (M650) https://www.floridabuilding.orglprlpr_app_4t]-aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/201 S 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 FL5302 R6 AE IRC-6016-140-17 reoort 7-10 sealed.odt Created by Independent Third Party: Yes 5302.13 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-140-24, 10' Thru 16' wide IOakSummit (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 +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 FL5302 R6 11 IRC-6016-140-24 drawing 7-10 sealed.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R6 AE IRC-6016.140-24 report 7-10 sealed.pd Created by Independent Third Party: Yes 5302.14 Stratford (M600); Heritage (M950); Dwg. IRC-6016-145-24, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 II IRC•6016-14S-24 drawing 7.10 sealed.ndf Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.9/-37.2 Evaluation Reports Other: Design Pressure +31.9/-37.2, Not for use In HVHZ, FLS302 R6 AE IRC-6016145-24 report 7-10 sealed.pdf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. 5302.15 Stratford (M600); Heritage (M950); Dwg. IRC-6018-110-15, 16'2 thru 18' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL5302 R6 11 IRC-6018-I10•IS Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.2/-20.6 Evaluation Reports Other: Design pressure +18.2/-20.6, Not for use in HVHZ. FL5302 R6 AE IRC-6018-110.15 Report 7-10 FL.odf 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. 5302.16 Stratford (M600); Heritage (M950); Dwg. IRC-6018-120-I5, 16'2 thru 18' wide Oak Summit (M6S0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 Il IRC-6018-120.15 Drawing 7.10 FL,odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579• Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.6/-24.5 Evaluation Reports Other: Design pressure +21.6/-24.5, Not for use in HVHZ. FL5302 R6 AE IRC•6018-120-IS Report 7-10 FL.Rdf 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. pack Ngit Contact US;: 1%0 Ranh Monroe creel, Talklracsee Fl »Iqg phone: a50.4117.192e The State of Florida is an AA/EEO employer. Copyright 2007.2013 SU4e of Florida.:: Privacy Statement :: AccesslhKty Statement :: gerund Statement Under Florida law, small addresses are public records. If you do not want your e-mail address released In response to a Public -records request, do not send elects We mall to this entity. Instead, contact the office by phone or by trod tlonal mail. If you have any ouestbns, please contact 4150.4E7.1395. •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 emaa address If they have one. The emalls provided may be used rot offktal 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 (IM. Product Approval Acceptor Wt®IB® N'curitvur imics A https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/201 S ALUITASLE ROLL" CMw1Q 17A193 V/ TV We . t r A IRT L IRR PER RAMT 16 W G I.V. RESIRNTIAL 2• 41054s 101 T: ski.• eA ."ROLLERV/e(P IRA e . NES K.0 SCREVS Ar Po 11RSMVSC"', ud CCIIIR SrDS TYPICAL iop1DCTwu_ S 1 _ _ na ATTApeP SOSYS ARA KWT (6 STRUT IS REPI1RCUl e STILE ST07FE/. 5R TAKE POI PAM 3 STYIr A.CPr r eTr/L sTRul 4Ovh d uDsSMwrcb TTADD V/ AM ILLY CAM T27 1i.• . 3/•• f Pue.s.rE la ITCAP sTslEvs EIm A14 ARA W, AT two YIP CENTER - DUTTON RAOTEI T// ( a We . a/.• srncs "I', a Tlete .TTY:1[P ICIWADSSRVSV/CO AD • VS rETiA3TwrTsaRCSWADsDKvsTTACKO V/ Ia IAG& ORASArc VV. We WX IRI, V C•R!I[K ATTACIC9 ADCRCVSATTO Elm ST" Vi Ta VV . 1V Hy WAD =REVS rR CAgIQe wAw r 7-SALL arm 07 NILOI r 7-3AIL STEEL to Nrllw IS CA RESIIIOOVL To. rOITTAIC ATTACKO V/ l We . S/•' AZ KAD Sf}M AJU V,wWeWr 6r 00 A TS y AAdf AI TIO L0CAT1pN sr fA t 0 430 pus 3) SP qTs • Am TOYIDwM (>) S/IS' 01A . 1-7/i LAC R MGqRlYC pt art/i0®t0 awp T cL•A.Re wAD¢I 12 GA GAVL STm 0 1) 1/4--7e AAOI SILK qT A OUTfb'JOOa ( u wwm c Om AWE 1• W 1 S[ t CIA" 21 OI F." 2 ToJAIO w1AOCr w ci m A. CX WN7WPAUGH TOR eb• UP TO 14' TALL DOORS M TOP TwenRN sAGaT I SIT I Om mi Or i " Ica In V .:N saw" e/ COIL pA RAC gmm A - A (sort MrVA N T. 1 MAX Off le• WIDTH IA' 11MT SHORT STION ROLLERS Vi 7n+• RETAMCR rOP 1S SHORT STCN IRLERS V/ 7iA' KTAIKR rFORw,c" O NAY[ DESPI LOU e 1P.TIREAM SIYFTS IOfWREAQO 91ARs AL Aww Mir 2T.e rSF TYPICAL BOTTOMQRROCEi/ y \ 2.e PSF TYPICALWRAWC END IOr4f_ Of ILr; a K 0 w/^ a® TEST LOADS Lr. GMT . Tt.CYm tD aTAO F TWO ( a ROVS Or TI.Rc TP 1 13 3D. POtt 2.7 O¢ 37.2 P¢ AI µ ARIA TAYN41 2 S e STR OR ¢F DID. 2 w Knot) A GA RNTR ST 70 K CAV. 31111 00 TELL[ 7/18' pM qT RMS J I) I' Ot ROLLAR OL7 N) r Y GKY. SIFL IRA OW73 rqp[ = S31 .0 TRACK MOUNTING DETAIL Ts VE+ Ts CPW Tn1Yl VEHT OCTAL 6 RL( wmeIOR NO M110 THE METHOD OF TESTING WAS IN SU3STANTIAI a ILL x 1 qpIpp ARNITA Nos ae wA.woro O n IpR/L T.AeT 14 1SeR AAOt M INAR N IA•1 A K .[e1CAt .Y6 A .NY A AIF A®Ip O •SAOI O IIC lN•• CONFORMANCE WIN THE PROCE"E DESOMO IN ASTU N w.ANP.rIs r I Ne o.eL Ic E330 ANC ANS/OASMA 105 THE PRESSURES SNOW+ ON THE;• Y1 teuAl tolm °' ITaA t6 , - 4 MODEL. ORAIMNOS MERECALCULATEDUSINGASCE7-10 ATH THE S Rme .o vARe.w t a OCR.=.AvACR.o AIM Sr. NNms a tO ITANA w s.aN. YODEL FOLLOWING PARAMETERS (5 FEET OF DOOR MSDTH IN THE EN Ie NHYIm a sew auras w.a AT 0 CA IRK (-e) "AM roam TAlR YODEL ZONE. ROOFATANYREoa.e.R.t soul. SkoeR AND SPEED NPH MSPS AIS"ND u 7T@wono ER05URE lfhL 1 B 1 C I C 1 0 1 D eAacs A A v I.Rs! TN TNI •av a AR AINISAa poa oea WMI MEAN ROOF HEIpIT 1 30" 1 15' 1 25' 1S" 25' 1 KIM INCISORS 8 0 vGO Q1 e71>< me QF m n) t/ a a HQ.- No 00485670 . GF .4• 1 2+un: eas l FL 4 m IL l•,i•I r COwT V1I6TphTATOL ITL e7R3 OAK SUIOUT w/DwaSe(e 9T71ATf'ORD r</DunSAfe N93 % a/ ODceSete F7usA ! Oak Summit P—A's OR DRAW I DO/C ww IO3 rM a ITTALOiLQvt OPTIONAL SIMRT PANEL INTERPC014TE GLAND SECTION (STRUT AND STILE LAYOUT) r aOrA STRUT LOCA10 ON ME TOP Na mlra ar GLAND SECTION MIAMMAD I V I CND •MD CEM A II-1/C V= IF OPTIONAL SWRT PANEL TW GAZED SECTION (STRAY A" STILE LAYOUTS) Io-vr No- e• I SNORT PANEL GLAZING rASTEMOt DETAIL LONG PANEL GLAZING rASrEWR DETAL N13 GaLLAZNNIIpNTG OLPLTION CROSS SECTION rw GLAZING "EETSiILMAIr1 N a1ND- DEBRIS REGION J PRO J> beadNvne NAD(00'N (RANI[ OPTIONAL Deaa INSERTSrriiNuvPROTECTIONNrTNuvPROTECTION IF OPTII AND STU-C LAYOUTS" I IN. 3/3r TICK SSB IQ (><APAS N1na AKNAAtE aql d N)WA la'. awour CLASS OC 14M .TIC DOM (OS'MAN 13'. "K NRIR UK SKM MNfl Q AIM RR N%® S[c+l?Ns m NEs Iol Or RNBOO WOOD JAMB ATTACHMENT TO STRUCTURE 3/ I . Y S' LAO ST:TRVS SIARF{MG i' rR0( ENDS TWU N.- OC. O 1/r E10EGMENT) JOLT KVR QT 2/1' . A' ART{W i• FRO" ENMS TO" ar OL 12 1/V (MEOMEN JOLTT SLEEVE ANOOt 3/2' 12-0/A' STPATIrG i' fR01 ENDS TICK 24' Or- 0 1/4• ITvm%,CMT RCOMAO (1NRFBd7) v D A- SIARTING i' rRW ENDS IN" 24' OL U VrKTI[ AL JATIa ALLACINI Nr iD NM r.ea RII(Y S{ M SOI 1/1 a r Tti SURLW aTARlPry • Nwn). USE PAIRS rASTErENS IY # PAR?) AT Si' OL (I W aDEO'RNT) JOLTS t/A' K 2-S/A• KVR-CON U• SCPEvS STARTING i' FROM ENDS. USE PARS Or FASIMERS 3, &PART) AT IV OC. (1 1/4 VMOENI) JOLT" SLEEVE - • STARTING IRON C iIEM 2A' OL 11 1/4• EMDCOIENT) 0T. USE FASTENERS rap "dlw C-SD BLOOD L. GS AND SOTS CAN BE CppNERSINC TO PROVIDE A FLUSH "MINTING SURr•CE. PREPARATION OF WOOD JAM aY OTHERS SIOICIIRE CWCETC STR11CtVRLNOLLw = GIOUICD STRIETI/ K b 1/ E' MIN 2-]/,' MIN ISTRUCTIRE 1- 161 90 •' f•. we AVA AM TRAM NO FWMATOUS N. U. MAX gm If NOTN 1AMOGHT24 a PSF ill B w 1 SI LOADS S.S , A• 32.) PSF +s :: .,ll Z1• PFL 2 KI 12I r, rLs rATrI.Nz COIF vaaTON•fAtS0. Nc TRTr! 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Enclosed Building Exp. B, 30' MRH Exp. C,15' MRH Exp. C, 25' MRH Exp. D,15' =I Ex . D, 25' MRH 155 mph 141 mph 134 mph 128 mph 1 122 mph Witnessed By: Brandon Gentle - Amarr Garage Doors; Thomas L. Shelmerdine, PE - Structural Solutions, P.A. Description of Test Specimen: A 1 &4' wide x T-0" high residential steel sectional garage door, one section wide by four sections high, each section being 2" thick by 2 1 " 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. Manner 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 I 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 l 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 1 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"x7'-0" Mode) 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 16'-0"x7'-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) 1eseoeoc Model 600, 650 and 950 doors with widths up to 16'-0" and heights up to 14'-0" e. 10 C. oL..Sfi( Short, Long, Flush, and Oak Summit Panels, which are alternate embossment patterns in the skin;.•..f, [ iVy+•f'•F.Q 8 short panel (18-1/8" x 10-5/8") or 4 long panel (38-1/8" x 10-5/8") windows (3/32" annealed 0e U; ' F • /.rV . 0 glass minimum - meets ASTM E1300-04) may be installed in 1 section ; No C F • = Submitted By: STRUCTURAL SOLUTIONS, P.A. (Florida: dba Structural Solutions of North Carolina, Inc., Firm #29412) Thomas L. Shelmerdine, PE (NC PE #14654; Florida PE #0048579) 5921- G West Friendly Avenue • Greensboro. North Carolina 27410 a (336) 856-2686 • Fax (336) 856-2687 • NC Firm #C-1096 Florida Building Code Online one- Page 1 of 3 L15-337-`0(0 AdikfaD " itimfitd ecls Moms I Log In I user ReglstraUon Mot Topics I WNW suMNMO I sues a raft I Pubikatlont I Fec Staff I ecls su Moo I Links I Search I Bus net ) ApprovalProessi - al Regulation PFCOUCiADMi"llifth 3 Pmeu&ar AiWkatton Search;> AoMtatlon Lkt > ApplkDuon oew FL # FL15332-112 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitiinger®mlwd.com Brent Sltlinger bsitiinger®mlwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1*1 Evaluation Report - Hardcopy Received Luis Roberto Lomas PE-62514 National Accreditation and Management Institute 12/31/2015 Steven M. Urich, PE r 1 Validation Checklist - Hardcopy Received Slanda d YAK AAMA/WDMA/CSA 101/I.S.2/A440 2005 Wl 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 OYes ONo UN/A https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdW1... 7/20/2015 r Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 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 fl I 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 FL15332 R2 II 08-OOSOOC:odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports, Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 •AE 510807B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96'x8D" NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No TI-1.5332 RZ •11 08-00498C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 5108058.Ddf 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 FLIS332 R2 11 08-02248A.odf Approved for use outside HVHZ: Yes Verified By: Luls Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512968A.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 11 08-02249A.od[ 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 FL35332 R2 A 53 969A.odf 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 FLIS332 R2 11 08-02250A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2. AE 512970A.odf 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 FLIS332 R2' 11 08-00499C,odf' Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2'•AE 510E06S.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes i I15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD https://www.floridabuilding.orglprlpr_app_dti.aspx?param=wGEV XQwtDgtH8572gvdWI... 7/20/2015 V Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 11 08:00501C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL35332: R2 AE 5108088.0df PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGO XXX 143"x80' NOW REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No FL15332- R2 11 08-00502C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332• R2 AE _I 809B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No fl15332 R2 11 08-00503C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 510810B.lidf PRESSURE RATINGS Created by Independent Third Party: Yes Contact Us :: 1940 North Memee SUKt_ TNlahasswe FL ]2399 Phone: 804117.1 B24 The State of Florida Is an AA/EEO employer. Coordaht 2007.20111 State at Florida.:: Privacy Statement:; accessibility Statement:: Refund Statement Under Florida law, entail addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, Ilmsees licensed under Chapter 455, F.S. must provide the Department with an email address IF they have one. The emalls provided may be used For official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emaill address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please click pill=. Product Approval Aecepb: SM-03® Cred t,Q https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdW]... 7/20/2015 FEvsomS REV OESCPoo7104_ -OAIE •PPRONEO ADDED CHARS 03/05/12 R.L" E REVISED PER NEW TESTING 10/29/13 R.L. NOTES: C ADOEO FLANGE AND FIN INSTALLATION 12/06/13 R.L. 1. THE DRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE;- 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE -FRAMING AND MASONRY OPENING IS THE RESPONSIEILITY Or' THE ARCHITECT OR ENGINEER Of RECORD, 3, IX SUCK OVER MASONRY/CONCRETE IS O°TIONAL. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIEIUrY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN Of THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5., FRAME MATERIAL: EXTRUDED ALUMINUM 6063-TS, 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN KIND BORNE DEBRIS REGIONS. S. SHIM AS REOUIRED Al- EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIN. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM. ALLOWABLE SHIM STACK TO BE 1 /4 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE; LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TA -CONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITrI SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL --ASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 E. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0, METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063—T5 1 /8" THICK MINIMUM 15, APPROVED CONFIGURATIONS. OX, XO. XX. XP, PX, XIP, PIX SIGNED: 12/06 2013 MI WINDOWS AND DOORS LLC §\ [0/%% 1001 W. CROSBY RO CARROLLTON, TX 75006 ` ,,••GEN gF•44p ; SERIES 420 REINFORCED SGD *•'• 0TABLEOfCONTENTS _ ., SHEET NO: - DESCRI-TION — - - - NOTES u E OF I - NOTES CPA".-- ovc Ro, 'E" ' ,;:2ORtOt::p?` 4 10 INSTALLATION DETAILS s E NTS ° 02/23/09 08 SOU.' 1 OF 10 C /41 i Nli;ll```` _ f— I Fi HI 6' MAX 96- MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS OER LOCATION SEE CHART #5 r FOR NUMBER OF LOCATIONS REQUIRED l 6' MAX LAX AME IGHT 6" MAX I SERIES 420 REINFORCED SGD. EXTERIOR VIEW DESIGN PRESSURE n IMPACTRATING 40.0PSFNONE WITH 2.49P' SILL SEE CHARTS II AND 42 FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING IMPACT RATING 25.01-28.6PSF NONE WITH I.la"slu SEE CHARTS 40 AND Rt FOR OTHER UNITS RATINGS 6' MAX CHARTrI WITH 2.1/32' SILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED, C= AVITP 0 even 1 OeLd n III cAln Fmm aae Reams lWa Hoot am am SLO /zo 7m9O laoo 1 4&0 1 911. Pas Alp I fts I N.s Pos Ng Np 0 40 6 0 s0 0 0 A 00 ZO 40.91 1! 4au a. t CHART a WITH2442'SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED, SEE NOTE 9 SHEET 1 Ossl Malt Rw WMV FOIWand Total Fame WHIN ON _ o 3" IZo ILA mm 41A0 nou Pes N Pas ag Pas I Np 00. s0. Sa S22 522• sA la 0 1• 1 • S ZO W.G I WZ 1 51.9 1 513 46.4 4e.4 42A Z. uA W.1 9 eeaoas o ow>icr OA;E w?NeVED — ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 RA.; ADDED FLANGE AND FM INSTALLATION 12/06/13 R,L. CHART 03 WITH 1-Pr SILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. ccc u = a cuce . cflnt Rm ane Total Vrdel ow xQ 4zo laoo laao Poa Alq Pos AAis Pas Ng 00 O 52 A 39.3 A i 449 1 233 1 STJ2" ls.0 NL7 A' 1 35. 0 1.4' 25. A CHART 04 WITH 1.1/2'SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED, SEE NOTE 9 SHEET 1 CHARTOS 1.. mm 11=3 L=N 11111mu-rm NELULM 0 0 KZI9=73 NEL77 ffM l 0 Ei m®Q.S=' mK= N0 srolseCbor.lew e0sna ns' Ftpo 3 a go- Ko N5. 41NLesCmaA) s s eSLOeIoHows- aL I e s 6 6- 6 e saoaaaa F.A. MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON, TX 75006 SERIES 420 REINFORCED SGO 96" x 96" ELEVATION 08-00499 s"EE' 2 OF 10 M FR HE 96- MAX FRAME WIDTH ANCHORS TO 9E EOUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART N6 6. MAX FOR NUMBER OF LOCATIONS REOUIRED 6" MAX 6" MAX 6" Ax 4E IGHT SERIES 420 REINFORCED SGD EXTERIOR VIEW DESIGN PRESSURE RATING OAPACT RATING f40.OPSF ' NONE WITH 2-14r SILL SEE CHARTS f i AND 12 SHEET 2 FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING IMPACT RATING 1 ; a01-28.6PSF NO WITH I -VP SILL SEE CHARTS FJ AND /4 SHEET2 FOR OTHER UNITS RATINGS atiear+s AOOEO Ce"Ts 03/05/12 R,L. REVISED PER NEW TES-,I'TG 10/29/13 R.L. ADDED FLANGE AND FIN INSTAL}TION 12/05/13 R.L. CHART W Number alanNm locaMawrMilreO tithe fond Ole Toad UIL N19h CW Fame HOW PIl MO MO 4i0 4e0 f0.0 7!0 KO e111.0 NSS I Jamb H&S Jamb MIS IJ&Mb H&S Jamb a4.o 4 e s e e e e e eeo s e s. e_ e. e e e 120 s e S e e e e e w0 s e s e e e e e 5 3/8' j 1/3z" i 21/32' SILL ALUMINUM 6063-T5.055 THICK 1 1/2• SILL ALUMINUM 60636T5.058 THICK MI WINDOWS AND DOORS LLC 1001 W. CROSBY AD CARROLLTON, TX 75006 SERIES 420 REINFORCED SOD FIN ELEVATION F.A. 08-00499 SU41 NTS I °''TE 02%23i09: s„E:-13 OF 1I i Jtitt t oa l.;: ATE tt•:2QR10*` NAjt1.O``` I WOOD FRAMING OR 2x SUCK BY OTHERS R10 WOOD SCREW 10 WOOD SCREW I WOOD FRAMING OR 2X SUCK 6Y OTHERS EXTERIOR 1/2- MIN, EDGE DISTANCE r 1 3/8- MIN., Ekl3 NENT 1/4- MAX; SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOW FRAMING OR 2X SUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINTSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A REED OF VULKEK 116 CONSTRUCTION ADSESIVE OR EOUA_ SEE SHEET 3 FOR SILT. OPTIONS 1 3/8- MIN, EMBEDMENT fl£$C91P71M DATE ADFRaYM FADOEC CRAM j03/OS/12 R.L. REVISED PER NEW TESflN. 10/29/13 R,L,, C ?ACED =}NGE AND FIN INSTALLATION 12/06/13 IFIJI_ 1 3"/ 8' MIN. 1 /4- MAX, LM6EOMENI SHIM SPACE T` 1;"2" Ml. J cDGE DISTANCE I I I0 WOOD SCP,EW WOOD FRAMING OR 2X SUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON, TX 75006 SERIES 420 REINFORCED SGO 96" x 96" FRAME INSTALLATION DETAILS yl!rri aac Aa F.A. 08-00499 5C"1 NTS I DAir 02/13/0, y"7 4 OF 10 IAfTFR1IlD oar -- — Wmovm 03/0S/17 Rx 1/4` MAX: 9 F_wSED PER NEW TESTING 10/29/13 R), METAL R1SHIMSPACECADDEOFLANGEANDFININSTALUSION12/06/13 ! IBYOTHERS STRUCTURE 1 /6' LJAY 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS SMS OR SELF DRILLING 1— SCREW S" Mli EOC.E DISTI L EXTERIOR INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARRY. 2 PERIMETER AND JOINFSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WIHASTM E2112 L TO 2E SET IN BED OF VULKEM 116 NSTRUCTION AOHESI.'E EOUAL SEE SHEET 3 FOR SILL OPTIONS 110 SMS OR SELF DRILLING SCREWS ME IAL STRUCTURE 9Y OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 420 REINFORCED SGO 96" x 96" FRAME INSTALLATION DETAILS 0.c i tcawx, Do* hc, eCY F.A. 08-00499 C NTS ;02/23/69' -E- 5 OF 10 k.. MIN: EOGL DISTANCE 1 1/4 MIN. f, ; CONCRETE/ a a• a EMBEDMENT MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL- - 1 T IX BUCK r• TO BE PROPERLY SECURED SEC NOTE 3 SHEET I 3/16" I[APCON MASONRY/ CONCRETE BY OTHERS 3/ 16" TAPCON EXTERIOR INTERIOR, SILL f0 BE 5"e f IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 3 FOR SILL OPTIONS 4 y •. T 4 1 1/4'• MIN. EMBEDMENT a 1 1 /? MIN, T EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEAIIASONRY WSTAUATION orsemma J - wTE APPvCWO ADDED CHARTS 03/OS/12 - R,1„_, REVISEO PER NEW TESTING s0/29/13 R; . OLEO FLMGE aND FIN INSTALLATION 12/06/13 •R.L. 1 1/4- MIN. . E-MBEOM ENT - 1 , - i/t" MAX. a21/2_ I SHIM SPACE INTERIOR MIN. I i:t EDGE v DISTANCE ' TAPCGN o• CONCRETE; RIASONRY 9v OTHERS 7 EXTERIOR JAMB.INSTALLATION DETAIL OPTIONAL ' X SUC,_,- V 10 2E PROPERLY CONCRETEWASONRYINSTALLATIo1 SECURED SEE NOTE 3 SHEET I NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 MI 'W NDOWS AND DOORS* LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 REINFORCED SGD 96" x 96" FRAME INSTALLATION DETAILS pawV. CN: N•3, F.A.. 08-00499 NTSIn"' 02/23/09 S""T6 OF 10 WOOD FRAMING OR 2X BUCK BY OTHERS em EXTERIOR 10 WOOD SCREW WOOD FRAMiNC OR 2X BUC! BY OTHER! 1/2- MIN. EDGE DISTANCE 1 3/ 8" MIN. EMBEDMENT L fi HIM MAX,-,' SHIM SPACE 10 WOOD SCREWS INTERIOR BE SET IN OF VULKEM 116 RUCTION ADHESIVE UAL SEE SHEET 3 FOR SILL OPTIONS MIN. IENT 1 /a MAX. SHIM SPACE EDGE DISTANCE ,fir Iri REKJ07:5 ADOEO CNARIS OJ/05112 R.L. REVISEO DER 14EW TESTING 10/29/13 i—RJ- ADOEO FLANGE AND 7R: 1NSTAUFTION ;a2/05/13 R.L., INTERIOR EXTERIORf, i l JAMB INSTALLATION DETAIL WOOD FRAMING OR 2:< BUCK W000FRAMINOOR2KII31(INSTALLATION 8! OTHERS VERTICAL CROSS SECTION WOOD FRAMNG OR 2X BUCK INSTALLATION MI WINooWw. AND LLC R,Itoy,,,,;.. i icRoser00RS CARROLLTON. TX 75006 r •GEM8,9i0r' SERIES 420 REINFORCED SGD*•, N07E5. 1. INTERIOR ANOEXTERIOR nNISHES,BYOTHER,% I 96" x 96" FLANGE INSTALLATION DETAILS OF NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE ORA". Osr6 NO. - RY %.a•QR{Cra•6t WTDESIGNEOrNACCORDANCETHASTME21l2OBC /NALti FAA s00499 G NTS02/23 ,09: 7 OF 10 I NiviSILWS DZU -- WM-G O '- A DIVI) CK4RTS 03/05/12 R.l. METAL 1/4" MAX: B REVISED PER NEW TESTING 1G/29/13 tp.L. STRUCTURE l: SHIM SPACE C A00EC FLMIGE 41140 FIN INSTALlATiON 12/06/13 R.L.' BY OTHERS I 1/4" MAX SPACE jf10 SMS OR SELF DRILLING T— SHIM i SCREW 8" MIr1, INTERIOR ECGE DISTANCE i EXTERIOR INTERIOR EE-1 Imo- I I1 SILL TO BE SET IN A BED OF VULKEM 116 CONSIRUCTION AOHESIVL 10 SMS OR -., Ll OR EOUAL SEV DRILLING SCREWS 1 10 SMS ON _ F SELF ORIL! ING M_LAL , J SCREW SEE S' 3f STRUCTURE 6Y OTHERS METAL FOR SILL OPTIONS EXTERIOR STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION i VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 91 WINDOWS' AND DOORS LLC 1001 W. CROSBY RO 75006 6. • • . ,. /- J•"' E'N ` b CARROLLTON, TX r•'•, MOTES: SERIES 420 REINFORCED SGO 0 # ' 1: INTERIOR AND EXTERIOR FINISHES BYOTHERS, NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS AT OF tr,` 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE IGDESNED IN ACCORDANCE WITH AS E2112 oltra i F.A. o•c Na 08-00499 a v C ii • •.. ii0•0 G sate a e x 4NAl``- NTS 02/23/ 09 8 OF 10 EMBEDMENT 1 1/4' MIN. WOOD FRAMING — BY OTHERS MIN, EMBEDMENT T— 1 8 WOCD SCREW 7/ 16" MIN EDGE DISTANCE g8 WOOD '\ SCREW 7/ 16• MIN T EOCE DISTANCE J EXTERIOR 114" MAY, rSHIM S-'ACE INTERIOR Ry rr s+vra,_ W" AF-ROVED A ACDED CRABTS 03/05/11 RA- 0 REVU'E0 PER NEW TESTING 10/29/13 R,L, C ADDED FLANGE sN0 FIN INSTAUATION 12/05/13 R.L. i 5/8" MIN, -- -- ECGE DIST; ' e TRIM 1 /A" i MLA, i INTERIOR EMBEDMENT MASONRY/CONCRETE -' ram_ BY OTHERS t IX BUCK 3Y OTHERS EXTERIOR ' HOOK S'IRIP 1% BUCK TO BE PROPERLY SECUR0 s/1s' IAPCON JAMB INSTALLATION DETAIL EXTERIOR PANEL INTERLOCK FRAMING OR 2X BUCK INSTALLA"ON HO.O_ K STRIP INSTALLATION MASONRYA:oNCRE7E-- i I/A" MIN, EMSEOMENT MET-L :TRUCTUPE, FRAMING BY OIHERS INTERIOR TRIM "" ` TRIM 1 /4" MAX. t 3/8" MIN. SHIM SPACE EMBEDMENT INTERIOR INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL MTALLARON SEE SHEETS 4.9, i I _ H00x ST:IP _ , C HOOK STRIP'. - 110 WOOD ram' " # 10 SELF DRILLING SCREW I, SCREW PANEI EXTERIOR PANEL INTERLOCK EXTERIOR NTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BUCK4N000 FRAMING METAL STRUCTURE MI -WINDOWS AND DOORS LLC \\R!!To- CARROLLTON. i,. " 1001 W. CROSBY RO \,\N -: •.• TX 75006 `•. y\E_NB:,p! SERIES 420 REINFORCED SGID *•': tNOTES: 96" x 96" - 1,WTEAIORANOEXTERIOAFlNISHES,BYOIT ERS, NAILFIN !k HOOK INSTALLATION DETAILS 7 E,OF, a MDT SHOWN FOR CURRY. '+ W- 2. PERIMETER AND JOINT SEALANT BY OTHERS T O BE ovc h _ _ . . O • stim OESIGNEOINACCORDANCEWITNASTME2112 gCRID:• salt NTS a'n `02/25/09 08 S00490 OF 10 C Sgo Al1t`; O`. I L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 rllomas@lrlomaspe.com Manufacturer: Ml Windows and Doors LLC 1001 W. Crosby Road Carrollton, TX 75006 Product Line: Series 420 Reinforced Aluminum SGD 96"x96" Engineering Evaluation Report Report No.: 5108O6B 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 61G20-3.005 method 1(d). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-00499 Revision C, titled Series 420 Reinforced Aluminum SGD, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: CCLI-12-119 signed by Wesley Wilson Construction Consulting Laboratory International, Carrollton, TX AAMANVDMA/CSA 101/I.S.2/A440-05 Design pressure: t40.0psf Water penetration resistance 6.0psf 3. Report No.: C1716.03-109-47 signed by Michael D. Stremmel, P.E. Architectural Testing, Inc., York, PA AAMAIWDMA/CSA 101/I.S.2/A440-08 Design pressure: t25.0psf Water penetration resistance 3.76psf 4. Anchor calculations, report number 510806-1 B, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: t40.0psf Maximum unit size: 96" x 96" Approved configurations: OX, XO, XX, XP, PX, XIP and PIX 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, 08-00499, Revision C. 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 NN`' R• LD'i 6 61 AT OF • Z70NAL. G lllllll Luis R. Lomas, P.E. FL No.: 62514 12/04/2013 Florida Building Code Online [%— Page I of 3 ProfessionalRegulation Iil l W DgWn"Id BCIS Home I too In I User RegWation . Hot Toptts I Sutvnit surcharge i Stats & Facts I PubllwUons I Fae star I BM See Map I Unks I search I Bus nes (u Pro essi nal 1i USER: Product Approval l Regulation Waeutt Aaeravat Y,enu > praeu[t at Atialk ttIm Saaten > aaalitation INt i ApplioUan DOW FL rY 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 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 Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Vivian Wright rlckw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management institute Ryan ). King, P.E. q, Validation Checklist - Hardcopy Received Standard 101/I.S.2 ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Method 1 Option A 06/13/2015 06/28/2015 Year 1997 2002 2002 2002 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI Q... 7/20/2015 Florida Building Code Online Page 2 of 3 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products FL 4t Model, Number or Name Description 15225.1 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 FLIS225 R3 C CAC 152Z5.1 NAMI certs.odf 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 15225.1-68 (6'8 Door Products), INST FL15225 R3 11 INST 15225.1-68,Ddf 15225.1-80 (8'0 Door Products) and INST 15225-68M (6'8 P11S225 R3 It INST 15225.1-80.odf Door Products Direct to Masonry) for Installation FLIS225 R3 11 INST 15225-68M.Ddf 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 FLIS225 R3 AE Eval•15225:1.68.Ddf FLIS22S R3 AE EVAL 1522S.1.80.Ddf FL15225 R3 AE EVAL 1522 -6 df Created by Independent Third Party: Yes 15225.2 b. "Construction Serles' and 6/8 Opaque Steel Door with and without Sidelites. Inswing Benchmark by Therma-Tru" and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS225 R C CAC 1S225.2 NAMI certs.Ddf 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 FLIS225 R3 It INST 15225.2-68.odf 15225-68M (6'8 Door Products Direct to Masonry) for FLIS22S R3 11 INST IS225.68M.Ddf 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 FLIS225 R3 AE EVAL 15225.2-68.odf. ELIS225 R3 AE EVAL 15225-68M.odf 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 FLIS225 83 C CAC 15225.3 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/32/2021 Design Pressure. N/A Installation Instructions Other: See INST 15225.3-68 (6'8 Door Products), INST FLIS22S R3 11 INST 15225.3-68.Ddf• 15225.3-80 (8'0 Door Products) and INST 15225-68M (6'8 EI15225 113- 11 INST 15225.3-BO.Ddr, Door Products Direct to Masonry) for Installation FL15225 R3 11 INST IS225-68M.odf' Instructions. Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04. (This product approval requires the use of "J" 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 FL15225 R3 AE EVAL 15225:3-68.odf Benchmark Door Panels.) FLI52Z5 R3 AE EVAL 15225.3-80.odf FLIS225 R3 AE EVAL 15225-68M.Ddf Created by Independent Third Party: Yes 15225.4 d. 'Premium Series' and Benchmark by Therma-Tru' 6/8 and 8/0 Opaque and Glazed Steel Door with and without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R3 C CA[ 15225A NAMI certs.Ddf 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 15225.4-68 (6'8 Door Products), INST FL1522S R3 II INST 1S225:4-68.Ddf 15225.4-80 (8'0 Door Products) and INST 15225-68M (6'8 FLIS225 R3 11 INST 15225.4-80.odf Door Products Direct to Masonry) for installation FLIS22S R3 11 INST'15225-68M.Ddf instructions. (Note - Glazing Shall comply with ASTM E3300- Verified By: Lyndon F. Schmidt, P.E. 43409 04) Created by Independent Third Party: Yes Evaluation Reports FL35225 R3 AE EVAL 1522S.4-68.Ddf FLIS225 R3 AE EVAL 122S.4.80.Ddf FLIS225 R3 AE EVAL 1S225-68M.ndf Created by Independent Third Party: Yes 15225.5 e. 'Smooth -Star' and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Thenma-Tru" I without Sidelites. Inswing and Outswing https://www.(loridabuilding.orglprlpr_app_dti.aspx?param=wGEVXQwtDgv3yVVKJZI 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 '7 part number doors and sidelites, which have been stained or painted within 6 months of installation - Excludes Opaque Benchmark Door Panels.) Certification Agency Certificate FLIS225S225 R3 C CAC IS22s 5 WAMI f:erts.Ddf Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions FLIS225 R3 11 INST 15225.5-80.0df FL15M R3 11 INST 15225-68M.6df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS225 R3 AE EVAL 15225.5-68,Rf FI t 5225 R3 AE EVAL 15225.5-80.06f FI t S275 R3 AE EVAL 15225.68M.Ddf Created by Independent Third Party: Yes 15225.6 f. "Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. Series" and 'Benchmark by With and without Sidelites. Inswing and Outswing Therma-Tru" with Transoms Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Fi IS2i5 R3 C CAC 15225.r1 NAMI certs.odf 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 15225.6-68 (68 Door Products) and Ft I S225 R3 11 INST 15225.6-68.odL 15225.6-80 (8'0 Door Products) for Installation instructions. FLIS225 R3' 11 INST 15225.6-80.odr Note - Glazing Shall comply with ASTM E3300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS225 R3 AE EVAL 15224,6-68.odf FI 15225 R3 AE EVAL•15225.6-80.odf Created by Independent Third Party: Yes oacil I Hoat Contact Us :: 190 Iloith Womoe SUOMI, TaOahassee FI. Mond: 6S0.167.1624 The State of Florida Is an AA/EEO employer. C__-rlalll 2M7.2al1 State_ of Florlda_ :: meat :: Accessibility S ate at :: Refund Statement Under Florida law, email addresses are public reowds. If you do not want your e-mall address released In response to a public -records request, do not send dMtroniC man to this amity. blstead, contact the ofnee by phone or by traditional mail. If you have any questions, please Contact $50.467.1395. 'Pursuant to SerLon 455.2750 ), Florida Solutes, effective October 1, 2012, licences licensed under chapter 455, F.S. must provide the Department with an email address a they have one. The emalts provided may be used for of cal communication with the licensee. However email addresses aril public record. It you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the Publir. To determine 0 you are a licensee under Chapter e55. F.S., please click hCEL. Product Approval Accepts: E' Cre lt r E https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV V KJZ 1 Q... 7/20/2015 NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005327-R5 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/3l/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 Inswiag/Outswing 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 specifleation and that all certification criteria has been satisfied. This product has been approved for listing within t'fcation coin NAMI's Certification Proarsm is accredited by The American National Standards Institute (ANSI). NAMI s Certified Product Latinat Inswing w w. amieer i Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswin Opaque Size Pas/Neg Rated Comments X I/S Opaque 3'0" x 8'0" 47/-47 No NCTL-210-1940-1.2.3.4/TTF-257F Single X O/S Opaque 3'0" x 8'0" 47/-47 No NCTL-210-1940-1.2.3.4/TTF-257F Sin le XX I/S Opaque 610" x 8'0" 40/40 No NCTL-210-1940-1.2.3.4/TTF-257F Double Standard Aluminum Astraizal XX O/S Opaque 6'0" x 810" 40/40 No NCTL-210-1940-1.2.3.4=-257F Double Standard Aluminum Astragal XX I/S Opaque 6'0" x 890" 47/47 No NCTL-210-1940-1.2.3.4/TTF-257F Double Coastal Aluminum Astragal XX O/S Opaque 6'0" x 810" 47/47 No NCTL-210-1940-1.2.3.4flTF-257F Double Coastal Aluminum Astragal OXO/ OX/XO I/S Opaque Door 514" x 8'0" 40/40 No ETC-01-741-10593.0/L-2173/TTF-257F Single w/Sidelites Glazed Sidelites OXO/ OX/XO O/S Opaque Door 5'4" x 810" 40/40 No ETC-01-741-10593.0/L-2173/ITF-257F Single w/Sidelites Glazed Sidelites OXXO 1/S Opaque Door 814" x 8'0" 40/-40 No ETC-01-74{-10593.OM2173/iTF-257F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8'4"x 810" 40/40 No ETC-01-741-10593.0/L-2173MF-257F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Opaque Door 814" x 8'0" 47/47 No ETC-01-741-10593.0/L-2173/TTF-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/{7F-257F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal 7 National Accreditation & Management Institute, Inc./4794 George Washington Memoria y/Hayes, VA LOU 2 Tel: ( 804) 684-5124/Fax: (804) 684-5124 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005329-I14 108 Mutzfeld 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 Bencbmark by Tberma-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 f ' ' i N i ertification om NAMile Certification Program is accredited by The American National Standards Institute (ANSI). NAMI s Certified Product LAA %ne at Inswing w rnv. am c Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswin Opaque Size Pos/Nez Rated Comments X I/S Opaque 3'0" x 6'8" 67/-67 No ETC-01-741-10703.0/L-2097/TTF-253F Single X O/S Opaque 3'0" x 6'8" 67/-67 No ETC-01-741-10703.0/L-2097/iTF-254F Sin le XX I/S Opaque 6'0" x 6'8" 40/-40 No ETC-01-741-10703.0/L-2097ITTF-253F Double Standard Aluminum Astragal XX O/S Opaque 610" x 6'8" 40/40 No ETC-01-741-10703.0/L-2097%ITF-254F Double Standard Aluminum Astragal XX 1/S Opaque 6'0" x 6'8" 47/47 No ETC-0i-741-10703.0/L-2097/TTF-253F Double Coastal Aluminum Astragal XX O/S Opaque 610" x 6'8" 47/-47 No ETC-01-741-10703.0/L-2097/TTF-254F Double Coastal Aluminum Astra al OXO/OX/XO US Opaque Door 5'4" x 6'8" 40/-40 No ETC-01-741-10593.0/L-2097/TTF-253F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 514" x 6'8" 40/40 No ETC-Ol-741-10593.0/L-2097/TTF-254F Single w/Sidelites Glazed Sidelites OXXO 1/S Opaque Door 814" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097MF-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-2097/ITF-254F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Opaque Door 814" x 6'8" 47/47 No ETC-0 1-741-10593.0/L-2097rM-253 F Double w/Sidelites I Glazed Sidelites Coastal Aluminum Astragal OXXO O/S Opaque Door 8'4" x 6'8" 47/-47 No ETC-0I-741-10593.0/L-2097/ITF-254F Double w/Sidelites I Glazed Sidelites Coastal Aluminum Astragal 1_"n r_"__ v• gran-rs National Accreditation & Management Institute, Inc.r4 94 George Washington lnem it ylr.ay%a, r n Tel: (804) 684-5124/Fax: (804) 684-5122 NAM AUTHORIZED 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/E331/1rAS202 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 u. .n_ r-..:r..-•:..., o...a..... is unere.lir.,i by The American National Standards Institute (ANSI). NAMi's Certified Product Ldstui at Inswing www.iram:cen.ucsuv"AM4.1. Glazed 6 a c.....o..v...... Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswin OiDaaue Size Pos/Nea Rated Comments X I/S 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" 47/47 No NCTL-210-1940-1.2.3.4/iTF-255F Single XX US Glazed 610" x 618" 40/40 No NCTL-210-1940-1.2.3.4rTTF-256F Standard Aluminum Astragal Double XX O/S Glazed 610" x 618" 40/40 No NCTL-210-1940-1.2.3.4/TTF-255F Standard Aluminum Astragal Double XX I/S Glazed 610" x 6'8" 47/.47 No NCTL-210-1940-1.2.3.4/TTF-256F Coastal Aluminum Astragal Double XX O/S Glazed 6'0" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4f TF-255F Double Coastal Aluminum Astragal OXO/OX/XO US Glazed Door 514" x 6'8" 401-40 No ETC-01-741-11008.0/L-215I=-256F Sin le w/Sidelites OXO/OX/XO O/S Glazed Sidelites Glazed Door 514"x 6'8" 40/-40 No ETC-01-741-11008.0/L-2151/TTF255F Single w/Sidelites OXXO I/S Glazed Sidelites Glazed Door 814" x 6'8" 40/-40 No ETC- Standa- I 6F Double w/Sidelites Glazed Sidelites Aluminum AstragalStandardAluminumAstraal OXXO O/S Glazed Door 8'4" x 6'8" 40/-40 No ETC-Ol-741-I 10r1-I'F255F Double w/Sidelites Glazed Sidelites Standard Aluuminumminum Astragal OXXO I/S Glazed Door 8'4" x 6'8" 47/-47 No 21 ETC-Oloastal Double w/Sidelites Glazed Sidelites lumina striTF-256F Coastal Aluminum Astragal OXXO O/S Glazed Door 8'4" x 618" 47/-47 No ETC-O I 255E Double w/Sidelites Glazed Sidelites Aluminum Ast15 ragal CoastalAluminumAstraalCoastalNational Accreditation & Management institute, inc.i4i7q George VTasl.11opun n.... Tel: ( 804) 684-5124/Fax: (804) 684-5122 'L(//// fJ// NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005331-115 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassidSmooth 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 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 withinNIAM11, d`a"iRwa#inn DrAn eM :a aeorMUI& t by Thn American National Standards Institute (ANSI). INAIVI "S l,erlloea rrouuct 1111r. At Inswing a ...,.o....w.....o.. Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswing Opaque Size PostNeg Rated Comments X I/S Opaque 310" x 6'8" 67/-67 No ETC-0I-741-10702.0/L-2096/CTF252F Single X O/S Opaque 3'0" x 6'8" 67/-67 No ETC-Ol-741-10702.0/1 2096/i'I F251F Sin le XX I/S Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10702.0/L-2096/ITF252F Double Standard Aluminum Astraptal XX O/S Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10702.0/L-2096/ITF25IF Double Standard Aluminum Astragal XX 1/S Opaque 610" x 618" 551-55 No ETC-0 1 -74 1 -11 008.0/L-215 I frTF252F Double Coastal Aluminum Astragal XX O/S Opaque 610" x 6'8" 551-55 No ETC-01-741-11008.0/L-215117F25IF Double Coastal Aluminum Astragal OXO/OX/XO US Opaque Door 5'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-2151/TTF252F Sin le w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 6'8" 40/-40 No ETC-01-741-11008.0/L-2151/rTF251 F Single w/Sidelites Glazed Sidelites OXXO I/S Opaque Door 8'4" x 6'8" 40/-40 No ETC-Ol-741-11 2F Double w/Sidelites Glazed Sidelites AluminumAstragalStandardAluminumAstraal OXXO O/S Opaque Door 8'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-2151/TTF25IF Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Opaque Door 8'4" x 6'8" 55/-55 No ETC-01 -741-1 1008.0/L-2151/TTF252F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal OXXO O/S Opaque Door 814" x 6'8" 55/-55 No ETC-0 1-741-11008.0/L-215 I nTF251 F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal National Accreditation & Management Institute,lneJ4794 George Washington Memorta y/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684.5122 NAM AUTHORIZED SIGNATURE: THERMAITRU 0 THERMA TRU DOORS 1 I e I"Ou*T*4l O*.. CDDCRMO . CH 43517 Smooth -Star" and "Benchmark by Therma-Tru" 6'8' SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIOELITES INS WING / OUTS WING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES Germol Notes 1. This product anchoring drawing has been developed in compliance with the 51h Edition 2014) Florida Bulding Code (FOCI excluding the Viigh Velocity Hurricane Zone-. See the Certification Agency Certificate for shies, specifications and ratings. 2. Product anchors shag be as bled and spaced as shown on detolL Anchor embedment to base material shol be beyond wag dressing stucco. foam, brick and other wag coverings. 3. Wood screws shop be installed following Installation instructions of ANSI/AF&PA NOS 2012. All other fastener types to be installed following fastener monufocturers Installation Instructions. r 105.57 MAX OVERALL FRAME WIDTH 1. s s s t 0:4 ti n {m7 o- I Ili Li A- 1 1 , s 4 i•" i` n OVERALL WIDTH 1, 1 1 8 e 8 8 6. DOUBLE W/ SIDELITES OXXO SINGLE W/ SIOEUlES Ox0 MAX DESIGN PRESSURE MAX DESIGN PRESSURE SS.O 45.0 +40.0 -40.0 37-V MM. OVERALL Iyy'°TH RT M 4. Fastener embedment depths, edge distances and center -center distances shal be as specified by the fastener manufacturer but in no instance shag they be lest than shown in cl = S Rill drawing. S 5. Where shims are used. they must be a ligid / stflr material that complies with the j S requirements of the F8C. LL 6. Positive and negative design pressure requirements for use with this drawing stag be determined by others liar specific jobs In accordance with the goveming code. 7. Site conditions not covered by this drawing are subject to further engineering analysis. FAIME OF CONNIM 5H4T R OESCRIITION I T of elevations. Oftgn pmoureS a general notes 2 6udc anchoring 3 Frame aneteoreg 4 Home onctlorYp a o moterbh 5 Haftorltal a VePoCat Cross sectam 6 V a sections SINGLE x MAX DESIGN PRESSURE 67.0 -67.0 Ti C "Av DOUBLE KX MAX DESIGN PRESSURE 55.0 -55.0 LOCK NARDWAQ M!G f SMIO M1QEt sIGNA1De r sEea:41CM KWUA/54KA1WF SERQS >7t0 OUWOs7 S3.00' MAX. OVERALL WIDTH rN K SINGLE w/SrOEL(TE OX MAX DESIGN PRESSURE 40.0 -40.0 FL - OF 4 • 4• • 94ot, \1 i I I `MULLION ~ I MULLION 11 rrri • it 4 MASONRY 4 II SHOWN FOR MASONRY { (I SHOWN FOR II rt tltl MASONRY II REFERENCE OPENING II REFERENCE I) OPENING & JAMB OPENING HEE4D I I HEAD I I I I JAMBS & JAMBS I 2X BUCK I l _ 2X BUCK t l I I 2X BUCK 114 I 114 6 II 11 MULLION 11 a 1I o 11 SHOWN FOR 11 v II a; a II REFERENCE II II II II II II II SINGLE DOOR SIN • W/SIDELITE SINGLE W/SIDELITES RUCK ANCHORING BUCK ANCHORING BUCK ANCHORING T t 1 1' I I 1 MASONRY SHOWNFOR1 FOR I OPENING TYP. HEAD JAMBS ASTRAGAL TYP• 11 REFERENCE HEAD SHOWNMULLIO 1REFERENCEII SHOWN FOR JAMBSNOT13-11II1. 2Xbwkn*LS.G.aa55. 2X BUCK REFERENCE 2X s BUCK I I 1 I I CONCRINAtlGNORNOIES: I 1. Console., d or locatwo of the comer may be ocQtnted to mobdain the min. 1 1 I 1 ASTRAGAL I I m edge di0ancocrroinvrarioinR 2Concrete andmoo Hared os'MAX. ON CEMWnNnt be odAnted to 1 rn ci I I I SHOWN, FOR REFERENCE I1 uof O maintainthemtn. edoo $stanca to martarpbllx oddtbrnl eanaele ancho s Q I I 1 I I may bo reauYed 10 orwre 1tle'MAX. ON Cf:fllElr drncrosfon o!e nee moceeded. 1 I a Concrete anchor table: i I I I ANCHOR ANCHOR Allot MIN CLEARANCE MIN. Ctp!1 ANCE TYPE yam• EMBEOML4VT IO MASONRY EDGE fO ADUCENT ANCNOR 1/r 1. 1/1' r TA CON llt0 lie1-1/ c 1• r OIT ACO N 1 II 9 II 1 DOUBLE DOOR DOUBLE W/SIDFLITES RUCK ANCHORING MASONRY BUCK ANCHORING OPENING f a W F N L oa z 2121112 N.T, 5 or• JK a' tr LFS ; 15225. 5-68 c 2 ar6 n Q C' 3' FF3F+—I F--3' I 1 I iii MULLION e i" SHOWN FOR REFERENCE A W/2X DUCK INSTALLATION O 9 W/IX BUCK INSTALLATION TYP. HEAD A JAMBS nr z oI rn 5 Ia c= v' •E. WEW 'C'-'C' SING L DOOR W/SIDELITES o in- j of IN 9' A' d i Q'•: Q22N PAIRS 30 TYP. J TYP. 1loll73.—16'I'-L-I6'-'i ' ' ..... •• `, >' TI r ; I N W/2% DUCK m a W' rn _ MULLION - ^ INSTALLATION In $ 7 d o SHOWN FOR _ Y- w a REFERENCE, w/Ix BUCK _ N ^i c i n 9 INSTALLATION O1 ` N n H X d A I X TYP. HEAD 61 v < / 2% SUCK INSTALLATION ^ ` JAMBS gd c 9 /I% BUCK WSTALlAT10N3d!! 36 C = 0 TYP. HEAD Jc JANBS = p n SEE c3Ti DETAIL '4' al SEE _ _ Wa t6 Ifi see L)-IN DETAIL 'I \ v, x DETAIL ^ - I It - SEE 1 .6. _ 12 in 5 DETAIL '2 IQ1 N i L_ I - gr _ - c3 .C" 'D" A' -e. A' WEW Y'-T' .. VIEW "D'-b' SINGLE DOOR W/S1DEUTE VIEW 'B"-'B' SINGLE DOOR I I 90AN W/ OPOM4 ONNUGAIM rASMAn rt6W fp (nP ALL scan r9 OOOit Ur1 COOw[CnONrJ SIDEUTE NOTES: 1. rho sidefte is direct set into the Iamb with (12) 98 x T pfh. wool screws. mere are (4) at each vmtical(amb, ham the top down of IISb 317. A&$* a 6C. Thereare (2) of the header at 4' from Me outside comers of the home. them are (2) of the sR, 4'hom the outside comers. 2 For optional side6to conshuction with staples. sidelite Is direct set into the lamb with (4) %" X 1 4/i 16 ga. stoles along each lamb (6' ham ends and equally spaced thereafter). CONCRETE ANCHOR NOTES 1. Concrete anchor bcotiors at the comers may be coNed to maintain the min. edge distance to mortorloinh. 2. Concrete anchor locations rated as MAX. ON CENTER' must be odlusted to maintain the min. edge distance to mWcrlotnts, additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE EM9EOMEM TO MASONRY IC AQJACENT' TYPE EDGE ANCHOR . rtw r f TAPCON. nw a TAPCON 3/16• 1-I/f r I•T/r W/ 2X BUCK 2 INSTALLATION W/ IX BUCK I INSTALLATION DETAIL AlaL '2' INSTALLATIONW/ 2k SUCK W/ IX SUCK 0 INSTALLATION C ET nFrAiL *4' L 1 SEE NOTE Jp A SHEET 3 p SEE OETAIL "3" J p 9 ASTRAGAL) , MULLION SHOWN FOR p SHOWN FOR - REFERENCE Q REFERENCE _ ONLY p jp(1 16 t8 p 16 2' p 16 5 p 5 — c r2 C VIEW C CDOUBLE DOOR W/SIOELRES moo` IN ngN :9•' y o PAIRS 30 i ^ a A' ^ 3. W/ 2X BUCK I ID o SEE OETAIL p W/2X BUCK ^ I/j '•1 `````` O ° i INSTALLATION A u •• W/ IX BUCK 912 - - u - .J. INSTALLATION t 0. ^ s u INSTALLATION W- - Z W/1X BUCK Y C W n O h E a• TYP. HEAD N uI _ AS717A INSTALLATION w u N Z 7 k JAMBS N SHOWN FOR HEAD & I JAMBS _ 1 ; REfEREONLYp — J z SEE _ pn 40 DEAIL '4' O p DETSEE oo AILW = a c I t6 p 16 -1• o Ncn n K Z 5 0 5 m WQ A' tl I VIEW 'E'- E" DO BI DOORVIEWi1'- i1' a t awe V/ 0"Oft cowwww i Z FASMOM IrW 13D MV M aonllc m oow a,re cawc7f1m) y W/ 2X BUCK 2 INSTALLATION W/ 1X BUCK o INSTALLATION 12 1 C " w/ 2X BUCK z Item DESCRIPTION Material A 110 x 2-1/2--PFH WOOD SCREW STEEL g 1 1- 4 PFH W OO C V STM C I 10 X 1 PFH WOOD SCREW STEEL t 10 x 4 LG. D SCREW Hine toFrame) STEEL 10 x 2 LC. PFH WOOD SCREW STEEL 3 1 x —t 2 L. PFH WO CREW STEEL 4 1 4 x 2-3 4 PfH ELCO OR ITW CONCRETE SCREW STEEL 5 1 4 x 1—J 4 1TW PFH CONCRETE SCREW STEEL 9 11 4 x 3-3 4 ITLY PFH CONCRETE SCREW STEEL I 3 16 K 3-1 4 ITW PFH CONCRETE SCREW STEEL 12 1 4 x 3-1 4 ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4 X 2-1/4PFH ITW CONCRETE SCREW 20 HEADER JAMB SUGAR PINE SG >= O.J4 W000 21 3 4 THK. PRESSURE TREATED SIOEIITE PAO W000 30 t 2 X I X 25 G.A. CORRUGATED FASTENER NSTALLATION 3 1 0 ^ W/ 1X BUCK II P QF. TAL,_J_ INSTALLATION i DETAIL " J' _ B ATTACH ASTRAGAL THROW SOLT j STRIKE PLATE TO FRAME < AS SHOWN. C - Z u om 2121112 i wm N.T.S. t o.o, er JK e ow. er. LFS 3 DETAIL ' 4' FL- 15225.5-68 a a4cl Z a a a fff,. QA. 2Z e e 13 We O e Sit 13 4Fg• 1X BUCK g N lz 9 d _ 34 A o = 2X BUCK !2 INTERIOR EXTERIOR 1.25• c u A INTERIOR EXTERIOR INTERIOR EXTERIORg Q 1 HEADJAMB 4 HEADJAMB 3 HEAD JAMB trmstqSub -Duct s Toro6gshown 5 ilntwAv shown WWrW o 13 2X BUCK ^ INTERIOR INTERIOR 4 A R z IA ry o EXTERIOR EXTERIOR o.lsMW. C-SINK ^_ ° Sf9MSPCE 0.257MAX. I o- SNIMSPACE a a I.I MM. 1.1SMIN. $ c EME u EMS 1TP. mic 2121112 or N.i.S. ° i JK m 4 VERTICAL SIDE JAMB S VERTICAL SIDE JAMB aa, m lF5 3 k,!,j To 2R subburtr S To wood Iforne aunt no: 9 Ins`.in9 shown bmdtg shown FL— 7 5225.5-68 a W -§-WSL 0 sS INTERIOR EXTERIOR u xis INTERIOR EXTERIOR EXTERIOR INTERIOR# T. b n$ ai gWg Ordr v co Z 13 13 21 12 !t 13 16 2f yl 1 VEIMCAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION m , b In kv coag"bon 6 outs%" conowimoon 6 gig431 v Kn u R INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR W z id 16 z}d} rdr 0 g 5 13hm1r13 z S 13 L d VERTICAL CROSS SECTIONVERTICAL CROSS SECTION b VERTICAL CROSS SECTION u° one 2121112 1 6 Imwip comWition Con q"t'on I L N.T S. 3 A a t -,;Lis ; C ommm moi a FL-15225.5-68 c s cn 6 a 10 THERMAITRU 0 THERMA TRU DOORS 1 I 1"Cus"t— O".. CoOC1 N, OH 43717 Smooth -Star" and "Benchmark by Therma-Tru" 87 SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES IDSffi MAX. OVERALL FRAME wIOtN { I 2 3 s s s 11 11 c - 11 I I L1l 5 II 11 0 11 11 11 11 General Notes 1. This product anchoring drawing has been developed in compliance with the Sth Edition 2014) Forido Sutding Code (FBC) excluding the'High Velocity Hurricane Zone-. See the Certification Agency Certificate for sires. specifications and ratings. 2 Product anchars shall be as fisted and spaced as shown on detaos. Anchor embedment to base material shot be beyond wall dressing, stucco, foam. brick and other wall coverings. 3. wood screws shoe be Installed following installation instructions of ANSUAFo1PA NDS 2012. AS other fastener types to be Walled following fosterer manufodurers installation instructions. 4. Fastener embedment depths. edge distances and center -center distances shoo be as specified by the fastener manufacturer but In no instance shall they be less than shown In This drawing. S. Where shims are used, they must be o tilgld / stiff material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with this drawing shot be determined by others for specific jobs In accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysis. TANI Of CONIENR SKW• OESCEIPIION 1 Typical elevalions, design pressures 6 general notes 2 Buck crichoAng 3 Ft. to o 4 home onrh d b0 of materiots S QW131 & veAicd cross sections 4 vertlml am sections 68.5T MAX OVERALL WIDTHF-, s s s. 11 II 1 1 II 11 II II 1' II 11 II 1 1' '1 11 11 II II 1' 'I 11 11 11 11 1 1 II II 11 1 1 1 11 1 1 1 =L Il 1 =il v If s$ _`. 6 6 6 6 6• 6 6• 8 6 •6 6 s DOUBLE W/SIOEUTES OXXO MAX DESIGN PRESSURE 47.0 -47.0 1 SINGLE W/SIDEUTES 07r0 LOCK IIA11MARLMOO A$00 IMAX DESIGN PRESSURE RNTIaETSIGNAruR 500'Arcm +40.0 -40.0 37. 50' MAX. wIo1H RN7aETSIGNAMRI$ MU M DE40M1 14- V' MAX. OVERALL MOTH 53. 00' MAX OVER/ LLL wm1H rOVERALL S ! S SS S S S• S I I I l__]I Ir 11 l1 }"1J J L 111 1 y"yJ ' = {J ll 11 111111 I 1r 1 L~14 4 H. ii ii A 1 1 1 N. 1. 11 II 11 n 11 it 11 I 11, 1 1 1 1 1 I, 1, 11 11 11 11 11 11 11 11 4 1 1' '1 I' G I ,1 IIyy11 yy 1 er__Y r- 11 II 11 11 1_1 ly_11 J L--- 11 11 11 11 IL_{1 IL_yl eL--J l__J S 11 11 11 11 1 I 1' 1 AC__ll C__Y 4 S 11 11 Q 1 r 1 1 S 11 11 1 11 11 (• (1 111' 1 1' 1 1 1 11 11 11 1 11 11 11 11 P SINGLE X DOUBLE Xx SINGLE W/SIDEUTE OX MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE 67.0 -67.0 + 47.0 -47.0 +40.0 -40.0 82 d E8 oz alc. rm: JK on.; 8 LFS FL- 1 w • ii• it w'•. •* e'L oa I I `MULLION MASONRY ° MASONRY 4 I I SHOWN FOR MASONRY ° I I I ( ii' ••,•" ••• ' J n OPENING TYP• HEAD OPENING I I REFERENCE OPENING 7YP k JAMBS HEAD 11 HEAD I I I I ft+tlyll u .3 o Y JAMBS Qc JAMBS II II II N ui'1 s6cC it LL O II nli 2X BUCK v ' d 2X BUCK m e MULUON J 1 IJd a, I I I t I SHOWN FOR wii Ci i i i REFERENCE I I 2X BUCK 11 II II h rr II II II d o 'A ter_: . i • t ` F:•:i %'••~: '•' V SINGLE DOOR SINGLE W/SIDEUTE SINGLE W/SIDELITES G C BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING IX4_11a'`I I- °- MU MASONRY < SHOWNNFOR p MULLION OPENING TYP• HEAD I` TYP. I I REFERENCE 1 SHOWN FOR • I I Q k JAMBS p ASTRAGAL HEAD p REFERENCE II vl 1 SHOWN FOR & JAMBS 1 REFERENCE 1 II NOTES: 2X BUCK 1 II p II 1. 2Rbuck min. S.G. x 02% 1 I I 1 I I 3 1 2X i t III ASTRAGAL I) 9 i CONCRETE ANCNORNOfES: 11 p BUCK SHOWN FOR tbII • 1. Concrete anchortocans at the camels mar be ad)Wted to maintain the min. ; _ I I p REFERENCE edge distance 10 mortar jond. ' ri I I 1 I I x -. 2. Concrete anchor locations noted or "MAX. ON CEMBr mmi be odTtated to 1 a mantain the min. edge distance to mortar Joints. addtiond corxXote anchors 1 ;`-• t I 1 I I o _ mor be mgLkod to enst" the TUX. ON CENTER' dmenstan am not exceeded. 1 "+ ci I I 1 I I = e 18 3. Concrete anchor robte: 1 a I I p I I in o am 2121112 1 •: i' 11 1 II "t sax, N.T.S. 9 1 II 1 II ow er, JK'Tj o' ac or, t a DOUBLE DOOR MASONRY DOUBLE W/SIOEUTES FL-15225.5-80 0 BUCK ANCHORING OPENING BUCK ANCHORING 9¢ w w 0 ANCHOR ANCHOR MIN. MTN.`CIURANCE MfN. CLEARANCE S!> i TGMASONRr Tp/1CJACENI T1' pE' fMaEOMEM fOGE ANCHOR 1^" T • Ile 7.7/r 2• r TAPCON E< co 7/ r I•Ilr I• r uuRAcoN 1c, q n v C1d ra 3 73F+--1 I I1 1 MULLION ' I SHOWN FOR iii _ REFERENCE 12X BUCK INSTALLATION - n YUp r1X BUCK INSTALLATION P. HEAD & JAMBS W W 11 IC" b - 7' 7 rt7=- MULLION SHOWN FOR Y.iQ REFERENCE — z WW BUCK INSTALLATION BUCK INSALLATION HEAD h JAMBS lII SEE NOTE i t 6 SEE ci 16 16 _ DETAIL 12 iii 5 iii 12 N + y Z l2 n ynsur n 0, * 9, a' ; o h 1CK 'sell noN XK _ SEE nON OETNL . I t = BHEAD It-t n _ JAMS _ V r0 C- - D- E. C. E-- ' D"-'0' V A' R"-" R' VIEW 'C'-"C" SINGLE DOOR W/SIDELtI'ES VIEW E' VIEW SINGLE SNMW P/ MVIAL 02W"lm DOOR W/SIDELRE VIEW rASMAM xpl J- (TIP, ALL SA161R ro OOOII as oowaTOlfl SIOEUTE/ HARV DARE NOTES: 1. The side6te is direct set into the Jamb with (12) p8 K 2' plh. wood screws There ore (4) at each 9 venccoljamb. from the top down of 13.5- 31. 48.S" 6 66". There are (2) at the header at 4" from the outside comers of the home. There ore (2) of the sAL 4' from the outside corners. 2. For oplfonat sdelde construction with staples, sidelte is direct set Into Me jamb with (S) riis X I C, 1- J/4" 16 go. staples along each jamb (6" horn ends and equally spaced themofter). 3. Latch, deodbolt and hinge locations vary. See Certification Agency Ceditloate Ord corresponding test reports for specific dimensions and design pressure ratings t CONCRETE ANCHOR NOTES: I. Concrete anchor tocotiors at the corners may be adjusted to maintain the min. DETAIL '4 - 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, eddlibnal concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. A A 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. C!EARANCE t 1 TMPE SRE EMB *19 TO MASONRY E6GE TO ADJACENT ANCHOR a A TAPCON° liw TAON° 3/16- T•1/4 3- 1•IjT DETAIL ' I- 9. A' SINGLE ODOR VIEW A"- A" N T.S. Irr JK Irr LFS No No: 15225. 5-80 i or 6 C' - T 43' J" i t--3- I 1 SEE DETAIL 'J- ni A III SEE NOTE J ; II 9 SHEET31 MULLION 1SHOWNFORREFERENCE - ASTRAGAL 1 SHOWNFOR _ REFERENCE 1 ONLY B - 1 e t6 16 U t6 1 12 In 5 5 Ilt — 12 o ul 1 111 VIEW- C"-'C- DOUBLF DOOR WISIDELITES W/ Ix BL WSTALtAI TYP. NEA h JAMBS SEE DETAIL 4 - qm yFn Z W W I 6 1 I 4--A Iteml DESCRIPTION Material A 10 x 2-1/2 --PFH WOOD SCREW STEEL g 10 X 1-314 STEEL C Aflo X 1 PFH W000 SCREW L 1 110 x J 4 L. PFH WOOD SCR Hm a to rome STEEL 4 1 4 x 2-3 4 PFH ELCO OR ITN CONCRETE SCREW bittL 5 1 4 x 1-3 4 ITW PFH CONCRETE 5CREW STEEL i d x 3-3 4 ITW PFH CONCRETE SCREW STEEL 1 8 X 3 FH SCR STEEL 11 3 t6 x 3-I 4 ITW PFH CONCRETE SCREW STEEL 12 l 4 x 3-14 ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4 X 2-1 4 PFH TTW CONCRETE SCREW L 20 21 HEADER JAMB PINE SG >- 0.42 3 4 THK. PRESSURE TREATED SIOELITE PAD WOOD I WOO 30 1 2" X I- X 25 GA. CORRUGATED FASTENER I STEEL A' Z W Jo W(A V=-T lot W/2x am A SEE DETAIL_ 1 INSTALLATION WIX a SEE t DETAIL V INSi 1 ION 9' r n ar. 1 TYP. HEAD & JAMBS V , p n 1t ASVAGAL- ' r I n SHOWN FOR REFERENCE 1 ONLY 1616 0 5 1 s u 1 DOUR(.£ DOOR VIEW A' -A' 4 DRR r/ opww" OOltlKwim mroam Rpl /. 1p (Rl, YL r swam r0 DOOR JII! oONM(Cild15) O B ~ C 2 W 1 C w 11 1 0 DETAIL "4' A DETAIL 3- ATTACH ASTRAGAL THROW DOLT 1 STRIKE PLATE TO FRAME 177 AS SHOWN. auc 2121182 A srxo N.T.S. ow. W. JK 1 0«. m.. LFS DETAIL 'I" owrxccR^o^ c < e Ix BUCK INTERIOR EXTERIOR HEAD JAMS Todsv*vIx YA owmn 127--4— INTERIOR ri' HEADJAMB Tkuwirvo wood tcwn flamyUEXTERIOR INTERIOR EXTERIOR 1'3'\ HEAD JAMB To Zt sob-fxxt ftwbv olown A. 40 z X: cat fA td 50 2X SUCK SUCK IIIIN f2X fINTERIORINTERIORINTERIOR10V L ID(TERIOR EXTERIOR EXTERIOR 0.151MIN. JL C11L— lYK4x 025* MAX. S SPACE SEMI SPACESKMSPACE 1.15. 1.15'MIN* --lAS'MlN. EA 6W. M. n. EMB. I MA 11 M.. ea. Typ. vvm N.T.S. om ft, JK 4-'\ VEIMCAL SIDE JAMS -1-S"\ VERTICAL SIDE JAMS FL- 15225. 5- S1*2tsub4xcktowowhomek"whgshown vc;*q shown I. Tw] V.s ion INTERIOR EXTERIOR t INTERIOR rRi a Z 1=u. INTERIOR EXTERIOR EXTERIOR g§ 20 z gg2112 13 13 fan s 1 13 16 16 IN j N 1 VERTICAL CROSS SECTION bALCrRO ON b . VERTICAL CROSS SECTIONW I o o 6 Y m 4 t_ INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR Oti Z d 16 e r AtLIMUK 213 k i s, F5 N 4 VERTICAL CROSS SEC17ON S VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTTON an; 2 21 12 s NAM N.T.S. 6 bw^"cofl gmicn 6 Qv"Wgconrl mwn 6 Ou11w1rgeorlfipuoton wm or. JK e' a.7. ,, LFS ; d o wnc o, FL-15225.5-80 u w sear -L or 0 THERMAITRU THERMA TRU DOORS I I 1Nouem— On.. 606Q -. am 43517 61 811 SINGLE & DOUBLE OPAQUE OR GLAZED DOORS W/ & W/OUT SIDELITES OUTSWING DIRECT TO MASONRY INSTALLATION 105.W MAX. OVERALL FRAME WIDTH t Y i a4 N K i r-f41 g 1 1 1 1 I I 1 1 1 11 11 'r 5 rJA oouEuwsrowwonro MAX DESIGN PRESSURE 55.0 -55.0 General Notes 37-W MAIL I. This product anchoring drawing has been developed in compliance With the 5th Edition OV9tMl wlotH . 2014) Florida Building Code (FBC) excluding the iflgh velocity Hurricane Zone-. See the i Certification Agency Certificate for saes, specifications and rolings 2. Product anchors shall be as Isted and spaced as shown on details. Anchor embedment T to base material shall be beyond wall dressing, stucco, foam, bridr and other wall covedngs 3. Fastener embedment depttls. edge distances and center -center distances shall be as specified by the fastener manufacturer but in no instornce sho3 they be less than shown in O e iF'r lkir 4 this drawing. 1= 22 I. Where shims are used, they must be o'dgid / stifr material that complies with the requirements of the FBC. 5. Positive and negative design pressure requirements for use with this drawing shall be determined by others for specific jobs in accordance with the governing code. b 6 6. Site conditions not covered by this drawing are subject to further engineering analysis. 9NGU I iAMOKONIOM MAX DESIGN PRESSURE aESaltr ill rRMa — +5S.0 -55.0 1 I;IeVat10nLd n S notes Psnwt2 modmntat sass sections set°ly ratio. +65.0 -65.0 3 verikd von sections mosonry 4 Ran 5 Frame two 71.50 MAX. OV9rALL WIDTH 68.SOr b{AX 1-0vf3tALL 1 2 S s w4s w/ aoems o7o MAX DESIGN PRESSURE 55.0 -55.0 5317 MAX. OVER, tU WIDTH Z 3 DOOM Ix SwAl wisaaffox MAX DESIGN PRESSURE MAX DESIGN PRESSURE 55.0 -55.0 +55.0 -55.0 100(r1AROWARE MFa i SERWO XV"C 73wwwU 3E M rA1CK RNMUSIGNAMIE 300 M OEAMU I 9 Z a Dec 2 2 t 12 i sous: N.T.S. ° DM w JK m Lrs i DRu,w° No: li FL-15225-68M ac sN¢T I or 5 1 HORIZONTAL CROSS SECnON I - n INTERIOR 4 HEXTERIOR 2 HORRONTAL CROSS SECTION y 0u11-16 g W"tion C E M INTERIOR EXTERIOR H 1 HORIZONTAL CROSS SECRON EXTERIOR r.l 4 HORIZONTAL CROSS SECTION Obu9 16n bfguroRon Oil, Gn Sol H•\ tif• a' Z VP y SAte. Yi Qg mG INTERIOR Ll N. EXTERIOR 5 HORIZONTAL CROSS SECTION 4 . 9 16 Onb figurotbn wm 2121112 I N.T.S. 04 n0. er JK ax. w LFS ? yv a0 Mea FL-15225-68M c r 2 0, 5 0 I s MAX EXTERIOR .W INTERIOR T VERTICAL CROu SECTION 3 ckets4.91" 1S"MWL t2s EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 3 M6 9%1 tion EXTERIOR s VERTICAL CRO MON 3 0-h- CIM19" n EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION 3, con<'Iglr=- EXTERIOR 6 P- o EXTERIOR VERTICAL CROSS SECTION 3 e— 9-w1 INTERIOR r INTERIOR 6 VERTICAL CROSS SECTION Ou coag"wnuo' FL-15225-68M war 3 or 5 s r J-3• II II I uD 6.9/16'HEAD a iTP.O HERO I li p 49/1BHEAD - MUWON J SHOWN FOR REFBaCE Y ll 911ti JAMB 0 rWAF I VIEW 'C'•"C' SINGLE DOOR W/SIDEUIES I r N T o n Do)! O c SEE DETAIL'S p I SEEn \+ oETAa•c 1 VIEW'E'-"r VIEW V-b" CONCRETE ANCHOR NGTEi I. Concrete anchorloeows of the caner maybe aalusted to maintain therift edge dofanrn b niortarjoNts. 2 C. I. orrdror toearioro noted as MALT. ON CENTER• mal be ocQusfed to ngintain the min. edge detonce to rnorforldnh. odditlond casaeto an~ may be regured to enp" the MAX. ON CENTER' dktwubn are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR K MIN MIN. CL"I CE MIN. CLEARANCE EMBEC 1GiNASONfI TOAcilk HT TYPE Sin EaGE, ANCHOR 1/0 r r TA/PCC'ONe MCI Iµ' 1. 1/r 1' P UITRACON IIW • 311C 1. 1/r AS SHOWN AS SNOYYN TAFMN IDEl1TE NOTES: 1. The sfde6te Is deect set Into the jamb with (12) #8 x7 plh• wood screws. Mee are (4) of each vertical jamb, Cram the top down of 1= 3I , 4&5" d 66. There ore (2) of the header at 4" from the ovlslde corners of the home. There are (2) of the ell. I" from the outside comers. T I I 16• IF L D 9/16' HEAD fit TYP.OHEADp49/16' HEAD E S L MU1110N 1— SHOWN FOR S RER ENCE _ as zR U G 6.9/ 16'1AMS 0 TTP. O JAMBS H 49/16' JAMB . 16 Ip - 12 e S SEE DETAIL Z J:' 3' SINGLE DOOR W/ SIDfU1F VIEW'b -V m'f1r ib9/ 16' 1AM6- rfP.OJAMBS T 149/16" JAMB SEE DETAIL-1- c \ I SINGLE DOOR VIEW A•= A• AI% PC. er. JK apt er. lt' S xu aiC roa FL-15225-6 MM VIEW V%"C 4' T-- 4 i 7e I I I 1 1 1 1 1 1 1 - oETAI.6- D b1YP ®He 0 1 p 9/I6 MW. ASTRAGAL 1; MULLION SHOWN FOR 1 SHOWN FOR REFERENCE 1 REFERENCE ONLY 1 1 1 16 1 0 12 s 1 S 1 1- Y DOUBLE DOOR WAIDELM ir G 6-9/16'JAMS TYP. 0 JAMBS H 4-9/16•JAMS vo ib SEE OETARS 'o 14 9.+. 1 VIEW r-'r BILL OF MATERIALS RFM 4 05CVW" AIATOML C I/4•MAX. SHIM SPACE 0 11C X 2J/4' ELCO OR ITW PFN CONCRETE SCREW STEEL E MASONRY .3000 PSI MIN. CONCRETE CONFORMING TO AO 301 OR HOLLOW BLOCK CONFORMING IO ASTM C90 CONCRETE F 1/4• x 2.1/4• ELCO OR RW PFH CONCRETE SCREW STEEL G 3/16' x 2J/4• rtW PFH CONCRETE SCREW STEEL H 3/16•X2-1/4'lTWPFHCONCRETESCR EW STEEL 5 1 /4• x 1.3 r ELCO OR RW PFH CONCRETE SCREW STEEL 11 3/16' x 3.1 /4• IIYY PFH CONCRETE SCREW STEEL 12 IbCx3.1/4"ELC00RrtWPFHC CRETESCREW STEEL. 16 1 X X 2-1 /f PFH IIW CONCRETE SCREW STEEL 24 B9 X 3/4• PFH WS STEEL 26 109X I• PFH WS Sly 21 14 10 X I V f PFH WOOD SCREW STEEL SEE DETAIL'6' 1 n/-lJ) f..-9N ASTRAGAL 1 SHOWN FOR 1 REFERENCEONLY I6.9/16' JAMB 1 TYP. O JAMBS 14. 9/16•JAMB 0 1 1 1 1 DOUBLE DOOR w it A• a 6•# fix 7* HEAD t i3 ° _ HEAD I ZOO o ig { G z ge C o SEE DETAIL VIEW W-"A" it 0 27 DETAIL "6" ATTACH ASTRAGAL THROW BOLT 26 SMXE PLATE TO FRAME AS SHOWN. 24 DETAIL " 6"jr H A - 26 24 DETAIL " I" CL i R g ' 7 J N j G u° TUC 27 72 i 9 N.T-S. JK a as x. LFS ; deo, wc wJ a R- 15225-68M a a R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate orAuthorization No. 9813 Product Sub Category Manufacturer Product Name Category Thermo Tru Corporation Smooth -Star" and "Benchmark by Therma-Tru" Exterior Swinging 118 Industrial Dr 6'8 Single & Double Opaque or Glazed Panels w/ 6 wto Sidelites Doom Exterior Door Edgerton, OH 43517 Inswing I Outswing Assemblies Phone 419.298.1740 Insulated Fiberglass Door with Wood Frames Scope: Product Evaluation report issued by R W Building Consultants, Inc. 6 Lyndon F. Schmidt, P.E. (System ID # 1998) for Thermo Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the State of Florida Product Approval, Dept. of Business R 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. Um/tatlons: 1. This product anchoring has been developed In compliance with the Slh 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 shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be Installed following installations Instructions of ANSI AFBPA 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-15225.5.68. 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-15225.5-68 shag be determined by others for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FLA 5225.5-0 require further engineering analysis by a licensed engineer or registered architect. SupponUng Documents: 1. Test Report No. Test Standard ETC-01-741-10702.0 ASTM E330-02 / TAS 202-94 ETC-01-741-11008.0 ASTM E330-02 / TAS Z02-94 TEL 01460147 ASTM E330-02 / E1886-02 / E1996-02 2. Drawina No. Prepared by No. FLA 5225.5-08 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants. Inc. (CA 09813) Sheet 1 of 1 Testing Labofato Sinned b ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab. Lyndon F. Schmidt, P.E. Signed & Seated by Lyndon F. Schmidt, P.E. Signed 3 Sealed by Lyndon F. Schmidt, P.E. L.et,lPrBjrl r,- ejr . • •' 1'•,•`, y, Lyndon F. Schmidt. P.E. FL PE No. 43409 2/6/2015 R R W Building Consultants, Inc. W B Consulting and Engineering Services for the Building Industry I7 r P.O. Box 230 Valrico, FL 33593 Phone 813.659.9197 l' Florida Board or Profeuional Engineers Certificate of Mnhorim[ion No. 9913 Product Sub Category Manufacturer Product Name Category Thermo Tru Corporation Smooth -Star" and "Benchmark by Thermo-Tru" Exterior Swinging 118 Industrial Dr 8'0 Single 6 Double Opaque or Glazed Panels w/ 6 w/o Sldelites Doore Exterior Edgerton. OH 43517 Inswing / Outswing AssembliesiesDoo 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 ID 01998) for Thermo Tru Corporation, based on Rule Chapter No. 61G20-3, Method I of the State of Florida Product Approval, Dept. of Business b 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. Umltsdons: 1. This product anchoring has been developed in compliance with the 511% Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone'. See the Certification Agency Cerlltkale 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 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 manufacture's 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 FLA 5225.5-80. 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 FL45225.5-60 shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL-15225.5-60 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1. Test Report No. Test Standard ETC-01-741-10593.0 ASTM E330-02 /TAS 202-94 ETC-01-741-10703.0 ASTM E330-02 / TAS 202-94 NCTL 210-1940.1,2,3,4 ASTM E330-02 / TAS 202-94 TEL 01460147 ASTM E330-02 / E1886-02 / E1996-02 2. Drawing No. Prepared by No. FL-15225.5.80 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) Sheet 1 of 1 Testing Laboratory Sinned by ETC Laboratories Mark O. Passero, P.E. ETC Laboratories Wendell W. Haney, P.E. NCTL Barry Portnoy, P.E. Testing Evaluation Lab. Lyndon F. Schmidt, P.E. Signed & Sealed k Lyndon F. Schmidt, P.E. Sinned & Sealed by 1t+: t+)r+7`, Lyndon F. Schmidt, P.E. fir- j r s t; r`+ ''- ,+ tit:-`,, Lyndon F. Schmidt, P.E. FL PE No. 43409 2/6/2015 R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building Industry B P.O. Box 230 Valrico, FL 33595 Phonc 613,659,9192 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Scope: Product Evaluation report issued by R W Building Consultants. Inc. d Lyndon F. Schmidt, P.E. (System ID 01998) for Thera 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. Umlrations: 1. This product anchoring has been developed In compliance with the 5th Edition (2014) Florlda' Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone.. See the Certification Agency Certillcate-for sizes, specifications and design pressure ratings. 2. Product anchors shall be as [Wed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following Installations instructions of ANSI AFBPA NDS 2012. All other fastener types to be Installed following fastener manufacturer's 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 FLA 5225-08M. 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-15225-68M shall be determined by others for specific jobs In accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL-15225-68M require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1. Test Report No. Test Standard TEL 01460145 ASTM E330-02 / E1886-02 / E1996-02 ETC 01-741-11006.0 ASTM E330-02 / TAS 201. 202, 203-94 2. Drawinn No. Prepared by No. FL-15225-68M RW Building Consultants, Inc. (CA 09813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) Sheet 1 of 1 Testing Laboratory Sinned Testing Evaluation Lab. Lyndon F. Schmidt, P.E. ETC Laboratories Joseph L. Dolden, P.E. Sinned & Sealed JU Lyndon F. Schmidt, P.E. Signed 6 Sealed by Lyndon F. Schmidt, P.E. 11Ltiitrfrrrr 1, 4 ! 4539 If" : .• *' 0 . • tI ; ti OF : LU 0 Ft 4 rS 0NA ': %' Lyndon F. Schmidt, P.E. FL PE No. 43409 21M015 r • F Al CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 5-•00 y TU eFS Job Address: Z&F KOCKY G&11E Z-41W Historic District: Yes No Parcel ID:011N,f4 E'`,Rt: /;Z/X%[/,eES Residential g Commercial Type of Work: New Y Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Property Owner Information Name gZLOK /'1 KedSON Street: City, State Zip: Phone: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2045 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING'1.0 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TIVICE 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 COkI NI EN C EM ENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners,,etc. FBC 105.3 Shall be inscribed with the date or application and the code in effect as or that date: 5'” Edition (2014) Florida Building Code Revised- June 30. 2013 Permit Application 1 NOTICE- In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in el'fect 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. 01VNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will he done in compliance with all applicable laws regulating constructi n and zoning. Signature or Owner/Agent Date Signature of Con ctor/Agent Lobate N 'FFy m\)SA'Nui, Print Owner/Agent's Name Print ConO Contractor/Agent's Name .` T.q WOgZ1_ X FJ(PIRES Signature of Notary -State of Florida Date Signature of Notary -State of Floridd I Date = GEORGIA n JUNE 8.202o Owner/ Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS• ZONING: ENGINEERING: COiNINIENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 31). 2015 Permit Application i 2011Augoz CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONi1FApplicationNo: Documented Construction Value: S ,iVU Job Address: -` 'fi'" 4'7 d V Historic District: Yes NoX Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: property Owner Information Named r' Phone: 4p3 roA9 -C 0 '-1'1 Street: QfoW IC. ty L u 4 5L o Resident of property? : c City, State Zip: ;g L+1Qxnij. M 3a-1 t Contractor Information: Name,1'YIr.,&I-Qic o.r+r csL r c_ Phone:. g{o1-I Sd^o) Street: aI53 ` -f" me" Fax: 4(y7i St iaD --l1-1 l City, State Zi}i:'_t r' ands State License,No.: ECPOCO S`y Name: Street: City., St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: iVARNIENC TO.OWNER: YOUR FAI.LuRE.TO. RECORD A Nt)T.ICtr.OI? COMMENCEMENT MAY RESULT IN YOUR PAYIIVG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF 'CUMMENC$MEIVT MUST I; - RECORDED AND POSTED ON ''I`ItE )08 SITE -BEFOI(E 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 inthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. cnf- Inc % etioq A. inerrib•ol with the date of application and the code in effect 33 of thatdate: 51" Edition (2014) Florida Building Code 0 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. ittal. A copy of the executed contract is ired The City of Sanford requires payment of a plan review fethe he estimated conermitmtructionvalueaofthejobathelimeofsubmittal. in order to calculate a plan review charge and will be consideredSued, in The actual construction value will be figured based chahe sfi cured off the ed contract nt ICC txecuteion Table in eexce d the actual construction value, accordance with local ordinance. Should calculated g g credit will 'be applied td your permit fees when the permit is issued. OWNER' S AFirIDAVTF: I certify that all of the foregoing information is accurate and that all work will ablelawsregulating• construction and zoning. bedoneincompliancewithallapplicSignature of Oamer/Agettt Data Sign fConmector/Ag Date i Print Con actodAgcnt's a Print Owntdkgcnt's Namo signs urcof.N ry to Signature of Notaty-statc'of Florida DatD +; KAREN HUGNES NOtar Y Public - Stateol Florida . Commission I GG 0698M MycommExpires Mar 14J02, yn•4rdlAroighNitnmllroUryb7n Contrartor/Agent' is Personally no Me -or owner/Agent is Personally Known Me or produced ID Type of ID r Produced ID Type of ID' i BELOW IS FOR OFFICE USE' ONLY Build"' Electrical Mechanical Pltunbing0 Gas[] Roof Permits Required. S Occupancy Use. Flood. Zone: Construction Type: Total Sq Ft of Bldg: _ Min. Occu_ panty Load;.. of Stories:__,. s her a Plumbin # of Fiittires Ne w Construction: Electric - # of Amps SJ 4w, g " Permit: Yes Q oflIeads No. Fire: Sprinkler Permit:. Yes No----- Fire Alarm Perm WASTE WATER: APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: BUILDING: COMMENTS: • ...... qe sponse to Comments Permit # /7,/M 7 Project Address: Contact: Daphne City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date -7 24 11-1 Ph: 407-257-6940 Fax: Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing ctrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention JUL 4 ?011 General description of revision.: Ait, ABY ROUTING INFORMATION Approvals Building TA 2cq RCC L9 6mw' Lom-' Monta Consulting & Design of WMR and Associates, LLC Mayflower Center Phone (407) 681-1917 222 S. Westmonte Drive, Suite 100 Certificate of Authorization # 9177 Altamonte Springs, FL 32714 montaconsulting.com Residential Design & Structural Engineering, Site work, Commercial / Industrial Building Design, Truss Engineering, Third Party Inspection, Project Management, and BIM Modeling for Homebuilders Taylor Morrison Thornbrooke — Lot 286, Amesbury Elev A June 28, 2017 Plan Revision: Revised Garage RESPONSE: REMOVED AIR HANDLER FROM ATTIC AND CREATED A.H. CLOSET AT BACK OF GARAGE. MOVED DOOR FROM GARAGE TO ACCESS THRU UTILITY ROOM AND MOVED ENTRY DOOR / WINDOW BACK TOWARD LIVING ROOM 8". COV, I, 2A, 213, 3A2, 4, SI, S2, S3, S4, S5 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method DING Project Na!rte,: , Lot ThornbrookeAmesburyAGRE Sheet: 9rLA g Q/ p L p Builder Name: Taylor Morrison Permit Office: # ' _ 1 9 0 4 7City, Slate, Zip: 1 FL , l/ Y -1 -' Z 11 I Permit Number: Owner: Y L Jurisdiction: 691500 SAfyFORO C Design Location: FL, Orlando County-- Seminole (Florida Climate Zone 2) OCpAR ti 1. New construction or existing New (From Plans) 9. Wall Types(1706.4 sgft) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1423.30 ft' b. Frame - Wood, Adjacent R=13.0 283.11 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d N/A R= fF 5. Is this a worst case? No 10. Ceiling Types (1589.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1589.00 ft' 6. Conditioned floor area above grade (ft') 1589 b N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(287.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 317.8 a. U-Faclor: Dbl, U=0.34 239.15 W SHGC: SHGC=0.31 b U-Faclor: Dbl, U=0.58 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 34 8 SEER:15.20 c. U-Factor. N/A fl' SHGC: 13. Healing systems kBlu/hr Efficiency d U-Factor: N/A ft' a. Electric Heat Pump 32.8 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 3.415 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1589.0 sgft.) Insulation Area EF: 0.950 a Slab -On -Grade Edge Insulation R=0.0 1589.00 ft' b. Conservation features b N/A R= ft' None c. N/A R= fl' 15. Credits Pstal Glass/Floor Area: 0.181 Total Proposed Modified Loads: 51.27 PASS Total Baseline Loads: 51.85 1 hereby certify that the plans and specifications covered by Review of the plans and E•CHE SN, this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance r. a„• ' a=,,.;,.' with the Florida Energy Code. Nnrs''•. ::::.°.O PREPARED BY: T Before construction is completed DATE: _6/220.7 this building will be inspected for V -,; - a compliance with Section 553.908 I hereby certify that this bull ing, as designed, is in compliance Florida Statutes. with the Florida Energy Co e. c0b WE OWNER/AGENT: __ - BUILDING OFFICIAL: ----------- DATE: - - -- - DATE: --- --- ----- r 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. REVISION 6/22/2017 7 14 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner: of Units. Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment. Lot286ThornbrookeAmesbury Bedrooms: 3 User Conditioned Area: 1589 Total Stories: 1 1 Worst Case: No Taylor Morrison Rotate Angle: 0 Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street, County: Seminole City, State, Zip: , FL , CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1589 14777.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1589 14777.7 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpel 1 Slab -On -Grade Edge Insulatio Main 152.5 ft 0 1589 W 0.54 0 046 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Tested Tested Insul. Pitch deg) 1 Gable or Shed Composition shingles 1771 1`17 390 fl' Medium 0.85 N 0.85 No 0 26.2 ATTIC J# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1589 R7 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1589 f12 0.11 Wood 6/22/2017 7:14 AM EnergyGauge® USA - FlaRes2014 Section R405.4 1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below Ornt To Wall_T.ype R Value_Et_In-Et-In Area-R-Value_Fraction__Absor._Grade%_ 1 E Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft' 0 0 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 49 6 9 4 462.0 ft' 0 0 0.6 0 3 W Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 ft' 0 0 0.6 0 4 S Exterior Concrete Block - Int Insul Main 4.1 62 0 9 4 578.7 ft" 0 0 0.6 0 5 Garage Frame - Wood Main 13 30 4 9 4 283.1 ft' 0 023 0.01 0 DOORS Ornl Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood Main None 25 3 8 24 ft' 2 Wood Main None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade 1 E 1 Vinyl Low-E Double Yes 0.34 0.31 4.0 ft° 6 1110 in 2 It 0 in Screening Drapes/blinds None 2 N 2 Vinyl Low-E Double Yes 0.34 0.31 6.9 ft' 1 It 4 in 0 ft 8 in Drapes/blinds None 3 N 2 Vinyl Low-E Double Yes 0.34 0.31 38.9 ft' 1 ft 4 in 0 ft 8 in Drapes/blinds None 4 N 2 Vinyl Low-E Double Yes 0.34 0.31 6.0 ft' 1 ft 4 in 0 ft 8 in Drapes/blinds None 5 W 3 Vinyl Low-E Double Yes 0.34 0.31 38.9 1`17 1 ft 4 in 0 It 8 in Drapes/blinds None 6 W 3 Vinyl Low-E Double Yes 0.34 0.31 38.9 ft2 8 ft 0 in 0 It 0 in Drapes/blinds None 7 W 3 Vinyl Low-E Double Yes 0.58 0.32 48.0 ft' 8 It 0 in 0 ft 0 in Drapes/blinds None 8 S 4 Vinyl Low-E Double Yes 0.34 0.31 77.7 ft' 1 ft 4 in 0 ft 8 in Drapes/blinds None 9 S 4 Vinyl Low-E Double Yes 0.34 0.31 28.0 117 1 ft 4 in 0 ft 8 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 403ft' 403ft2 64ft 8ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000295 1231.5 67.61 127.14 2157 5 HEATING SYSTEM System Type _ _ Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.7 32.8 kBtu/hr 1 sys#1 6/22/2017 7:14 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15.2 34.8 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM 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 FSEC Collector Storage Carl Company Name System Model # Collector Model Area Volume FEF None None 117 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 317.8 ft Attic 79.450 Default Leakage Garage Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingr Jan Feb Mar Apr Ma Jun Jul X Au X Se [ Oct Nov Dec He [X} Jan Feb Mar Apr May Jun Jul AuSep Oct Nov Dec Ventin [)Jan Feb XX Mar Apr May Jun Jul Aug Se [ Oct XX Nov lX} 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 Healing (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 6/22/2017 7:14 AM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Faclor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: FL, New (From Plans) 9 Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1423.30 ft' b. Frame - Wood, Adjacent R=13.0 283.11 ft' 1 c. N/A R= ft' 3 d N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30 0 1589.00 ft' 1589 b N/A R= ft' Area c. N/A R= fV 239.15 ft' 11. Ducts R ft' a. Sup. Attic, Ret: Attic, AH: Garage 6 317.8 48,00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 34.8 SEER:15 20 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b N/A R= c. N/A R= ft' 13 Heating systems kBtu/hr Efficiency a. Electric Heat Pump 32.8 HSPF:8.70 3.415 ft. 0.312 Area 14. Hot water systems a. Electric Cap: 50 gallons 1589.00 IF EF: 0.95 ft' b. Conservation features ft' None 15. Credits Pstal I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code c pliant kfeares.Builder Signature: ' -4 Date - Address of New Home: ( LZip61, 7/ 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. 6/ 22/2017 7:14 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 1Job:Lot286ThornbrookeAme DEL -AIR Manual S Compliance Report Date: 6/4/2014 IRJ MO- Ml CONDRIONMO Entire House By: BENTLENTLEY 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 AMESBURY Design Conditions Outdoor design DB: 92.5°F Sensible gain: 27896 Btuh Entering coil DB: 77.8°F Outdoor design WB: 76.3°F Latent gain: 4442 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0'F Total gain: 32338 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBX27UH-036-230'++TDR Actual airflow: 1160 cfm Sensible capacity: 28728 Btuh 103% of load Latent capacity: 4711 Btuh 106% of load Total capacity: 33439 Btuh 103% of load SHR: 86% Design Conditions Outdoor design DB: 41.7°F Heat loss: 25069 Btuh Entering coil DB: 69.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBX27UH-036-230'++TDR Actual airflow: 1160 cfm Output capacity: 32182 Btuh 128% of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 7.3 kW 99% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. wri htsoft' 2017-Jun-21 17:08,44 9 Right-SuileO Universal 2017 17 0.16 RSU24011 Page 1 ACCA . eAmesburyAGRE\Lol286ThornbrookeAmesburyAGRE rup Calc = MJ8 House laces: E Job: Lot286ThornbrookeAme... DEL-AIR Component Constructions Date: 6/4/2014 Hume. -MRCONWf10HDIB Entire House By: BENTLEY 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 AMESBURY Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 95 ft Design TD (°F) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: Daily range (°F) - 17 ( M) Method Simplified Wet bulb (°F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board intlnsh Or Area Ll-value Insul R Hig HTM ft' Bluh/ft'--F ft'--F/Bah B1uhM' n 410 0.201 0 5.69 e 75 0.201 0 5.69 s 473 0.201 0 5.69 w 154 0.201 0 5.69 all 1112 0.201 0 5.69 Partitions 12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int Irish, 2"x4" 265 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, Or low-e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap, n 7 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1.33 it overhang (3.2 0 window ht, 0.67 ft sep.), 6.67 it head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl Irm mat, Or innr, 1/4" gap, n 39 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1.33 It s 78 overhang (6.3 it window ht, 0.67 ft sep.); 6.67 ft head ht s 28 w 39 all 183 213-2fv: 2 glazing, Or low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, n 6 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1.33 ft overhang (2 it window ht, 0.67 it sep.), 6.67 ft head ht 2B-2tv: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, e 4 1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 6 ft overhang (2 ft window ht, 2 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, w 39 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 8 ft overhang (6.3 It window ht, 0 ft sep.), 6 67 it head ht 2A-2ovd: 2 glazing, Or low-e ouir, air gas, vnl frm mat, clr innr, 1/4" w 48 gap, 1/8" thk; NFRC rated (SHGC=0.32); 50% drapes, medium, 8 it overhang (8 it window ht, 0 ft sep.); 6.67 it head ht Loss Clg HTM Gain Bah Bah/11' Bah 2332 4.35 1784 425 4.35 325 2690 4.35 2058 877 4.35 671 6324 4.35 4838 0.091 13.0 2.58 683 1.44 382 0.340 0 9.62 67 10.6 73 0.340 0 9.62 374 10.6 411 0.340 0 9.62 748 10.6 822 0.340 0 9.62 268 10.6 294 0.340 0 9.62 374 29.0 1126 0.340 0 9.62 1763 14.5 2653 0.340 0 9.62 58 10.6 63 0.340 0 9.62 38 10.6 42 0.340 0 9.62 374 10.6 411 0.580 0 16.4 788 18.4 883 C Wrl htsof't' 2017-run-2117.08:44 9 Righl-SurleO Universal 2017 17 0 16 RSU24011 Page 1 ACC` eAmesburyAGRE%Lol286ThornbrookeAmesburyAGRE.rup Calc = MJ8 House laces. E Doors 11 DO: Door, wd sc type Ceilings 16B-30ad:Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int fnsh Floors 22A-Ipl: 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 12.0 214 all 42 0.390 0 11.0 462 12.0 502 1592 0.032 30.0 0.91 1442 1.74 2764 153 0.989 0 28.0 4268 0 0 C wri htsoft' 2017-Jun-21 17.08 44 9 Righl•Suple® Universal 2017 17.0 16 RSU24011 Page 2 ACC k eAmesburyAGRE\Lol286ThornbrookeAmesburyAGRE rup Cak = MJ8 House laces E Project Summary Job: Lot286ThornbrookeAme... DEL --AIR Y Date: 6/4/2014 NU MG-AMCONMIONOIG Entire House By: BENTLEY 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 AMESBURY Notes: 12/24/14 GCR RVSD 8/2116 JA LS 2127/17 JA LS 3/3/17 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 19185 Btuh Ducts 5884 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 25069 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 He1589 Co ohn Area ft Z 1 Volume (f t3) 14853 14853 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 94 50 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-036-230-19 AHRI ref 7044407 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 OF 8.7 HSPF 32800 Btuh @ 47°F 26 0 1160 cfm 0.046 cfm/Btuh 0.30 in H2O Backup: Input = 7 kW, Output = 24786 Btuh, 100 AFUE Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 18730 Btuh Ducts 9166 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 27896 Btuh Latent Cooling Equipment Load Sizing Structure 2557 Btuh Ducts 1885 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4442 Btuh Equipment total load 32338 Btuh Req. total capacity at 0.75 SHR 3.1 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-036-230-19 Coil CBX27UH-036-230'++TDR A H R I ref 7044407 Efficiency 12.5 EER, 15.2 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.042 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Jun-21 17.08.44wrightsofft' Righl.Suile® Universal 2017 17 0 16 RSU24011 Page 1 14CCi4'% .. eAmesburyAGRE\Lol286ThornbrookeAmesburyAGRE rup Calc = MJ8 House laces: E DEL --AIR Right-JO Worksheet WD1"°'001""'° Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone: 407-333.2665 Fax: 407.333.3853 Web WWW.DEL-AIR.COM Job: Lot286ThornbrookeAmesbu... Date: 6/4/2014 By: BENTLEY 1 Room name Entire House MASTER SUITE 2 Exposed wall 152.5 It 27.5 II 3 Room height 9.3 It 9.3 It heat/cool 4 5 Room dimensions Room area 1592.0 It= 14.5 x 13.0 It 188 5 02 Ty Construction U-value Or HTM Area (Its Load Area (I12) Load number BIuh/fI2-•F) Bluh/II2) or perimeter (It) Btuh) or perimeter (it) Btuh) Heat Cool Gross I N/P/S Heat I Cod Gross I N/P/S Heat I Cod s 14610000 5 I2B-22v 0.340I n I 374 0.340I n 9.62 10.5810.58 60 G D M-LDUJ 213-21v 11D0 V.NI 0.340 0 390 a a a D.O J 9.62 11.04 4Dq 10 58 11.99 WJ 4 24 ID 4 24 4ZD 38 265 3CD 42 288 u 0 0 G 13A-2ocs 2A-2ov 2A-2ov 0.201 0.340 0_340 s s s- 5.69 9.62 9_62 5.69 9.62 9.62 16.41 435 10.58 1Q58 4.35 28.98 10.58 18.40 578 78 28 280 39 39 48 473 78 28 154 3 39 40 2690 748 268 877 374 374 788 2058 822 2Gq 671 1126 411 883 0 0 0 G 3 G 13A-2ocs 2A-20v 2A-20v 2A-2ovd 0.201 0.340 0.340 0.580 w w w w 135 39 0 0 0. 12C-Osw 11 DO 1613_30ad 22A-Ip 0.091 0.390 n- 2.58 11.04 0.91 1.44 11.99 1 74 283 18 265 18 1592 683 197 1442 382 21.4 2764 0 0 0 032 1592 15922 189 0.989 27.99 0.00 153 4268 0 189 V u 0 0 0 0 6 0 0 0 31 374 0 0 61 c) AED excursion 2216 1 1 628 Envelope loss/gain 16267 14830 2553 3028 12 a) Infiltration 2918 950 526 171 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 1 230 Appliances/olher 18M 0 Subtotal (lines 6 to 13) 19185 18730 30791 3430 Less external load 0 0 0 0 Less transler 0 0 0 0 RerLsiribution 0 0 0 0 14 Subtotal 19185 18730 3079 3430 15 Duct loads 31% 49% 5884 9166 31% 491% 944 1678 Total room load 25069 27896 4023 5108 Air required (clm) 1160 1160 1. 212 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrightsotFt' 8.44 Righl-SuileO Universal 2017 17 0.16 RSU24011 20t7-Jun-21 1 Page I eAmesburyAGRE\Lol286ThornbrookeAmesburyAGRE rup Calc = MJ8 House laces: E DEL --AIR Right-JO Worksheet 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 Job: Lot 286ThornbrookeAmesbu... Date: 6/4/2014 By: BENTLEY 1 Room name FAMILY RM MASTER BATH 2 Exposed wall 295 It 100 It 3 Room height 9.3 11 heal/cool 9.3 It heal/cool 4 5 Room dimensions Room area 15.5 x 14.0 It 217.0 112 9.5 x 10.0 It 95.0 112 Ty Construction U•value Or HTM Area (II2) Load Area (119 Load number BtulVltz•F) BluNll2) or perimeter III) Bluh) or perimeter (11) Bluh) Heal I Cod Gross I N/P/S Heal Cool I Gross I N/P/S Heat Cool 6 it V s 41- 376 I I_I I I I I I 6II7 0 I12B-221v 0. n 96 05 O O O O0 1 .]M• GVW 2B-2Iv u.CVI 0.340 C a 7. 0V 9.62 9 1( 11 DO 0_390 a 11.04 11 13A-2ocs 0.20i s 5.69 4 2A•20v 0.340 s 9.62 1( 2A•2ov 0 340 0.201 s_ w 9. 62 5.69 1 C 4 13A- 20es2A-20v 0.340 w 9.62 2E 2A-20v 0.340 w 9.62 1C 2A-2ovd 0.580 w 16.41 1f 12C-0sw 0.091 2.58 1 11D0 0. 390 n__ 11.04 11 1 16B• 30ad0.032 22A•Ip o_989 0.91 z7.99.-_ I: 19 19 187 206 0 0 0 0 145 58 329 251 0 0 0 0 39 39 374 411 u V V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 0 0 6 c) AED excursion 1854 20 Envelope loss/ gain 3332 4466 924 594 12 a) Inhllration b) Room ventilation 565 0 184 01 191 01 62 0 13 Internal gains. Occupants @ 230 Appliances/other 3 690 0 0 0 0 Subtotal ( lines 6 to 13) 3896 5339 1115 656 14 15 Less external load Less transler Redislribulion Subtotal Duct loads 31% 49% 0 0 0 389 6 1195 0 0 0 5339 2613 31% 49% 0 0 0 1115 342 0 0 0 656 321 Total room load Air required ( ctm) 5091 236 7952 331 1457 67 977 41 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right, SuileO Universal 2017 17 0.16 RSU24011 2017 Jun 21 17 Page 2 eAmesburyAGRE%Lol286ThornbrookeAmesburyAGRE rup Calc - MJ8 House laces: E RDEL-AIR Right-JO Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327COND407ION6NGax 407.333.3853 Web: WWW DEL -AIR COM Job: Lot286ThornbrookeAmesbu... Date: 6/4/2014 By: BENTLEY 1 Room name MASTER WIC BED 2 2 Exposed wall 0 It 10.5 It 3 Room height 9.3 It heal/cool 9.3 It heat/cool 4 5 Room dimensions Room area 5.0 x 10.0 It 50.0 II2 13.5 x 10.5 II 141.8 f12 Ty Construction U-value Or HTM Area (fl2) Load Area (II2) Load number Bluh/I12-•F) BIu1Vl12) or perimeter (it) Btuh) or perimeter (II) Btuh) Heat Cool Gross I N/P/S Heat I Cod Gross I N/P/S Heal I Cool i x+-cwo 2B•21V 11 DO 13A•2ocs 2A-2ov 2A•2ov _ 13A-2ocs 2A-2ov 2A-2ov 2A-2ovd 12C-Osw 11DO-___-__- 16B-30ad 22A-Id-- - - --- — V.ZV I V 7.0v 0.340 a 9.62 0.390 n 11 04 0.201 s 5.69 0.340 s 9.62 0_340 s _9 62 0201 w 569 0 340 w 9.62 0 340 w 9.62 0 580 w 16.41 0.091 2.58 0.390 n.032 - n_91 6 c) AED excursion Envelope loss/gain 12 a) Infiltration b) Room ventilation 13 Internal gains, Occupants @ 230 Appliances/other Subtotal (Imes 6 to 13) Less external load Less transfer Redistribution 14 Subtotal 15 Duct loads Total room load Au required (clm) V 0 3 26 45 84 1056 767 0 0 0 0 201 0 65 0 0 0 01 0 0 0 45 84 1257 1 833 31% 49'/ 0 0 0 45 14 0 0 0 84 41 31% 49'/6 0 0 0 1257 385 0 0 0 833 408 59 3 125 5 1642 76 1240 52 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. c - k wrightsoft- 2017-Jun-21 17 08 44 A05k Right-SuileO Universal 2017 17 0.16 RSU24011 Page 3 eAmesburyAGRE\Lol286ThornbrookeAmesburyAGRE.rup Calc - MJ8 House laces E RDEL--AIR Right-J® Worksheet mom 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 Job: Lot 286ThornbrookeAmesbu... Date: 6/4/2014 By: BENTLEY 1 Room name BATH 2 BED 3 2 Exposed wall 55 It 10.5 11 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 13.5 x 5.5 It 74.3 112 13.5 x 10.5 It 141.8 02 Ty Construction U-value Or HTM Area (112) Load Area (fl2) Load number Bluh/IIZ•F) or perimeter (II) Btuh) or perimeter (it) Bluh) Heal Cod Gross I N/P/S Heal Cod Gross N/P/S Heat I Cod 5 4I 2 1 7I1Is6I210.58 0 0 0 O I 187 202•lB220n9. 10. 0 5 0 IJMY{A:J 2B-21v IIDO V. cV1 0. 340 0. 390 B a a J. 0V 9. 62 11. 04 4., 7A 10. 58 11 99 V 0 0 V 0 0 V 0 0 V 0 0 V 0 0 V 0 0 V 0 0 u 0 0 13A- 2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 2A- 20v 0.340 s 9.62 10.58 0 0 0 0 0 0 0 0 2A- 20v 0_340 s 9_62 5. 69 L0 58 4. 35 0 0 0 0 0 0 0 0 0. 0 13A-2ocs 0.201 w 0 0 0 0 0 0 2A- 2ov 0.340 w 9.62 28.98 0 0 0 0 0 0 0 0 2A- 2ov 0.340 w 9.62 10.58 0 0 01 0 0 0 0 0 61 c) AED excursion 13 1 1 31 Envelope loss/gain 537 377 1380 944 12 a) Infiltration 105 34 201 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants C1 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 642 411 1581 1009 Less external load 0 0 0 0 Less Iransler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 642 411 1581 1009 15 Duct loads 31% 499% 197 201 31% 499% 485 494 Total room load 839 612 2066 1503 Air required (cfm) 39 25 96 62 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ad- wrightsoft" 2017-Jun-21 17:08:44 Right- Suile4D Universal 2017 17.0.16 RSU24011 Page 4 eAmesburyAGRE\ Lol286ThornbrookeAmesburyAGRE rup Calc = MJ8 House laces. E DEL -AIR Right-JO Worksheet MATM-'1111 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot 286ThornbrookeAmesbu... Date: 6/4/2014 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area KITCHEN 14.0 11 9.3 11 heat/cool 1.0 x 222.0 11 2220 112 DINING/LIVING 32.5 It 9.3 It heat/cool 1.0 x 419.8 It 419.8 Ilz Ty Construction number U•value Bluh/IIZoF) Or HTM BIuN112) Area (10 or perimeter (II) Load Bluh) Area (I12) or perimeter (11) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cod 6' 11 G 13A-2ocs 2A•2ov 2A-2ov 2121-21v 0.201 0.340 0.340 0.340 n n n n 5.69 9.62 9.62 9,62 4.35 10.58 1058 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I_G G DDD 13A-2ocs 2B-21v 11DO 13A- 20cs 2A- 2ov 2A- 2ov 0. 201 0. 340 0_ 390 0. 201 0. 340 0 340a a a 5. 69 9. 62 11. 04 4. 35 10. 58 11. 99 0 0 0 0 0 0 0 0 0 0 0 0 47 0 24 23 0 24 129 0 265 1128 561 0 99 0 288 863 617 0 s s s 5. 69 9. 62 9 625. 69 9. 62 9. 62 16. 41 4. 35 10. 58 i0 58 4. 35 28. 98 10. 58 18. 40 131 0 28 103 0 28 585 0 268 447 0 294 257 58 0 198 58 0 C 13A- 2ocs 2A• 2ov 2A• 20v 2A• 2ovd 0. 201 0. 340 0. 340 0. 590 w w w w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L--- D. 12C- 0sw 11 DO 16B• 30ad 21A- 1-Ipl0. 091 0. 390 2. 58 11. 0.4 0. 91 1. 44 11, 99 1. 74 0 0 0 0 222 0 0 0 0 92 18 74 18 190 197 380 910 106 214 729 0 C F 0. 032 0. 989 n_ 222 222 201 385 420 420 27. 99 0.00 14 392 0 420 33 6 c) AED excursion 59 71 Envelope loss/gam 1445 1068 3760 28" 12 a) Infiltration b) Room ventilation 268 0 87 0 622 1 0 202 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 1200 1 230 0 Subtotal ( lines 6 to 13) 1713 2356 4381 3276 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 31% 499% 0 0 0 1713 525 0 0 0 2356 1153 31% 49% 0 0 0 4381 1344 0 0 0 3276 1603 Total room bad Air required (cfm) 2239 104 3508 146 5725 265 4880 203 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightSofY 2017-Jun-21 1 Right- Suile® Universal 2017 17.0.16 RSU24011 Page 5 eAmesburyAGRE\ Lol286ThornbrookeAmesburyAGRE rup Calc = MJ8 House laces: E RDEL--AIR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD. FL 3277`11 PhND407-3333-266655(Fax• 407.333-3853 Web. WWW DEL -AIR COM Job: Lot286ThornbrookeAmesbu... Date: 6/4/2014 By: BENTLEY 1 Room name UTILITY 2 Exposed wall 12.5 It 3 Room height 9.3 It heat/cool 4 Room dimensions 6.0 x 7.0 It 5 Room area 42.0 I42 Ty I Construction U-value Or HTM Area (112) Load Area Load number (BIUNII;°F) (BIu1UJ12) or perimeter (11) (Bluh) or perimeter Heat Cool Gross I N/P/S I Heat I Cool Gross I N/P/S I Heat I Cool I IB0.340O'lI n 9.621- 4, 351-01-01-0110 OI r,va-cocs 2B-21v IIDO u. eur 0. 340 0 39D a a a a. oy 9. 62 11. 04 4. a0 10. 58 11. 99 ao 4 0 x 4 0 em 38 0 cm 42 0 13A- 2ocs 0.201 s 5.69 4.35 61 61 345 264 2A- 20v 0.340 s 9.62 10 58 0 0 0 0 2A 22c Q340 0. 201 s w Q 5. 69 10 58 4. 35 0 0 0 13A- 2ocs 0 0 0 0 2A- 20v 0.340 w 962 28.98 0 0 0 0 2A- 20v 0.3401 w 9.62 10.58 01 01 01 0 C 16B-30ad 0.032 0.91 1.74 42 42 38 73 F 22A-Ip 0.989 27.99 0.00 42 13 35U 0 6 c) AED excursion 42 Envelope loss/gain 1235 658 12 a) Inlillration b) Room ventilation 239 0 78 0 13 Internal gains: Occupants @ 23D Appliances/ other 0 0 600 Subtotal ( lines 6 to 13) 1474 1336 14 15 Less external load Less Iransler Redistribution Subtotal Duct loads 31 /, 495/6 0 0 0 1474 452 0 0 0 1336 654 Total room bad Air required (clm) 1927 89 1989 83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AC t\- wrigFttsoft' 2017•Jun•21 1 Righl• Sute® Universal 2017 17 0 16 RSU24011 Page 6 eAmesburyAGRE\ Lo1286ThornbrookeAmesburyAGRE rup Calc = MJ8 House laces, E 1 DEL -AIR Duct System Summary NfJ0D O- AM COMMMI016 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 AMESBURY Job: Lol286ThornbrookeAme... Date: 6/4/2014 By: BENTLEY 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 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.163 in/100ft 0.163 in/100ft Actual air flow 1160 cfm 1160 cfm Total effective length (TEL) 147 it Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (it) Ftg.Egv Ln (it) Trunk BATH 2 h 839 39 25 0.219 4.0 Ox 0 VIFx 24.6 85.0 st1 BED 2 h 1642 76 52 0.217 6.0 Ox 0 VIFx 25.6 85.0 SO BED 3 h 2066 96 62 0.300 6.0 Ox 0 VIFx 10.0 70.0 DINING/LIVING h 2863 132 101 0.226 7.0 Ox 0 VIFx 21.0 85.0 SO DINING/LIVING-A h 2863 132 101 0.287 7.0 Ox 0 VIFx 13.7 70.0 FAMILY RM c 7952 236 331 0.165 10.0 Ox 0 VIFx 45.1 100.0 st2 KITCHEN c 3508 104 146 0.171 8.0 Ox 0 VIFx 40.4 100.0 s12 MASTER BATH h 1457 67 41 0.165 5.0 Ox 0 VIFx 45.6 100.0 st2 MASTER SUITE c 5108 186 212 0.163 8.0 Ox 0 VIFx 47.2 100.0 st2 MASTER WIC c 125 3 5 0.171 4.0 Ox 0 VIFx 40.3 100.0 st2 UTILITY h 1927 89 83 0.298 6.0 Ox 0 VIFx 10.6 70.0 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 596 735 0.163 687 14.0 0 x 0 VinlFlx sit sit Peak AVF 843 913 0.163 654 16.0 0 x 0 VinlFlx wrightsof ' Right-SudeO Universal 2017 17.0.16 RSU24011 CA eAmesburyAGRE\Lol286ThornbrookeAmesburyAGRE.rup Calc - MJ8 House laces: 2017-Jun-21 17:08.45 Page I Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx wrightsoft, Rignl.Sude® Universal 2017 17 0 16 RSU2401t 2017•Jun•21 t7 08 45 Page 2 ACACA . eAmesburyAGRE\Lo1286TnornbrookeAmesburyAGRE.rup Calc a MJ8 House laces E FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name Lot286ThornbrookeAmesburyAGRE Builder Name Taylor Morrison Street: Permit Office: City, State, Zip- FL , Permit Number - Owner: Jurisdiction: 691500 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 6/22/2017 7:15 AM EnergyGaugeO 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 O This checklist O 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, a -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). O Energy Performance Level (EPL) Display Card (one page) 0 Mandatory Requirements(three pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report(usually one page) O If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 6/22/2017 7:14:27 AM EnergyGauge®- USRCSB v5.1 Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot286Jpor'^(rookeAmes AGRE r ^" Builder Name: Taylor Morrison Street: (—tU`—CnF(XLL'_,[`_ IL'.. ntJ„p p- 'H" Permit Office: City, Stale, Zip: ( t/ 7'7 ( Permit Number - Design Location: FL, Orlando '(L Jurisdiction: 691500 Cond. Floor Area:: 1589 sq.ft Cond Volume: 14778 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the lest, 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 i accordance with Section R402.4.1.2. i SIGNATURE: ho .- PRINTED NAME:'IV 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: 0 THE ST4 A Xcl"—<00 V 6/22/2017 7.15 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations I-Zesidential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 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. 0 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. 0 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 be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing- 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, 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. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -filling flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows, 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 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to lima air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC-raled and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM 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 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heal shall have controls that, except during defrost, prevent supplemental heat operation when the heal pump compressor can meet the heating load 0 R403.2.2 Sealing (Mandatory)NJl 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 lightness 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 Umin) per 100 square feel (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cim (113 Umin) per 100 square feel (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 be 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 Umin) 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. 6/22/2017 7.14 AM EnergyGauge© USA - FlaRes2014 - Section R405.4.1 Corn Pagel of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) D R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. D R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41•C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. O 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. D 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. 0 R403.4.4 Water heater efficiencies (Mandatory). 0 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 selling range shall be from 100•F to 140•F (38•C to 60•C). 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 bumer(s) of combustion types of service water heating systems to be turned off. 0 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 healing systems should meet the following criteria. 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal: and 2. Be installed at an orientation within 45 degrees of true south. p 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. p R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and healing equipment. 0 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 6/22/2017 7:14 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O 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: 1. 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. 2. 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. O 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. O 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. 0 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. p 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 falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. O 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. O 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. R403.9.1.2 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 verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard O 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. O 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. O 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 O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O 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. 6/22/2017 7.14 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 p I Y42X42 A/C SLAB ;i - eaI11C BY BLDR MIN 0 . rf i .•.`. a° W AI I i It 2' FROM WALL i I I.i e.1 .1 , ii A/E w OW1YP OO {; 1l •U (may yl mewM j Oiil PAD m••RI ? ` e s (V wwMe Iasi « f Fy O tf1, 16.16 rep 16.16 1.9 6 p iFAMILYaROOM VM Sif U0.EIUI m V R I1 0 I.cO N.Blli(g SL i f• . ep °S we. el.e i1iw9i 6I.c s yTuin G KITOIEN 0 ona emo p pQ . •n.1aA pQ3 , e.. r wN: If1 a I. iB I.cd .I 1. s - °• p ;: } (..) Q Q Z 2 e.°D. CAI .--1 BEDROOM 3' both duct w lu \_.N to roof co a f\Ll 0i 519PVI (U (U u. aae d;' DININGa00M • 6' w/Fon O \ \ 0 ge°"Iltmlm aN f.'M1 aA .Nutone 696RNH 0i 0i (,• a zl 6I.cd I 10 re a• MTMI ; W I ,. I 10;}ep It O r v E 16' fl. 70 TON V/5KV l240V Ihl O z DYINGROOMWetiorw Is LwL/ O a•_.•q{ i. 1 to rap ttdr IBili Wen ..rMIOZyet scale a/e'•1'0' to , w vc' 10.6 Lcdy, 12.6tooscaley 7• //-- i60R00M t0 L 1 aXM! Z IQ I+'141 a6 2..IBrQd a98 = GC o MOTE TO 6UILOER041Si PRDVIDE UNRESTRICTED O LLJ MK 1 INCH UNDERCUT KLOV DOORS TO MAIIITAILE ROOMS Q Trans/er dvcte/prft shed In compliance r ! Men . Ith norWa ReaWenVel MOV Code-MI602.4 tYlenced -t— elr. r O 3 R E% CEPTIONS 1-3 .^ l . 1 I 7y 0q O Qi D Co Qa 41l ClJ Z (LJ u vaaPyer .all cap GARAGE eQ BKRT IO- Inc irt.s - c c 0 \ YS : -- I~ IINI V f-.• R1 . 1 Q G O O Vi L __ o> rrl at.I. Yee..eamev '•f O H Q J H LL YeY I IIATOMtEGEND O om• ( A Ca 0. 1T I 1 lu i Z M III . MYYe10m. p Lna1 ey sp. —L C3 11.1 4ANAcdi Ns 6F. .r a.+ J Q I- CO F Q Elm U 6F. J O : Q CK Must have a nlnlnun clearance Of . Inches arou ondler per the State Energy code. All duct has on rib Insulation value. I LAMAI 1p16P. m J nree.Plee_ TOTAL 66 R. 7rU 6r TYP(GL MASONRY WINDOW SCHEDULE WINDOW WIDTHS # m >f 7r v 061 U7p6 DW DW 0sI NDW DW UW 2 7rYWNMW iIW NW S fN 6S N8W DW DW W W% Y iW W 4CMT.yym0RiM137fD 4'160O1 7fZ7 OL a6tLµ;ipl NTVAi, @ LIF.Ca1Q NO 90CR'J:1p6Q.RR 10 o01 y610N711E O:M00 Jn (YCAF vw6UUYe7. OIa,0110aD OJe} 161 DESCRIPTION AS FURNISHED: Lot 288, THORNBROOKE 'PHASE- 4, os recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florldo. BOUNDARY FOR/CERTIFIED TO: Toylor Morrison of Florida, Inc. LOT 307 N 00° 10' 44" W RECN I.R. I REC. 1/2- I.R. 40. 00' I.D. NO I.D. O' ry7' 34.80' LOT 288 34.80' 3.5x7.7' AC PAD 9.0' 5.00' CONC. 5.00' JO.0' W TWO STORY Cp RESIDENCE F.F.=24.33' C) O O O LOT 289 (7) CS c LOT 287p YV O A 00 0 Do 5.00' 5.0'S?, COV'D. BRICK 8.7' h o, 21.3' 5.00, 16' BRICK BRICK DR. WALK 25.20 5.20' J• 1.4' [ ON 4'' r? ON 10' UTIL. ESMT. ry1 0 355.03' bR' PC)) REC. NAIL 5' CONC. WALK REC. NAIL IN WALK IN WALK B.e.) S 00° 10' 44" E N L AREA CALCULATIONS: LOT - 4,800 SOFT. 40.00' LIVING - 1,157 SOFT. GARAGE - 451 SOFT. ENTRY - 74 SOFT. REAR PATIO- 27 BREEZEWAY - N/A DRIVEWAY - 403 SO.FT. SOFT. SOFT. GELGtL A/C PAD = 9 SOFT. 5xROCKYGROVELANEIMPERVIOUS-45.6 TRACT 1 (5O' R/w) - 2.188 SOFT, so0 UTIL. do ACCESS R/W q PROPOSED FINISHED SPOT GRADE ELEVATION R/W = 440 APRON - 110 SO.FT. SOFT. PER DRAINAGE PLANS BUILDING SETBACKS, SIDEWALK - 200 SOFT. I- = PROPOSED DRAINAGE FLOW FRONT - 25' SOD - 130 SOFT, LOT GRADING TYPE A REAR - 15' PROPOSED INFORMATION SHOWN AREA - 5,?40 SOFT. PROPOSED F.F. PER PLANS - 24.3' Vi SIDE 5.0' BASED ON SUPPLIED PLAN DRIVEWAY - 513 SOFT. SIDE CORNER - 10' AND/OR INSTRUCTIONS PER SIDEWALK - 267 SOFT. PROPOSED GRADE PER CONSTRUCTION PLAN CLIENT NOT FIELD VERIFIED SOD SOFT. CRUS1EXHEYLTR-SCOTT & ASSOC., INC. - LAND SURVEYORS LCGC"D - LCOOTD - 5400 E. COLONIAL DR. ORLANDO. FL. 32607 (407)-277-3232 FAX (407)-658-1436 P . PLAT aL. • POINT ON UWE F . rIELD TV. . TYPICAL IR. • RICH PIPE PAL • POINT Or RCVCRSC CURVATURE NOTM' 1. THE UNDERSIGNED DOES HEREBY CONIFY THAT THIS SIRW MEETS THE SrSavm OF PRACvOr SET FORM BY DE FLOMOA BOARD OF IR. •TRW ROD M.C. • POINT W COOMUND CLRVATNRE PROFESSV? M. SURYE CM AND APPPCM IN CHAPTER W-17 FLORIDA ADRRNISTRARYE CODE PUTTS LWr 10 SECTION 472.027. MORIOA STAn1CS CPR • CONCRETE IWDENi RAIL •RADIAL 2. VNLE55 NB055ED W7T11 SURVEYOR'S SONANRE AND OROVW. RAISED SEAL Itot SV1MY YAP Olt OMIES, N07 VALID• SET IR. . 1/2' IR, P/OLD 45% HA. • NON -RADIAL V.P. • VITIESS POINT 3• THIS SURVEY WAS PROW0 FROM RILE DIMMARON "NISNED TO W WR470R THOM MAY BC O1NE* RLTTRICDONS RCC RECOVCRCD P.G.D. • POINT Or DC61NDOM6 CALL • CALOULA"DR[iE7RDIC[ MWAAIDITPat. POINT OF CONKEN.'ENENT PAN • ILRWIVOR OR c4saaMS TH1r Ar7ECr M6 PROPERTY. 4. NO UNDEACIIOUND 01PROVEMENi4 HAYS BED/ LOCATED UNLESS OR4amm SMOWN. CENTCRLDE ri. • r1MIS1ED rLmR ELCVATIW B. THIS SURVEY R PREPARED FOR THE SOLE BMW OF THOSE CERTIFIED TO AND SNOIRD NOT W RELIED UPON BY ANY OTHER ENTRY. NDD LIAR A DISK DSL DUILDING SETDACK LINE B. DIMENSIONS SHORN FOR THE MARCH COP BfPROVUBMS HEREON SHOULD NOT BE USED TO RECOh IRUCI BOUNDARY UNM R/V RIONT-W-VAY DA DDMENRK ESMT. . EASEMENT D.D. 1Au WAR= 7. BEARDS. ,,IRE allM Ai"M OARW ANDD ON ILINE SMOWN AS EASE BEARM (B.B.) B. CIEVAROM Ir SHOWN ARE BASED ON NATIONAL GECVrRC BMW Or ID2D. UK= OFMM% E NERD. DRAIN DRAINAGE UTIL. • UTILITY D. COTT6IGTE OF AURORQAl10N NTT. 4590. CLrC. CHAIN LINK FENCE VOFC • VWD rENCC C/ D • CONCRETE DLOCK SCALE I- 1' 20'-1• DRAWN W. • P. C. POINT OF CIRVATURC P. T. • POINT Or TANGENCY CERTIFIED BY. GATE ORDER No. Est. : RADIUS RUUEIHGTNPLOT PLAN 02-27-17 058-17 PLOTL • ARE D • DELTA REVISED PLOT PLAN 03-20-17 1282-17 G . CHORD C• L • CHORD DEARING NORTH REL4SED PLOT PLAN 05-31-2017 FORALBDARO FOUND4770N/ELEVS. 09-01-17 3806-17 Cnmx/ ELEVS. 02-02-18 B 15-18 THIS Bu/LDINC/PROPERTY DOES.NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER nRM' T GRUSEN R.LS. / 4714 ZONE X. MAP j 12117C 0055 F. W. SCO R.LS j 480E L14teJE t II-1913 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: I f' (?6 Z06 Builder Name: / j'df 1n%r fSOn Street: y y g Rd'j `j 1'a VG LCL , a Permit Office: City, State, Zip: Sq') rej - - Z7- I Permit Number: 11- 194 7 Design Location: _T_ „ h __ Jurisdiction: Envelope Leakage Test Results Single Point Test Data: HOUSE PRESSURE: 5016 FLOW: Leakage Characteristics CFM (50): I I Z 1 ACH(50): f 5-7 R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. -.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During Testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures: 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, 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 .'VSIGNATURE: - F =1 PRINTED NAME: Geri 6- G r DATE: / / l / q / 1 Where required by the code official, testing shall be conducted by an approved third -party. A written report of the test results shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Florida Building Code Duct Leakage Results Builder: Tcm Iov- Morrison Neighborhood: 17,9fA L Ito e Lot M 2-91 Address: Ll y9 ku rD e L'a n 2 F-0 11City: &n --d State: _ Square Footage: S Stage of Construction for Test Permit M N7 Rough in with Air Handler Rough in no Air Handler IoPost Construction Duct Leakage Test Results: uot I ) Duct Leakage percent requirement: /o System CFM25 Square a a FootW3,3 CFM/10Ducte 0 age Location Pass or Fail 217 o C Ij 3 4 5 Pass Fail Rating Company: SkyeTec® Inspection Date: Rater Name: Rater Signature: me" The Energy Code Experts 9570 Regency Square Blvd. Suite 410 JacksonvOle;...M.3,2225 Phone: 904.482.400011.866.SKYETEC' www.SkyeTec.com DESCRIPTION AS FURNISHED: Lot 286, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, • Florida. BOUNDARY FOR/CERTIFIED TO: Genay Zuluaga; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding LOT 309 II AT 00014' SS" W I REC. 112" I.R. I REC. 1/2" I.R. 40. 00' NOI.D. NO I.D. 18 13• LOT 286 24. 80 16. 1 AC PAD COV' D. 5. 00' CONE. 5.00' 30. 0' W W ONE STORY pIn RESIDENCE j I F. F.-24.50' O p pLO cOLOT 287 <} C LOT 285 T R c co0r.0 l COV' D. BRICK 4. 3' 5. 00' t6 5. 7' 10. 0' c DO 20. 0' 5. 00' 16, BRICK DR. BRICK WALK 25. 2 ' 5.20' 1' 2 10' UTIL. ESMT. I OFF OFF 394. 30' REC. 1/2" I.R. 5' CONC. WALK SET N&O (P) NO 1•0. B. e.) AT 00014' 55" W N4596 40. 00' - ON LOT AfrQ (:ALGIII_•)710N:' LOT = 4,N00 SO c r. LIVING = 1.586 S0.1') Q9 Qy a GAIrAGF = 403 ENTRY a 75 SO FT. M1ry LANAI 107 :0.rr. tiQ1p Gr G BRCCLEWAY = N/A 5017 ORIVr. WAY = 4L13 SO.rT ROCKY GROVE LANE AAA' PAD = 12 SO/ `, 50' R/W) TRACT I IrrPERwOUS= 5,50 A. 2, 639 `Tr, TT UTILITY & ACCESS R/W SOD 2 161 ':0, P. C•1LCULAT OrrLOTARRjW = 440 S) i Q Q PROPOSED FINISHED SPOT GRADE ELEVATION T 10 'S0 F7 S1UEWnCK = 200 So FT. SIDEWARONLKPER DRAINAGE PLANS BUILDING SETBACKS - -SOU - 1,50 :,G?. V` tw- PROPOSED DRAINAGE FLOW FRONT 25' A A A — LOT GRADING TYPE A REAR a 15' PROPOSED INFORMATION SHOWN AREA = 5,Z40 SQ ri PROPOSED F.F. PER PLANS a 24.5' SIDE = 5.0' BASED ON SUPPLICD PLAN DRIVEWAY = :+ , SON rI SIDE CORNER - 10' AND/UP. INSTRUCTIONS PER SIDEWALK = 250 .`>U. L I PROPOSED GRADE PER CONSTRUCTION PLAN + CLIENT NOT I70.0 VCRIFICU SOD = 2,291 SO i1. CRUSENH, 67'. R-SCOTT ASSOC., INC. - LAND SURVEYORS.. LEGEND- LEGEND 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • PLAT PAL • POINT ON LING r • FIELD TYR • TYPICAL I. P. WON PIPC AL • POINT OF REVERSE CURVATURE LC. • POUR Or CONFOUND CURVATURE NOTES: 1. THE UNDERSIGNED DOES HEREBY CLRW THAT THIS SVRATI MEETS ME STANDARDS OF PRACTICE SET FORTH BY ME FLORIDA BOARD OF PROFESSIONAL SURVEMRS AND MAPPERS W CINPTER W-17 FLOWDA AOHINISTRIRVE CODE PURSUANT TO SECTION 472.027, rLOR1M STATIICS IR • IRON ROD C. N. CONCRETE IOARIENi RA0. • RADIAL 2. UNLESS EMBOSSED WIN SURYETOR'S SIGNATURE AND ORIDWA. BUSED SEAL THIS SURVEY LAP OR COPIES ARE NOT MUD. SET LR. • 1/2' IR •/BLB 4596 NR NON -RADIAL VP. • VITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE WFORALAITOH FURNISHED TO THE SURVEYOR. THERE ANY BE OTHERsRESTRICTNTNS REC RECOVERED PA. B. POINT Or BEGINNING CALC • CALCIRATCDREFERENCE A.C. POINT Or CONCICENENI PAIL ERNA/QR MONUMENT rr. • FINISHED FLOOR ELEVATION OR FASEWENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND WPROVETIENiS INYE BEEN LOCATED UNLESS OTHERWISE SHOWN. S. THIS SURVEY LS PREPARED FOR THE SOIL BENEFIT OF TNOSE Comm TO AND SHOULD NOT BE RCUED UPON BY ANY DINER CNITTT: • CENTCRLINEH D NAIL L DISK B3L WILDING SETBACK LINO L. DIMENSIONS SNOWN FOR THE LOCATION OF AWPROVEMENTS HEREON SHOULD NOT BE USCG TO RECONSTRUCT BOUNDARY EWES. R/ V RIGHT-W-VAY DR • BWCHHARK SCARING ESNT. CASCHENT Bi BASE RING 7. BEARIMM ARE BUSED ASSVUED WTUTA AND ON, THE LINE SHOWN AS BASE BEARING (B.B.) ' B. CICVSTIONS, AF SHOWN. ARE BASED ON NATIONAL GEODETIC 04TUM OF IP29, UNLESS ODIERW*r NOTED. DRAIPL • DRAIMAGC UTIL. • UTILITY B. CCPRFTCATE OF .WTHORIZAAON No. 4798. CLFC. CHAIN LINK rUCC vDrr- VDDD rrwE C/ B • CONCRETE BLOCK SCALE DRAWN BY: .• P. C. - PONT Or CURVATURE P. T. • POINT OF TANGKICY CERnnrE By. DATE ORDER No. RESC. DESCRIPTION RADIUS PLOT PLAN 03-10-17 1056-17 ARC LENGTH L • DELTA REVISED PLOT PLAN 05-31-17 E • CHORD F-ORM90ARD FOUNDATION/ELEIS. 07-25-17 3022-17 C. B. • CHORD BEARING NORTH FINAL/ELEVS. II-02-17 4856-17 46sy THISSUILOW01PROPERTYOOES. NOT UE WITHIN THC ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' X. CRUSE MEYER, R.L.S. 1 47I4 ZONE 1(' MAP I 12117C 0055 F. JAMES W SCOTT. R.L.S A 4801 448 iZoc 4, 1?-lot 4Z J J6 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT'APPLICATION Application No: Documented Construction Value: S 1 _Iq q,,,7 1: qq, RILI-co- I Cr. ^rJobAddress: L) Historic District: Yes Nop Parcel ID: ResidentiaQ Commerdial Type of Work: New; Addition Alteration Repair Demo Change of Use Move 11 Description of Work:l:o-rit.n - AG' LJi _y rx'el we, r Plan Review Contact Person: ., Title: Phone: 1.5$S OpI,( Fax:L,OZ-333-385 cL-3 Email: kyar- I LY, 6Dn' I,, Wjyy_r1 Property Owner Information Namek w Phone: Street:_ o&()U VP_ _ i Resident of property? : I Vo City, State Zip: A Cont a or Information 1 :.. - L10-7- 6g5Namel -A" 1-' •Phone: Street: eD3 I Cod TSL0 Fax: q0-1- _Z AZ _ 3le53 City, State Zip: 5ary State License No.: 3 O Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 1053 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 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate work will be done in compliance with all applicable laws regulating construction and zo g. Signature of Owner/Agent Print Owner/Agent's Name Date Signature,of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID of Contractor/Agent s Name Signature of No ry-State ot Florida Date CHERYL D AKERS MY COMMISSION # FF998962 Z,d EXPIRES June 05, 2020 07) a99-0157 F1orW&N*1iryScrAm.wm Contractor/Agent is Personally Known to!Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: H. of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application /