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218 Tuskegee St; 13-1764; NEW SFHB.- CITY OF SANFORD BUILDING=&_FIRE PREVENTION PERMIT APPLICATION ApplicationNo:No: 20 l Documented Construction Value: $ Job Address: 218 TUSKEGEE - Sanford FL Historic District: Yes No fm Parcel ID: 35-19-30-523-0000-0030 Zoning: SR1 Description of Work: Construction of New Single Family Residence Plan Review Contact Person: Richard Kovacsik Title: President Phone: 407-403-5658 Fax: 407-322-8641 E-mail: rick@CBlamerica.com Name Betty CLARK Street: 218 Tuskegee Drive, City, State Zip: Sanford FL 32771 Property Owner Information Phone: 407-321-0904 Resident of property? : Yes Contractor Information Name CORINTHIAN BUILDERS INC Street: PO Box 950850 Phone: 407-403-5658 Fax. 407-322-8641 R City, State Zip: Sanford FL 32771 State License No.: CGC 058246 Architect/ Engineer Information Name: H Vit L-. O rU Phone: 1i6 7 - 2,S'Z ' 9 D 3 '7 Street: _((, 1VC14-7-vtz LS FiC,-L1 4-y is Fax: City, St, Zip: /+ L_ -S;¢-#;'K S P1g11 +Y-S EEL- 3 Z7I4 . E-mail: 12 bf ' N 2 }}a tv/r3 r , , c 0 ' Bonding Company: Mortgage Lender: Address: 17,. anO (0 to % 0 ? = / ? 7 2 p 0 A ress: gp20 K_ -- r 6 PERMIT INFORMATION Building Permit LUG Square Footage: 2-2- off (el Construction Type: No. of Stories: No. of Dwelling Units: / Flood Zone: X Electrical Plumbing New Service - No. of AMPS: New Construction - No. of Fixtures: _ Mechanical 11 (Duct layout required for new systems) Fire Sprinkler/Alarm 11 No. of heads: 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Jun 013 Signature Owner gen B tty CLARK P=rintOwner'/'AAgent's Name Signature of Notary -State of Florida Date a°;•' u, MARIACOR'ALIE MY COMMISSION # EE 860Ti. EXPIRES: December 27,2016 r° a r as O Bonded Thru Budget NOW-; Su ricer Owner/Agent is Personally Known to Me or Produced ID Type of ID _,h ,t , . APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: SignatureofContractor/Agent Date i C'1!ICrd Knd Print Contractor/Agent's Name z* 7,13 Signatur• pTQtary-State of Florida ate MYCOMMISSIom Ei:: 410EXPIRES:R 3r u?sr2 iJi OF' Contractor/ Agent is personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: f z . L r l KA 1 CITY OF SANFORD BUILDING & .FIRE PREVENTION PERMIT APPLICATION Application No: , Documented Construction Value: $ 13 Job Address: 218 TUSKEGEE--® - Sanford FL Historic District: Yes No Parcel ID: 35-19-30-523-0000-0030 Zoning: SR1 Description of Work: Construction of New Single Family Residence Plan Review Contact Person: Richard Kovacsik Title: President Phone: 407-403-5658 Fax: 407-322-8641 E-mail: rick@CBlamerica.com Name Betty CLARK Street: 218 Tuskegee Drive City, State zip: Sanford FL 32771 Property Owner Information Phone: 407-321-0904 Resident of property? : Yes Contractor Information Name CORINTHIAN BUILDERS INC Phone: 407-403-5658 Street: PO Box 950850 City, State zip: Sanford FL 32771 Fax: 407-322-8641 State License No.: CGC 058246 Arch itect/Eng1neer Information Name: fZ H tiU' tr _, & AJ Phone: 16 7 - 2-,S`2- ` °1 C 3 -7 Street:- 'mod 6 A7_Vte1ZS F) C%- _6 Fax: City, St, Zip: /1 Zsrfety i 5,'+ ins S l=L_ 32-7Yq E-mail: Bonding Company: Address: Building Permit 19 Square Footage: 2-2- 4 %o No. of Dwelling Units: Electrical Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: /\ Plumbing No. of Stories: New Service - No. of AMPS: New'Construction - No. of Fixtur_es:_-_—_ Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. q Jun 2013 Signature Owner gen nB tty CLARRKK P_rintt Ownne r/'Agent's Name YKAt J Signature of Notary -State of Florida Date MAN COWALLL MY COMMISSION # EE 660T . EXPIRES: December 27, 2Jt Ir TPOF F`o\ Os• Bonded Thor Budget WWI S'i';!C`=` Owner/Agent is Personally Known to Me or Produced ID Type of ID b ,I . APPROVALS: ZONING:AM 1.1 - 17 UTILITIES: COMMENTS: Rev 11.08 Signature fof Contractor/A/ggent Date Print Contractor/Agent's Name SignaturSq€J.jigtary-State of Florida ate go "««tto MARIA U;3i' i_i m MY COMMISSIGM # LF ;1(") r EXPIRES OF FIB ' Contractor/Agent is personally Known to Me or Produced ID Type of ID WASTE WATER: a: CITY OF SANFORD BUILDING & .FIRE PREVENTION PERMIT APPLICATION 1 f Lo Application No: Documented Construction Value t: $ % Job Address: 218 TUSKEGEE-D - Sanford FL Historic District: Yes No Parcel ID: 35-19-30-523-0000-0030 Zoning: SR1 Description of Work: Construction of New Single Family Residence Rt-+mac e-` 4' ` Plan Review Contact Person: Richard Kovacsik Title: President Phone: 407-403-5658 Fax: 407-322-8641 E-mail: rick@CBlamerica.com Name Betty CLARK Street: 218 Tuskegee Drive City, State Zip: Sanford FL 32771 Property Owner Information Phone: 407-321-0904 Resident of property? : Yes Contractor Information Name CORINTHIAN BUILDERS INC Phone: 407-403-5658 Street: PO Box 950850 City, State zip: Sanford FL 32771 Fax: 407-322-8641 State License No.: CGC 058246 11 Arch itect/Enginee.r Information Name: I'Z H Wi t- _ & A-) Phone: 'tt 7 7S"2- 3 % Street: t'f- 6,- 7-1-Ie _S FI 4-V U Fax: City, St, Zip: /1 i '"f"" 44 r-"L_ _Z`71 E-mail: 120""E=1"-6 P-C40TA/0IL-•'c:'Ul Bonding Company: Mortgage Lender: Address: Building Permit 19' Square Footage: 277- Lf No. of Dwelling Units: Electrical Address: PERMIT INFORMATION Construction Type: Flood Zone: Plumbing No. of Stories: New Service- No. of AMPS: New Construction -No. of Fixtures: Mechanical 11 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. 11 Jun 013 Signature Owner gen B t ARK Print Owner/Agent's Name YWAtaj &Lro '_ J,;2,/,3 Signature of Notary -State of Florida Date MARIA CCIPAL 1 MY COMMISSION # EE BK T EXPIRES: December 27, 20 0 f9rFOF Bonded Thri Budget Notar/ FIOP\! Owner/Agent is Personally Known to Me or Produced ID Type of ID 2 ,L, _ APPROVALS: ZONING: SignatureofContractor/Agent Date Print Contractor/Agent's Name q" 11, cfu &1-2-2 b SignaturteP Mary -State of Florida . ate MY COMMISSION # H. EXPIRES C o: v 9", OF FLOP\ .,;'1 3'i .. ! a! 1g11;<,_ .... Contractor/ Agent is personally Known to Me or Produced ID Type of ID UTILITIES: WASTE WATER: ENGINEERING: - BUILDING: - COMMENTS: Rev 11.08 rJ ` COUNTY OF SEMINOLE IMPACT FEE STATEMENT 9t-(c' STATEMENT NUMBER: 13100004 BUILDING APPLICATION ##: 13-10000489 BUILDING PERMIT NUMBER: 13-10000489 UNIT ADDRESS: TUSLEGEE ST. 218 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT NAME: BETTY & THOMAS CLARK ADDRESS: 218 TUSKEGEE ST SANFORD LAND USE: DEMO & REBUILD SFR DATE: August 26, 2013 35-19-30-523-0000-0030 PARCEL: TRACT: BLOCK: LOT: FL 32771 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 218 TUSKEGEE ST. / DEMO & REBUILD SINGLE FAMILY RESIDENCE / NO NEW FEES FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS N/A ROADS -COLLECTORS N/A 00 FIRE RESCUE N/A 00 LIBRARY N/A 00 SCHOOLS N/A 00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE .00 t _ STATEMENT p RECEIVED BY: M.A,4 PNrL,,C( SIGNATURE: PLEASE PRINT NAME) DATE: 6cv L113 NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIF OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP 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. 08/26/2013 15:56 407-322-8641 THIS WCThI UMENT P XPARM Name: y +_i i l Address: _ 7,11, j, ' r V NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: `! PAGE 02/02 hVIRYAl' MORSE, CLERK OF CIRCUIT COURT G%.19iINOLt COUNTY. Rl'( 06075 Pp M7 y (1 pp ) CLERR5 0 20131089173 RECORDED 07/06/n13 01 p i405 PM R QURDING FEE$ 10,00 RECORDED BY H NVore Parcel ID Number: 35-19-30-523-0000-0030 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance withChapter713, Florlda Statute$, the following Information Is provided In this Notice of Commencement. DESCRIPTION OF PROPERTY: (LegAl description of the property and street address If available) 218 TuskegW1 _ S LEG LOT 3 2 PB 16 PG 24 GENERAL DESCRIPTION OF IMPROVEMENT: Construction of New Single Family Residence OWNER INFORMATION - Name; Se_. tty Cl ark Address; 218 Tuskegee Drive - Sanford FL 32771 Fee Simple Title Holder (If other than owner) Name: Address: CONTRACTOR: Name: COPINTHIAN BUILDERS INC Address: PO Box 950850, Lake Mary FL 32795-0850 Parsohs within the State of Florida Designated by Owner upon whom notice or other documents may be servedasprovidedbySection713.13(f)(b), Florida statutes. Name; r 0 "10f014,t I'r c;rc'ti :` 1 ifZt2,-r.C. ... a i art! L''L."c.e•r.an-)r7 c'lr f yr,s,l1, X["2 t/rtc-:- Address; •Sr,3't 1' , L 1 1Kt-5 l UJ fj r" 'e a I., A/ J) S n-i--) J- Q 9 I- L- 7. 7 7 '3 . In addition to himself, Owner Designates of To recelvo a copy of the Lienor's Notice as Provided In Section 713,13(1)(b), Florida Statutes, Expiration Date of Notico of Commencement (The expiration date Is 1 year from date of recording unless adifferentdatalaSpecified) WA&WtVOI TO OINVga ANY.PAYMENTS MADE BY THEOWNER AFTER THE EXPIRATION OF THE NOTICE OFCOMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART' I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR:PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ANOTICEOFCOMMENCEMENTMUST13ERECORDEDANDPOSTEDONTHEJOBSITE. BEFORE THE= FIRSTINSPECTION, IF YOU INTEND TO OBTAIN FINANCING, -CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORECOMMENCIN(3 WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I havo read the foregoing and th the facts Stated In it are truetotestofmykttowieaandbelief, 1541 BettV Clarkcaner:: 5lnnaturn Ownoep Pdnted Name FlorlgA Statute TI3, 3(1)(g); ^ The owner must Sinn the notice of commencergrnl and no aho else may ho penniuce to sign in his or her Tined." State of a ,L County of "rr4l( v The foregoing instrument was acknowledged before me this —2 1 day of by Ilnq.lfflt m, Who is personally known to meINAmeofportionlORwhohaspkducedIdehtlflcatlonci typo of Idontlffcation produced: MMIACORVIU Ml'OMMISSION I EE 660770 t ESi I kDecember27,20M or, tee ' N)ded Tim Budget Notary SNNCae Plan Review Comment Letter Page 1 of 1 Deen,Joy From: Deen, Joy Sent: Monday, July 01, 2013 2:17 PM To: 'rick@cblamerica.com' Subject: comment letter.doc City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: July 1, 2013 Contact Person: Richard Kovacsik Contact Phone Number: Contact Fax Number: Contact E-mail Address: rick@CBlamerica.com Building Permit Application Number: 13-1764 Project: Single Family Residence Job Address: 218 Tuskegee Street ARCHITECTURAL 1. No comment. STRUCTURAL 1. No comment. MECHANICAL 1. No comment. PLUMBING 1. Sheet 1 of 4. Need two sets of site specific Plumbing Riser Diagrams. Cannot accept as Typical Riser Diagram. Can be resubmitted on 8 x 11. ELECTRICAL 1. No comment. Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner 7/1/2013 REVISION I AUG 2 2 2013 PERMIT # J I DATE 2 Z 113 PROJECT ADDRESS 2-1 f T US KffC,(5--tf fl (Z CONTRACTOR- PHONE # q -7 Lf - S S cFAX # L1d i 3 2-2- 9(,Lll CONTACT PERSON i e- « A/,4C-S ) I, --- DESCRIPTION OF REVISION T72-L);S g UTILITY DEPT FIRE PREVENTION PLANNING BUILDING Z 1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: : 1<0%/Vi Firm: ; ,ate i3u S, Address: Po S3 m g 5 o g SU City: San to r d State: FL Zip Code: 327 7/, Phone: #07- Y03, s'6S8 Fax: Email: Property Address: 2 i,a Property Owner: JSe,z C le. Parcel identification Number: 3,5 52-3- oo 6o - oy 30 Phone Number: Loi0, 32/- 0 qOq. 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 4076) 7 7 3`er+"= S f' OFFr• ICI' AL'U,EONL-*Yr...,,,,....,;.,__...: :.`<...' .:.a}_ , Flood Zone: Base Flood Elevation: Datum: FIRM Panel Number: l y 117C c7y 70 F Map Date: 9,L2-a/o 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 9--The parcel is not in the: odplain 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 `A', the best available information used to determine the base flood elevation is: Reviewed by: ' Date: T:\Engr-Files\ Elevation Certificate\Flood Zone Determination Request Form.doc City of Sanford 13 Building & Fire Prevention Division j Ph: 407.688.5150 Fax: 407.688.5152 Residential Permitting Procedures & Checklist Project Name, Number or Address: Steps in the Permit Process: i 1. Submit an application with required documents. 2. Pay estimated plan review and application fees upon submittal. 3. Documents will be reviewed to determine if your project is in compliance with the construction codes, the zoning ordinance, and with other municipal or state ordinances and statutes. 4. Results of review process will be forwarded to you; resubmit required changes as well as remaining fees. 5. The permit will be issued upon receipt of all required fees. 6. Call 407.688.5151 for inspections. Inspections called in prior to 4:00 P.M. will be performed the following business day. If there is a rejection on an inspection, a reinspection fee will need to be paid prior to the next reinspection. After hours inspections are available for an additional fee. If this is required, request an after hours application and a copy of our policy. 7. Receive an approved final inspection. What You Need to Submit: Use this checklist when submitting; mark N/A if specific item is not needed for your project. Failure to furnish required documents will delay processing your submittal. Five sets of plans signed and sealed by a design professional licensed by the State of Florida, or by methods outlines in the current edition of the Florida Building Code. All plans shall have a minimum '/4 inch scale. Building plans shall include the following: Foundation plan reflecting footer sizes for all bearing walls. Provide a side detail reflecting the placement and size of reinforcing steel. Detail shall also reflect slab thickness and reinforcement if used. Floor plan indicating all interior walls, room sizes, ceiling heights, door and window locations and sizes, all landings and stairs, plumbing fixtures placement, air handler location and the electrical layout including the service location. s reflecting the type of fireplace, hearth size, and chimney clearances above roof. An elevation of all exterior walls — north, south, east and west. Cross section of the exterior wall reflecting all components used for the construction of the wall assembly and pitch roof areas. Framing plan for all joist systems, ceiling joist systems, and roof rafters when the roof systems are conventionally framed. The details shall include the size; species and spacing of members. All bracing requirements shall be detailed reflecting size and fastening means. Sttirs-have detail of treads and risers in accordance with codes and reflect the location of handrails. Rev. 04.12.12 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 A square footage table reflecting the square footages for living area, garages and porches, entry and patios. Fwo ets of the following: Florida product approval for windows, doors and roofing materials. Engineering for roof trusses and floor systems members. tre) signed sets of Energy Code Forms Other Stuff You Need to Know If you are the owner/occupant, you. are allowed by Ch. 489.103(7) of the Florida Statutes to apply for and obtain a building permit, for certain types of construction. A Disclosure Statement will require your signature and addresses the limits of construction activity allowed by state law. Separate permits are required for all electrical, plumbing and mechanical, alarm systems, sprinkler systems, suppression systems, and out buildings or structures. The purpose of the executed construction contract is to estimate a plan review charge. If the executed contract is not submitted, the City reserves the right to calculate the plan review fee based on past permit activity levels and or the International Code Council tables. Should calculated charges exceed the documented construction value, credit will be applied to your permit fees when. the permit is released. Should calculated charges be less than DCV the additional fees will be collected before the permit is released. If construction is located within the City's Historical District, approval needs to be obtained from the Historic Preservation Board before applying for a building permit. Please call 407.688.5140 for additional requirements for a property located with the HD. Rev. 04.12.12 SCPA Parcel View: 35-19-30-523-0000-0030 13.a'Ot rrl tram ,7iQVA Property Record Card 1PROM- 11T 1 Parcel: 35-19-30-523-0000-0030 ppl" SIM Owner. CLARK BETTY R & THOMAS 11hk} 1:7 +4tJ4Rvt 4A Property Address: 218 TUSKEGEE ST SANFORD, FL 32771 Back < Previous Parcel Next Parcel > F Save Layout Reset Layout New Search Parcel: 35-19-30-523-0000-0030 Value Summary Property Address: 218 TUSKEGEE ST Owner: CLAR< BETTY R & THOMAS Mailing: 218 TUSKEGEE DR I SANFORD, FL 32771 - 3069 i Subdivision Name: ACADEMY MANOR UNIT 02 Tax District: S1-SANFORD Exemptions: 00-HOMESTEAD (1 994) j DOR Use Code: 01 -SINGLE FAMILY Legal Description LEG LOT 3 ACADEMY MANOR UNIT 2 PB 16 PG 24 Tax Details 2013 Working 2012 Certified Values Values Valuation Cost/ Market Cost/Market MethodNumber of Buildings 1 1 Depreciated Bldg Value 61,918 60,913 Depreciated EXFT Value 600 600j Land Value Market) 7 000 7,500 Land Value Ag Lust/ Market Value ** 69, 518 69,013 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj Assessed Value 69,518 69,013 Tax Amount without SOH: $637 2012 Tax Bill Amount $637 Tax Estimator Save Our Homes Savings: $0 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority County General Fund Assessment Value 69, 518 Exempt Values 4_ 4,57 8 Taxable Value 25 ...._...._ _ . 00.....0 0Schools 69,518 25,000 44,515 City Sanford 69,518 544,51 8 25,000 SJWM( Saint johns Water Management) 69,518 44,51 8 25,000 County Boncisj 69,5181 44,5181 25,000 Sales Deed Date. Book Page Amount Vac/Imp Qualified QUIT CLAIM DEED 04/2013 08003 1 527 5100 Improved No WARRANTY DEED 01/1974 01019. 0039 100 Improved No Land Method I Frontage Depth Units Unit Price I Land Value LOTI 0 0 1,0001 7,000.00 57.000 Building Information Description Year Built Fixtures Base Total SF Living Ext Wall Adj Rep] Appendages Actual/Effective Area SF Value Value 1 SINGLE 1972 5 1,053.002,230.001801.00 BRICK/WOODI$61,918 78,377 FAMILY FRAMING Description Area Page 1 of 2 http:// www.scpafl.org/PareelDetails.aspx?PID=35-19-30-523-0000-0030 6/21/2013 r COT TR C T OR SERVIC S AGREEM-ENT CUBG DISASTER RECOVERY XND HOME PIRI GGRANI ;-CONSTRJC:T ON C '- 815942/Aw"OHIS AGFiEEW is made and. entered into this Z day of 201', , by and between BUILDERS, ETC., duly authorized to conduct business in the State of Florida, whose address is P.O. Box, 950850, Lake Mary, Florida 32795-0850, hereinafter referred to as, "CONTRAC TOR", and SEN R-;DLE COUNTY, a political subdivision of the State of Florida; whose address is Seminole County Services Building, 101 East First Street, Sanford, Florida 32771, hereinafter referred to as "COUNTY". TI. w, gS r!I: tea• COUNTY.. desires to retain the professional residential Reconstruction services of a competent and qualified contractor to provide for an identified Community Development Block Grant Disaster Recovery Program funded home Reconstruction , Seminole County; and t: COUNTY :has ;allocated fans from its currently available HOME Program funding ' allocation, from t HUD rand CDEG Disaster Recevezy funds received through the State of Florida for completion of the Project herein describes; and. VR;, EAS, COUNTY has requested and received competitive proposals for the retention ofresideritial Reconstru.eltion services from qualified contractors; and AS, , CONTRACTOR has been deemed competent and qualified to furnish contractor services to COUNTY and desires to provide professional services according to the terms and conditions stated herein, N0 +, TITERL, FORL in consideration of the mutual understandings and covenants set forth herein, COUNTY and CONTRACTOR agree as follows: couviM CRY SE CDBG Disaster Recovery/HOME Program Reconstruction MARYANNE ` f OR CC- 8153-12/AMM) CL' E.,K OF IRCU4, C° URT Page 1. of31 N111110LE 0 E 1't' p tf SE . t i} `Hi1D" shall mean the United States Department of Housing and Urban Development. j). ``Parties". shall mean CONTRACTOR and COUNTY with respect to thissF . Agreement. k) "Project shall mean the demolition and debris removal of the present, derelict, residential, structure and:,, outbuilding, including the concrete slabs, followed by construction of a new,singie-family:home on -the Property, including 4< + necessary site work and on -site septic waste disposal, system: by..- CONTRACTOR in accordance with Section 3 hereof, Exhibit A to this Agreement ;and the ,Contract Documents utilb iug C+OUNTY's allocation. of CDBG Disaster Recovery funds received.through the Florida Department of Community Affairs, : ; as specifically authorized and described in the terms of COUNTY's Notice to Proceed to be issued, including any change orders_as:well._as the collective definition for ;: services performed by CONTRACTOR under #his. Agreement and . r Exhibits hereto: The foregoing notwithstanding, "Project" may include ,the, .installation ana ;erection of a suitable manufacturer) home in lieu of a conventionally j >>.;constructed home,; % the sole option,,of COUNTY,. which option, if chosen shall be specified in the Notice to Proceed issued hereunder. _ 1) "Property" shall; mean the real property parcel located at 218 Tuskegee Drive, Sanford, Seminole County, Florida 32771 and bearing parcel identification number 35-19-30-523- 0000-0030. Reconstruction',', shall mean the demolition and debris removal of the pre-existing structure on the Property, site work and on -site wastewater disposal system replacement or modification, as well. as complete replacement of the residential structure, including those enhancements for energy efficiency or other work necessary to render the improved Property CDBG Disaster Recovery/HOME Program ReconsCruction CC-8159-12/AMM) Page 5 of 31 r , xr" CLARK RECONSTRUCTION, 218 TUSKEGEE DR., SANFORD, FL 32771 CONTRACTOR shall completely demolish the existing residential and ancillary structures ontheproperty, including the concrete slab, as well as haul away and ropedebris: prly dispose of the CONTRACTOR shall reconstruct one (1) single family house containing four (4) bedrooms, two2) bathrooms and a one (1) car'garage with a living area under roof consisting of at least1,750 square feet of heated living space, along with all attendant development costs, siteWork, 'infrastructure, and essential appliances for occupancy by the current owners of thepropertyInlieuofconventionalconstruction, CONTRACTOR may be required to install anderectamanufacturedhorn'e of the same number of bedrooms, bathrooms, and squarefootage'as specified above; "COUNTY personnel have confirmed with the city of SanfordPlanningandZoningDepartmentthatamanufacturedhousingunitisallowablebytheDevelopmentCode `providing it meets the requirements of the city's Building code. Thehousingunitshallbeaccordingtotheplans, specifications and drawings prepared by or onbehalfofCONTRACTORasapprovedbyCOUNTYandshallbeconstructedonthepropertydescribed'below: rty CONTRACTOR shall perform construction of the home on the parcel located at 218 TuskegeeDrive, Sanford, Seminole County, Florida 32771, parcel identification number 35-19-30-523- 0000=0030 The above property is currently serviced by the City of Sanford Utility Department and isconnectedtocitywaterandsewer. CONTRACTOR is to connect the new unit to theseutilities: CONTRACTOR is be responsible for coordinating the move out of the client and providing 2 PODS forthetemporarystorageof -the household furnishings and other client belongings. CONTRACTOR is responsible for obtaining and paying for all required permits (including thedemolitionpermit). CC-8159-12/AMM — CDBG Disaster Recovery Reconstruction M Page 1 of 2 Pursuant Io.and in compliance with your Invitation for Bid, the Instructions to Bidders, and other documents relating thereto, :the undersigned hereby agrees to furnish all labor, Materials and Equipment to do the Work in strict accq;dance with the Eontract Documents and all addenda, if any, issued prior to the date of this Bid at the Total Bid herein as follows - TOTAL AMOUNT: GP' BID OPTION 1: - (mrJuding permitting _& demolition) ROME RfiC(7N8TRUCTTON: Based on the scope and spec ficadons, the bidder is responsible for the complete reconstruction of the defined structure to be approved by the County and the homeowner. 144,615.00 tNUlvIslRs) one hundred & farty4our thousand, six hundred & tif`ceen dollars, zero cents— iN WORDS) k'TOThj,AMQMjT C'r II',ingpetai't1 g s derx option) ERECnON OF MODi1LA:R;HONM:.Based on the scope. and specifications, the bidder is responsible for the complete erection af'a modular home.to be approved by the County and the homeowner. AII3l`iMERS) n-aRe•hundred & sixty thousand, tvvo hundred & eighty dollars, zero cents -- IN WORDS) 1, The Bidder 4eknowledges that the Tot-1 Amount of Bid stated above includes the sung of 50.00 or 1% of the Bid whichever is greater, specific consideration for indemnification. 2. The Bidder n1m.owledges that the Tot<.fi Amount of Bid stated above includes compensation for all Work, labor, permits, bonds, equipment, mrterials, and any and all incidental costs necessary for the proper execution of the required services. The Bidder a&notwledges 4111V2 receipt, e:ecutlon, rind ream of tote foIlowiOn forms: The Bidder aelmowledges the receipt, execution, and retum of the following forms and any additional documentation as part of their bid submittal; Section 00100 - Bid Forms, including- :alternates and uddendum, if any, Section 00110 -Trench: Safety Act Farm Section 00120 - Bidder Information Forms (Including W-9) Section 00140 - Buy American Certification BID FORM (Revised 1-3-13) CC-8159-12/AMM — CDBG Disaster Recovery Reconstruction 00I00-3 4/ 2011 Page 3 of 4 FORM 405-10 PERM ff FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: CSF1750 Builder Name: CORINTHIAN BUILDERS INC Street: 2A8 TUSKEGEE DRIVE 4em k offices. !F AAXFGRD City, State, Zip: SANFORD , FL, 32771- Permit Number: /-?- 17j i y Owner: CORINTHIAN BUILDERS INC Jurisdiction: Design Location: FL, Sanford 1. New construction or existing New (From Plans) 9. Wall Types (1504.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1328.00 ft2 b. Frame - Wood, Adjacent R=11.0 176.00 ft2 3. Number of units, if multiple famay 1 c. "fp% R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1750.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1750.00 ft2 6. Conditioned floor area above grade (ft2) 1750 b. AUA R= ft2 Conditioned floor area below grade (112) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(163.7 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 258 a. U-Factor: Sgl, U=0.65 163.67 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 34.4 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 35.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap: 40 gallons8. Floor Types (1750.0 sqft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R=0.0 1750.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.094 Total Proposed Modified Loads: 32.35 w QSTotalStandardReferenceLoads: 43.99 r K%J I hereby certify that the plans and specifications covered by Review of the plans and TNE S741 this calculation are in co pliance with the FI Energy., specifications covered by this v0O Code. calculation indicates compliance„ 1. with the Florida Energy Code. PREPARED BY: •-. C Before construction is completed DATE: _ y-' this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as desig ed, is in compliance Florida Statutes. 6 pWEOWNER/AGENT- with the Florida Energyno p BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist Cool sys #1 may be undersized. Size of 34.4 was increased to 34.4 for simulation. Please review the Manual J8 report. 6/14/2013 3:52 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 IN ESTIMATED ENERGY PERFORMANCE INDEX* = 74 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 (ft2) 7. Windows" Description a. U-Factor: Sgl, U=0.65 SHGC: SHGC=0.30 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 218 TUSKEGEE DRIVE, SANFORD, FL, 32771- New (Prom Plans) 9. WaR Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1328.00 ft2 b. Frame - Wood, Adjacent R=11.0 176.00 ft2 1 c. N/A R= ft2 4 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1750.00 ft2 1750 b. N/A R= ft2 Area c. N/A R= ft2 163.67 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: Main 6 258 ft2 2. C-tdi%srMem kStu/fir Efficiency ft2 a. Central Unit 34.4 SEER:14.00 ft2 1.333 ft. 0.300 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1750.00 ft2 b. N/A R= ft2 c. N/A R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Tull is b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code omill features. Builder Signature: Date: Address of New Home:21 6 lZ § rr-)r601 CStyfFL ZSp: a 2-7.7 kBtu/hr Efficiency 35.0 HSPF:8.50 Cap: 40 gallons EF: 0.92 Pstat TEE ST M/ Note: This is not a Building Energy Rating. If your index is below TO, 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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: CSF1750 User CORINTHIAN BUILDERS INC 1 CORINTHIAN BUILDERS INC SANFORD Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1750 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventlaflon: Whole House Fan: Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 218 TUSKEGEE DRIVE SEMINOLE SANFORD , FL, 32771- CLIMATE v Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1750 14000 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1750 14000 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulation Main 227 ft 0 1750 ftz 0 0.3 0.7 ROOF J # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch deg) 1 Hip Composition shingles 1957 ft2 0 ftz Medium 0.8 No 0.9 No 0 26.6 ATTIC V # Type vanwabm Vent; Ratan (,t ha Area RBS IRCC 1 Full attic Vented 300 1750 ftz N N CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1750 ftz 0.11 Wood 6/14/2013 3:52 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt TO TVpeSpace 1 W Exterior Concrete Block - Int Insul Main 4.1 4 8 32 ft2 0 0,400000 0 2 S Exterior Concrete Block - Int Insul Main 4.1 8 8 64 ft2 0 0.400000 0 3 E Exterior Concrete Block - Int Insul Main 4.1 9 8 72 ft2 0 0.400000 0 4 S Exterior Concrete Block - Int Insul Main 4.1 9 8 72 ft2 0 0.400000 0 5 E Exterior Concrete Block - Int Insul Main 4.1 2 8 16 ft2 0 0.400000 0 6 S Exterior Concrete Block - Int Insul Main 4.1 14 8 112 ft2 0 0.400000 0 7 W Exterior Concrete Block - Int Insul Main 4.1 39 8 312 ft2 0 0.400000 0 8 N Exterior Concrete Block - Int Insul Main 4.1 51 8 408 ft2 0 0.400000 0 9 E Exterior Concrete Block - Int Insul Main 4.1 30 8 240 ft2 0 0.400000 0 10 S Garage Frame - Wood Main 11 9 8 72 ft2 0 0.400000 0 11 E Garage Frame - Wood Main 11 2 8 16 ft2 0 0.3 0 12 S Garage Frame - Wood Main 11 11 8 88 ft2 0 0.400000 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 0.4 3 6 8 20 ft2 2 S Insulated Main None 0.4 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, ProFsed orientation. Wall Overhang V Ornt 1D Frame Panes NFRC U-Factor SNGC Area Depth Separation Int Shade Screening 1 S 2 Metal Low-E Single Yes 0.65 0.3 6.666666 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 2 E 3 Metal Low-E Single Yes 0.65 0.3 15 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 3 E 5 Metal Low-E Sfngfe Yes 0.65 0.3 15 ftz 1 ft 4 in 1 ft 4 fn Drapes/blinds Exterior 5 4 S 6 Metal Low-E Single Yes 0.65 0.3 4 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 5 W 7 Metal Low-E Single Yes 0.65 0.3 15 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 6 N 8 Metal Low-E Single Yes 0.65 0.3 4 ft2 1 ft 4 in 1 ft 41n Drapes/blinds Exterior 5 7 N 8 Metal Low-E Single Yes 0.65 0.3 15 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 8 N 8 Metal Low-E Single Yes 0.65 0.3 15 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 9 N 8 Metal Low-E Single Yes 0.65 0.3 40 ft2 i ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 10 E 9 Metal Low-E Single Yes 0.65 0.3 30 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 11 E 9 Metal Low-E Single Yes 0.65 0.3 4 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 360 ft2 360 ft54 ft 8 ft 1 6/14/2013 3:52 PM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 INFILTRATION Scope method SL4 CFM 50 ELQ EgLA RCN ACH 50 1 Wholehouse Best Guess 0.000300 1377.08 75.6000 142.176 0.21900 5.90178 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.5 35 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Un-it None SEER: 14 34.4 kBtu/hr 1032 cfm 0.79 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 40 gal 70 gal 120 deg None SOLAR NOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply — V # Location R-Value Area Return -- Air Percent Location Area Leakage Type Handler CFM 25 Leakage QN RLF HVAC # Heat Cool 1 Attic 6 258 ft2 Attic 10 ft2 Default Leakage Main (Default) c(Default) % 1 1 TEMPERATURES Programable Thermostat: Y Cool -in Jan Feb Mar Heatin X Jan Feb Mar Venting[[ Jan Feb X Mar Ceiling Fans: Apr Nia X Jun rl Jul JXJ Aug Se Oct Nov Apr May Jun Jul Aug Sep Oct Nov Apr May Jun Jul Au Se Oct HNov Dec HDecDec 6/14/2013 3:52 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 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 6/14/2013 3:52 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 218 TUSKEGEE DRIVE PERMIT #: SANFORD, FL, 32771- MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2_ Thermostat & 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps With supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 Spas HP shall have the capability of operating at two or more speeds. Spas acid heated pools must have vapor-cetacdant caves or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee wafts 405.2.1 R-19 space permitting. 6/14/2013 3:52 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 SPEEDY CAD'S Manual S Compliance Report Job: CSF1760 Date: JUNE 14, 2013 Entire House By: TRICIA HIGGINS M & B AIR SERVICES 291 4TH STREET, GENEVA, FL 32732 Phone: 407 402-9362 For: CORINTHIAN BUILDERS 218 TUSKEGEE DRIVE, SANFORD, FL 32771 Fax: (407) 402-9362 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 23242 Btuh Outdoor design WB: 75.1°F Latent gain: 5400 Btuh Indoor design DB: 75.0°F Total gain: 28642 Btuh Indoor RH: 50% Estimated airflow: 1147 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Bryant Actual airflow: 1147 cfm Sensible capacity: 25032 Btuh Latent capacity: 6258 Btuh Total capacity: 31290 Btuh Design Conditions Outdoor design DB: 42.3°F Indoor design DB: 70.0°F Model: 215BNA036****A+FY5BN F042++TXV 108% of load 116% of load 109% of load SHR: 800/ Heat loss: 25175 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Bryant Model:215BNA036****A+FY5BNF042++TXV Actual airflow: 1147 cfm Output capacity: 34400 Btuh 137% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1147 cfm Output capacity: 5.0 kW 68% of load Temp. rise: 0 OF The above equipment was selected in accordance with ACCA Manual S. Entering coil DB: 76.5°F Entering coil WB: 63.5°F Entering coil DB: 68.4°F Capacity balance: 40 OF Economic balance: -99 OF C Wrhtsoft 2013- Jun-14 10:age 1 l 9 Right -Suite® Universal 2012 12.1.08 RSU08373 Page 1 sC ... currents\Wrightsoft HVAC\CSF1750 CORINTHIAN.rup Calc = MJ8 Front Door faces: S UNE ySPEEDYC'ALC'S Pro ' 1ectSummarJob: 10 Date: DUNE 14, 2013 Entire House By: TRICIA HIGGINS M & B AIR SERVICES 291 4TH STREET, GENEVA, FL 32732 Phone: 407 402-9362 For: CORINTHIAN BUILDERS 218 TUSKEGEE DRIVE, SANFORD, FL 32771 Fax: ( 407) 402-9362 Notes: CORINTHIAN BUILDER'S INC 218 TUSKEGEE DR SANFORD, FL 32771 Weather: Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 20951 Btuh Ducts 2605 Btuh Central vent (53 cfm) 1618 Btuh Humidification 0 Btub Piping 0 Btuh Equipment load 25175 Btuh Infiltration Orlando Sanford AP, FL, US Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 38 gr/lb Sensible Cooling Equipment Load Sizing Structure Ducts Central vent (53 cfm) Blower Use manufacturer's data Rate/ swing multiplier Equipment sensible load 18929 Btuh 3261 Btuh 1052 Btuh 0 Btuh .- 1. 00y 23242 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3410 Btuh Ducts 613 Btuh Heating Coolingg Central vent `53 cfm) 1377 Btuh Area ( ft2) 1750 1750 Equipment latent load 5400 Btuh Volume ( ft3) 14032 14032 Air changes/hour 0.38 0.20 Equipment total load 28642 Btu Equiv. AVF (cfm) 89 47 Req. total capacity at 0.80 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Bryant Make Bryant Trade LEGACY LINE PURON HP Trade LEGACY LINE PURON HP Model 215BNA036****A Cond 215BNA036****A AHRI ref 3692785 Coil FY5BNF042++TXV AHRI ref 3692785 Efficiency 8.5 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 27520 Btuh Heating output 35000 Btuh @ 47°F Latent cooling 6880 Btuh Temperature rise 28 OF Total cooling 34400 Btuh Actual air flow 1147 cfm Actual air flow 1147 cfm Air flow factor 0.049 cfmlBtub Air flow factor 0.052 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C WCI I1tSOtffr 2013- Jun-1410:40:21 9 Right -Suite® Universal 2012 12.1.08 RSU08373 Page 1 ACC'` ... cuments\Wrightsoft HVACXCSF1750 CORINTHIAN.rup Calc = MJ8 Front Door faces: S Job: CSF1750 SPEEDY CALLS, Component Constructions Date: JUNE 14, 2013 Entire House By: TRICIA HIGGINS M & B AIR SERVICES 291 4TH STREET, GENEVA, FL 32732 Phone: 407 402-9362 For: CORINTHIAN BUILDERS 218 TUSKEGEE DRIVE, SANFORD, FL 32771 Fax: (407) 402-9362 Location: Orlando Sanford AP, FL, US Elevation: 56 ft Latitude: 29°N Outdoor: Heating Dry bulb (°F) 42 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Cooling Moisture difference (grllb) 93 Infiltration: 17 ( M) Method 75 Construction quality 7.5 Fireplaces Construction descriptions Walls BLOCK WALL R 4 1 STUCCO: Blk wall, stucco ext, 8" thk, 1/2" gypsum board int fnsh Partitions 12B-Osw: Frm wall, stucco ext, r-11 cav ins, 2 x4" wood frm Heating Cooling 70 75 28 18 50 50 22.9 38.1 Simplified Average 0 Or Area U-vahte msar R Htg HTM toss CIg HTM Gain ft Bbih/ftl--°F ft-°FlBWh BtuhfiV Btuh Btuhff Btu n 333 0.249 4.1 6.90 2298 5.43 1809 e 302 0.249 4.1 6.90 2083 5.43 1639 s 205 0.249 4.1 6.90 1415 5.43 1114 w 380 0.249 4.1 6.90 2621 5.43 2063 all 1220 0.249 4.1 6.90 8417 5.43 6625 157 0.097 11.0 2.69 423 1.76 276 Windows CODE MINIMUM. 2 glafog, ck tow-e oukr, asgoa gas, mA m hckfXm ki mat, clr innr, 1/2" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% e blinds 45°, medium; 50% outdoor insect screen; foreground = green s grass (0.23); 1.6 ft overhang (5 ft window ht, 1.6 ft sep.) w all CODE MINIMUM: 2 glazing, clr low-e outr, argon gas, mtl no brk frm n mat, clr innr, 1/2" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% blinds 45°, medium; 50% outdoor insect screen; foreground = green s grass (0.23); 1.6 ft overhang (6.8 ft window ht, 1.6 ft sep.) all CODE MINIMUM-. 2 Slazl%, vk kzw-e outs, argon gas, wM sw bsktm s+ mat, clr innr, 1/2" gap, 1/4" thk; NFRC rated (SHGC=0.30); 100% blinds 45°, medium; 50% outdoor insect screen; foreground = green grass (0.23); 1 ft overhang (2 ft window ht, 1 ft sep.) CODE MINIMUM: 2 glazing, clr low-e outr, argon gas, mtl no brk frm e mat, clr innr, 1/2" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% blinds 45°, medium; 50% outdoor insect screen; foreground = green w grass (0.23); 1 ft overhang (2 ft window ht, 1 It sep) all Doors 11 DO: Door, wd sc type s n all 3Q Q.650 0 18;0 540 14.8 444 30 0.650 0 18.0 540 35.1 1054 15 0.650 0 18.0 270 16.8 252 15 0.650 0 18.0 270 35.1 527 90 0.650 0 18.0 1620 25.3 2278 41 0.650 0 18.0 735 14.8 604 7 0.650 0 18.0 122 16.8 114 48 0.650 0 18.0 857 15.1 719 4 465a O I8A 72 13.6 54 4 0.650 0 18.0 72 35.1 141 4 0.650 0 18.0 72 35.1 141 8 0.650 0 18.0 144 35.1 281 21 0.390 0 10.8 227 12.1 253 19 0.390 0 10.8 202 12.1 225 40 0.390 0 10.8 429 12.1 478 III I _rFWrl htsoft° 2013-Jun-1410:40:21 9 Right -Suite® Universal 2012 12.1.08 RSU08373 Page 1 ACCK ..cuments\Wrightsoft WAC\CSF1750 CORINTHIAN.rup Calc = MJ8 Front Door faces: S Ceilings 1613-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1749 gypsum board int fnsh Floors 22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fish 173 0.032 30.0 0.89 0.989 0 27.4 ti -F wrightsoft° RightSuite® Universal 2012 12.1.08 RSU08373 cuments\Wrightsoft WAC\CSF1750 CORINTHIAN.rup Calc = MJ8 Front Door faces: S 1550 1.74 4736 3045 2013-Jun-14 10:40:21 Page 2 PEED Y CAWS AED Assessment w Entire House M & B AIR SERVICES 291 4TH STREET, GENEVA, FL 32732 Phone: 407 402-9362 For: CORINTHIAN BUILDERS 218 TUSKEGEE DRIVE, SANFORD, FL 32771 Fax: (407) 402-9W2 Location: Orlando Sanford AR FL, US Elevation: 56 ft Latitude: 290N Outdoor: Heating Dry bulb (OF) 42 Daily range (OF) - Wet bulb (OF) - Wind speed (mph} A5.4 Cooling 93 17 (M ) 75 7.5 Job: CSF1750 Date: JUNE 14, 2013 By: TRICIA HIGGINS Indoor: Heating Indoor temperature (OF) 70 Design TD (OF) 28 Relative humidity (%) 50 Moisture difference (grWib) 22.9 Infiltration: Hourly Glazing Load D mn.y Hourly / A—ge / AED Nnt Maximum hourly glazing load exceeds average by 12.4%. House has adequate exposure diversity (AED}, based on AED limit of 300(o. AED excursion: 0 Btuh Cooling 75 18 50 38.1 WI'1 htsoft 2013-Jun-1410:40:21 9 Right -Suite® Universal 2012 12.1.08 RSU08373 Page 1 currents\Wrightsoft HVAC\CSF1750 CORINTHIAN.rup Calc = MJ8 Front Door faces: S s cav raLcTs Right-M) Worksheet Job: CSF1750 Entire House Date: JUNE 14, 2013 M & B AIR SERVICES By: TRICIA HIGGINS 291 4TH STREET, GENEVA, FL 32732 Phone: 407 402-9362 1 Room name Entire House M BATH 2 Exposed wall 172.9 ft 20.0 ft 3 Room height 8.0 ft d 8.0 ft heat/cool 4 Room dimensions 1.0 x 86.0 ft 5 Room area 1750.4 f12 86.0 f12 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) Btuh/ft2) or perimeter (It) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/PJS Heat Cool Gross N/P/S Heat Cool 6 y! BLOCK WALL R 4 1 0.249 n 6.90 5.43 408 333 2298 1809 64 60 414 326 MDE MINIMUM 0.650 n 18.00 14.81 30 0 540 444 0 0 0 0 CODE MINIMUM 0.650 n 18.00 14.81 41 0 735 604 0 0 0 0 CODE MINIMUM 0.650 n 18.00 13.57 4 0 72 54 4 0 72 54 11 BLOCK WALLR 4 1 0.249 a raM 5.43 me 3A2 2A83 1634 0 0 0 0 G GQPE MINIMUM 0.650 a 18.00 35.13 4 0 72 141 0 0 0 0 C CODE MINIMUM 0.650 a 18.00 35.13 30 0 540 1054 0 0 0 0 yJ BLOCK WALL R 4 1 0.249 s 6.90 5.43 248 205 1415 1114 0 0 0 0 1-G CUE MINIMUM 0.650 s 18.00 16.81 15 15 270 252 0 0 0 0 CODE MINIMUM 0.650 s 18.00 16.81 7 7 122 114 0 0 0 0 11D0 0.390 s 1D 12.D5 21 21 227 253 0 0 0 0 W BLOCK WALL R 4 1 0.249 w 6.90 5.43 399 380 2621 2063 96 96 662 521 M DE MINIMUM 0.650 w 18.00 35.13 4 0 72 141 0 0 0 0 CODE MINIMUM 0.650 w 18.00 35.13 15 0 270 527 0 0 0 0 q t-0 12B-0sw 0.097 2.69 1.76 176 157 423 276 0 0 0 0 11DO 0.390 n 10.801 12.05 19 19 202 225 0 0 0 0 C 166-30ad 0.032 0.89 1.74 1749 1749 1550 3045 86 86 76 150 F 22A-cpl 0989 27.40 0.00 1749 173 4736 0 86 20 548 0 6 c)AED excursion 0 33 Envelope loss/gain 18249 13755 1772 1018 12 a) Infiltration 2702 924 311 106 b) Room ventilation G 0 0 0 13 Internal gains: Occupants @ 230 5 1150 0 0 Appliances/other 3100 0 Subtotal (lines 6 to 13) 20951 18929 2083 1124 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20951 18929 2083 1124 15 Duct loads 12% 17% 2605 3261 12% 17% 259 194 Total room load 1 23556 22191 1 1 2342 1318 Air required (cfm) 1147 1147 114 68 Calculations aaaroved bvACCA to meet all requirements of Manual J 8th Ed wrightsc ftt ° 2013-Jun-14 10:40:21 ACCP, RightSuite® Universal 2012 12.1.08 RSU08373 Page 1 currents\Wrightsoft HVAC\CSF1750 CORINTHIAN.rup Calc = MJ8 Front Door faces: S S Y" Right-J® Worksheet Entire House M & B AIR SERVICES 291 4TH STREET, GENEVA, FL 32732 Phone: 407 402-9362 Job: CSF1760 Date: JUNE 14, 2013 By: TRICIA HIGGINS 1 Room name BED # 2 BATH 2 Exposed wall 10.0 ft 6.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 126.0 ft 8.0 x 6.0 ft 5 Room area 126.0 ft2 48.0 f12 Ty Construction U-value Or HTM Area (ft) Load Area (ft2) Load number Btuh/ftl "F) Btuh/ft2) or perimeter (ft) uh) or perimeter (ft) Btuh) Heat Cool Gross N/PJS Heat Cool Gross N/P/S Heat Cool 6 y BLOCK WALL R 4 1 0249 n 6.90 5.43 0 0 0 0 0 0 0 0 i-G GWE MINIMUM 0.650 n 18.00 14.81 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 n 18.00 14.81 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 n 18.00 13.57 0 0 0 0 0 0 0 0 11 BLOCK WALL R41. 0.249 a 6.9G 6.43 0 a a 0 0 0 0 0 6'0DE MINIMUM 0.650 a 18.00 35.13 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 a 18.00 35.13 0 0 0 0 0 0 0 0 BLOCK WALL 4 1 0249 s 6.90 5.43 0 0 0 0 0 0 0 0 GME MINIMUM 0.650 s 18.00 16:81 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 s 18.00 16.81 0 0 0 0 0 0 0 0 11DO 0.390 s ID. 12. 0 0 D D D 0 0 0 W BLOCK WALL R 41 0.249 w 6.90 5.43 80 65 448 353 48 44 303 239 GUPE MINIMUM 0.650 w 18.00 35.13 0 0 0 0 4 0 72 141IL---GG CODE MINIMUM 0.650 w 18.00 35.13 15 0 270 527 0 0 0 0 R L-D 12B-0sw 0:097 2.69 1.76 0 0 0 0 0 0 0 0 11 D0 0.390 n 10:80 12.05 0 0 0 0 0 0 0 0 C 16630ad 0.032 0.89 1.74 126 126 112 219 48 48 43 84 F 22A-cpl 0.989 27.40 0.00 126 10 274 0 48 6 164 0 6 c)AED excursion 185146 Envelope loss/gain 1104 1284 582 509 12 a) Infiltration b) Room ventilation 155 a 53 0 93 0 32 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal Qines 6 to 13) 1259 1567 676 541 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 20 38 9 18 14 Subtotal 1280 1606 685 558 15 Duct loads 12% 17% 159 277 12% 17% 85 96 Total room load 1439 1883 770 654 Air required (cfm) 70 97 37 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft° 2013-Jun-1410:40:21 RightSuite® Universal 2012 12.1.08 RSU08373 Page 2 cuments\Wrightsoft WACXCSF1750 CORINTHIAN.rup Calc = MJ8 Front Door faces: S SPEEDY CALC'S Ri ht-.1® Worksheet Job: CSF1760 Entire House Date: JUNE 14, 2013 By: TRICIA HIGGINS M & B AIR SERVICES 291 4TH STREET, GENEVA, FL 32732 Phone: 407 402-9362 1 Room name L M BEDROOM 2 Exposed wall 0 ft 15.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 5.0 ft 1.0 x 239.0 ft 5 Room area 5.0 ft' 239.0 ftz Ty Construction U-value Or HTM Area (ft Load Area (ft Load number Btuh/ft2_ °F) Btuh/it1) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Coot Gross N/PIS Heat Cool Gross N/P/S Heat Cool 6 BLOCK WALL R 41 0.249 n 6.90 5.43 0 0 0 0 120 90 621 489 I-G MDE MINIMUM 0.650 n 18.00 14.81 0 0 0 0 30 0 540 444 IL_cC CODE MINIMUM 0.650 18.00 14.81 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 n n 18.00 13.57 0 0 0 0 0 0 0 0 11 SLOCKWALLR41 0.249 a 6% 5.43 a 0 0 0 0 0 0 0 6ME MINIMUM 0.650 a 18.00 35.13 0 0 0 0 0 0 0 0 l CODE MINIMUM 0.650 a 18.00 35.13 0 0 0 0 0 0 0 0 BLOCK WALL R 4 1 0.249 s 6.90 5.43 0 0 0 0 0 0 0 0 G AIDE MINIMUM 0.650 s 18.00 16.81 0 0 0 0 0 0 0 0 G LL--pp CODE MINIMUM 0.650 s 1,8.00 16.81 0 0 0 0 0 0 0 0 11D0 BLOCK WALL R 41 0.390 0.249 s w 10.80 6.90 12.D5 5.431 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 GME MINIMUM 0.650 w 18.00 35.13 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 w 18.00 35.13 0 0 0 0 0 0 0 0 Fj 1-0 1213-0sw 0.097 2.69 1.76 0 0 0 0 0 0 0 0 11 D0 0.390 n 10.80 12.05 0 0 0 0 0 0 0 0 C 161330ad 0.032 0.89 1.74 5 5 4 9 239 239 212 416 F 22Acpl 0.989 27.40 0.00 5 0 0 0 239' 15 411 0 6 c) AED excursion 0 71 Envelope loss/gain 4 8 1784 1278 12 a) Infiltration b) Room ventilation 0 0 0 0 233 0 80 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliancesiother 0 600 Subtotal (lines 6 to 13) 4 8 2017 2418 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 4 8 27 51 14 Subtotal 0 0 2044 2469 15 Duct loads 12% 17% 0 0 12% 17% 254 425 Total room load 0 0 2298 2895 Air required (cfm) 0 0 112 150 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed wwrightsofll2013-Jun-14 10.40.21 4CC: k Right - Suite® Universal 2012 12A1 08 RSU08373 Page 3 cuments\ Wrightsoft HVAC\CSF1750 CORINTHIAN.rup Calc = MJ8 Front Door faces: S SF'Et' DV CiAL,CeS Right-.)® Worksheet Job: CSF1750 Enure House Date: JUNE 14, 2013 By: TRICIA HIGGINS M & B AIR SERVICES 291 4TH STREET, GENEVA, FL 32732 Phone: 407 402-9362 1 Room name WIC BED # 4 2 Exposed wall 0 It 27.0 ft 3 Room height 8.0 It heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 29.0 It 1.0 x 146.5 ft 5 Room area 29.0 W 146.5 ft2 Ty Construction U-value Or HTM Area (f12) Load Area (ft Load number Btuh/ftz °F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/PIS Heat Cool Gross N/PIS Heat Cool 6 Val BLOCK WALL R 4 1 0.249 n 6.90 5.43 0 0 0 0 0 0 0 0 C SQVE MINIMUM 0.650 n 18.00 14.81 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 n 18.00 14.81 0 0 0 0 0 0 0 0lE_-(C CODE MINIMUM 0.650 n 18.00 13.57 0 0 0 0 0 0 0 0 11 BLOCKWALLR41 0.2.49 a fi-1 5.43 0 0 0 0 16 16 110 87 MPE MINIMUM 0.650 a 18.00 35.13 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 a 18.00 35.13 0 0 0 0 0 0 0 0 BLOCK WALL 4 1 0.249 s 6.90 5.43 0 0 0 0 112 97 669 527 GME MINIMUM 0.650 s 18.00' 16.81 0' 0 0 0 15 15 270 252 CODE MINIMUM 0.650 s 18.00 16.81 0 0 0 0 0 0 0 0 11DO 0.390 s 1D80 12.D6 D 0 D D 0 0 0 0 V)/ BLOCK WALL R 41 0.249 w 6.90 5.431 01 0 01 0 88 88 607 478 IL--GG GVPE MINIMUM 0.650 w 18.00 35.13 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 w 18.00 35.13 0 0 0 0 0 0 0 0 Fj 12B-0sw 0.097 2.69 1.76 0 0 0 0 0 0 0 0 11DO 0.390' n 110.801 12.05 0 0 0 0 0 0 0 0 DC 161330ad 0.032 0.89 1.74 29 29 26 50 147 147 130 255 F 22Acpl 0.989 27.40 0.00 29 0 0 0 147 27 740 0 6 c)AED excursion 1 56 Envelope loss/gain 26 49 2526 1542 12 a) Infiltration 0 0 420 144 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliancestother 0 0 Subtotal ( lines 6 to 13) 26 49 2946 1916 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 26 49 11 22 14 Subtotal 0 0 2957 1937 15 Duct loads 12% 17% 0 0 12% 17% 368 334 Total room load 0 0 3325 2271 Air required (cfm) 0 01 162 117 Calculations aDDroved bvACCA to meet all requirements of Manual J 8th Ed. wrightsc ft- 2013-Jun-14 10:40:21 Right - Suite® Universal 2012 12.1.08 RSU08373 Page 4 currents\ Wrightsoft HVAC\CSF1750 CORINTHIAN.rup Calc = MJ8 Front Door faces: S c:accts Right-J® Worksheet Job: CSF1760 Entire House Date: JUNE 14, 2013 By: TRICIA HIGGINS M & B AIR SERVICES 291 4TH STREET, GENEVA, FL 32732 Phone: 407 402-9362 1 Room name BED # 3 DINING 2 Exposed wall 19.9 It 25.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 111.0 If 14.1 x 11.0 ft 5 Room area 111.0 ft2 155.4 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft Load number Btuh/ftz `F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Coal Gross N/PJS Heat Cool 6 BLOCK WALL R 4 1 0.249 n 6.90 5.43 0 0 0 0 112 112 772 608 T GWE MINIMUM 0.650 n 18.00 14.81 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 n 18.00 14.81 0 0 0 0 0 0 0 0 11 CODE MINIMUM SLOCK WALLR 4 1 0.650 Q.249 n a 18.00 fi.9Q 13.57 5.43 0 811 0 Q 0 552 0 434 0 88 0 58 0 400 0 315 MIRE MINIMUM 0.650 a 18.00 35.13 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 a 18.00 35.13 0 0 0 0 30 0 540 1054 yJ BLOCK WALL R 4 1 0.249 s 6.90 5.43 72 72 41 11 0 0 0 0 I-C DE MINIMUM 0.650 s 18.00 16.81 0 0 0 0 0 0 0 0 L-0G CODE MINIMUM 0.650 s 18.00 16.81 0 0 0 0 0 0 0 0 11D0 0." s' ID. 12.D5 D 0 0 D 0 0 BLOCK WALL R 4 1 0.249 w 6.90 5.43 8 8 55 43 0 0 0 0 GLOVE MINIMUM 0.650 w 18.00 35.13 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 w 18.00 35.13 0 0 0 0 0 0 0 0 Fj 126-0sw 0:097 2:69 1.76 0 0 0 0 0 0 0 0 11D0 0390 n 10.80 12.05 0 0 0 0 0 0 0 0 C 16630ad 0.032 0.89 1.74 111 111 98 193 154 154 137 268 F 22A-cpl 0.989 27.40 0.00 111 20 544 0 154 25 685 0 6 c)AED excursion 40 156 Envelope loss/gain 1746 1022 2534 2401 12 a) Infiltration b) Room ventilation 311 Q 106 0 389 0 133 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2057 1358 2923 2534 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 27 51 0 0 14 Subtotal 2084 1410 2923 2534 15 Duct loads 12% 17% 259 243 12% 17% 363 437 Total room load 2343 1652 3286 2971 Air required (cfm) 114 85 160 154 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. wrightsoft-° 2013-Jun-1410:40:21 Right -Suite® Universal 2012 12.1.08 RSU08373 Page 5 currents\Wrightsoft WACXCSF1750 CORINTHIAN.rup Calc = MJ8 Front Door faces: S SPEEDY CALC'S Right-J® Worksheet Job: CSF1760 Entire House Date: JUNE 14, By: TRICIA HIGGIGGINS M & B AIR SERVICES 291 4TH STREET, GENEVA, FL 32732 Phone: 407 402-9362 1 Room name GREAT ROOM DEN 2 Exposed wall 21.0 It 5.0 ft 3 Room height 8.0 It heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 384.5 ft 1.0 x 78.0 ft 5 Room area 384.5 ftz 78.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area ffl Load number Btuh/W °F) Btutdit2) or perimeter (ft) Puh) or perimeter (ft) Btuh) Heat Cool Gross N/PJS Heat Cool Gross N/P!S Heat Cool 6 yJ BLOCK WALL R 4 1 0.249 n 6.90 5.43 112 71 491 386 0 0 0 0 i-C GME MINIMUM 0.650 n 18.00 14.81 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 n 18.00 14.81 41 0 735 604 0 0 0 0 t_GG CODE MINIMUM 0.650 n 18.00 13.57 0 0 0 0 0 0 0 0 11 SWCKWALLR41 0.249 a 6.90 5.43 a 0 4 a 0 0 0 0 MPE MINIMUM 0.650 a 18.00 35.13 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 a 18.00 35.13 0 0 0 0 0 0 0 0 yyJJ BLOCK WALL R 4 1 0.249 s 6.90 5.43 56 28 195 153 8 8 55 43 I-- G GME MINIMUM 0.650 s 18.00 16.81 0 0 0 0 0 0 0 0 EL--0G CODE MINIMUM 0.650 s 18.00 16.81 7 7 122 114 0 0 0 0 11D0 D.39D S 1080 12.05 21 21 227 253 0 D 0 0 W BLOCK WALL R 4 1 0.249 w 6.90 5.43 0 0 0 0 32 32 221 174 GME MINIMUM 0.650 w 18.00 35.13 0 0 0 0 0 0 0 0G CODE MINIMUM 0.650 w 18.00 35.13 0 0 0 0 0 0 0 0 1213-0sw 0.097 2:69 1.76 0 0 0 0 104 104 279 183 11 DO 0.390 n 10.80 12.05 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.89 1.74 385 385 341 669 78 78 69 136 F 22A-Gpl 0.989 27.40 0.00 385 21 575 0 78 5 137 0 6 c)AED excursion 91 22 Envelope loss/gain 2686 2090 761 514 12 a) Infiltration 326 112 78 27 b) Room ventilation a 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 90D 200 Subtotal (lines 6 to 13) 3012 3102 839 740 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 56 81 65 75 14 Subtotal 3068 3182 904 816 15 Duct loads 12% 17% 381 548 12% 17% 112 141 Total room load T3449 37M 1017 956 Air required (cfm) 168 193 50 49 Calculations annroved bvACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2013-Jun-14 10:40:21 Right -Suite® Universal 2012 12.1.08 RSU08373 Page 6ACCAcuments\Wdghtsoft HVACXCSF1750 CORINTHIAN.rup Calc = MJ8 Front Door faces: S SPEEDY CALC'S Right-J® Worksheet Job: CSF1750 Entire House Date: JUNE 14, 2 By: TRICIA HIGGIGINS M & B AIR SERVICES 291 4TH STREET, GENEVA, FL 32732 Phone: 407 402-9362 1 Room name LAUN 2 Exposed wall 0 ft 8.0 ft 3 Room height 8.0 It heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 32.0 ft 6.0 x &0 ft 5 Room area 32.0 f12 48.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-"F) Btuh/ft2 or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/PIS Heat Cod Gross N/P/S Heat Cool 6 VhBLOCK WALL R 4 1 0.249 n 6.90 5.43 0 0 0 0 0 0 0 0 GUIDE MINIMUM 0.650 n 18.00 14.81 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 n 18.00 14.81 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 n 18.00 13.57 0 0 0 0 0 0 0 0 11 SLOCKWALLR41 Q.249 a ram 5.43 Q Q Q Q 64 60 414 326 GME MINIMUM 0.650 a 18.00 35.13 0 0 0 0 4 0 72 141 CODE MINIMUM 0.650 a 18.00 35.13 0 0 0 0 0 0 0 0 yJ BLOCK WALL R 4 1 0.249 s 6.90 5.43 0 0 0 0 0 0 0 0 GME MINIMUM 0.650 s 18.00 16.81 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 s 18.00 16.81 0 0 0 0 0 0 0 0 11DO D." s 1D.8D 12. 0 D D D 0 0 0 V J BLOCK WALL R 41 0.249 w 6.90 5.43 0 0 0 0 0 0 0 0 GQPE MINIMUM 0.650 w 18.00 35.13 0 0 0 0 0 0 0 0 L--GG CODE MINIMUM 0.650 w 18.00 35.13 0 0 0 0 0 0 0 0 q-D12B-Osw 0.097 2.69 1.76 24 5 14 9 48 48 129 84 11 DO 0.390 n 10.80 12.05 19 19 202 225 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 32 32 28 56 48 48 43 84 F 22A-cpl 0.989 27.40 0.00 32 0 0 0 48 8 219 0 6 c)AED excursion 8 11 Envelope loss/gain 244 282 877 645 12 a) Infiltration 0 0 124 43 b) Room ventilation 0 Q 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal Qines 6 to 13) 244 282 1001 687 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 244 282 90 103 14 Subtotal 0 0 1090 790 15 Duct loads 12% 17% 0 0 12% 17% 136 136 Total room load 0 0 1226 927 Air required (cfm) 0 0 60 48 Calculations aDDroved bvACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2013-Jun-14 10:40:21 Right -Suite® Universal 2012 12.1.08 RSU08373 Page 7ACCAcuments\Wrightsoft HVAC\CSF1750 CORINTHIAN.rup Calc = MJ8 Front Door faces: S SPCEi3I'LC'S. R Job: CSF1750Right-JO Worksheet Entire House Date: JUNE 14, 2013 By: TRICIA HIGGINS M & B AIR SERVICES 291 4TH STREET, GENEVA, FL 32732 Phone: 407 402-9362 1 Room name KITCHEN HALL 2 Exposed wall 11.0 ft 0 It 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 149.5 ft 1.0 x 91.5 ft 5 Room area 149.5 ft' 91.5 ft2 Ty Construction U-value Or HTM Area (ft Load Area (ft Load number Btuh/ft2 F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/PIS Heat Cool Gross N/PJS Heat Cool 6 BLOCK WALLR 4 1 0.249 n 6.90 5.43 0 0 0 0 0 0 0 0 11ME MINIMUM 0.650 n 18.00 14.81 0 0 0 0 0 0 0 0 CODE MINIMUM 0i650 n. 18.00 14.81 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 n 18.00 13.57 0 0 0 0 0 0 0 0 11 BLOCKWALLR41 Q.249 a fi.9Q 5.43 88 88 6Q7 478 Q 0 0 0 GME MINIMUM 0.650 a 18.00 35.13 0 0 0 0 0 0 0 0 G CODE MINIMUM 0.650 a 18.00 35.13 0 0 0 0 0 0 0 0 V J BLOCK WALL R 4 1 0.249 s 6.90 5.43 0 0 0` 0 0 0 0 0 GME MINIMUM 0.650 s 18.00 16.81 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 s'' 18.00 16.81 0 0 0 0 0 0 0 0 11130 D.39D s ID.SD 12. D D D D D 0 0 0 BLOCK WALL R 41 0.249 w 6.90 5.43 01 0 0 0 0 0 0 0 MOE MINIMUM 0.650 w 18.00 35.13 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 w 18.00 35.13 0 0 0 0 0 0 0 0 1-0 126-0sw 0.097 2.69 1.76 0 0 0 0 0 0 0 0 L-D 11DO, 0.390 n 10.801 12.05 0 0 0 0' 0 0 0 0 C 1613-30ad 0.032 0.89 1.74 150 150 133 260 92 92 81 159 F 22Acpl 0.989 27.40 0.00 150 11 301 0 92 0 0 0 6 c)AED excursion 62 5 Envelope loss/gain 1041 675 81 155 12 a) Infiltration 171 58 0 0 b) Room ventilation a a 0 0 13 Internal gains: Occupants i@ 230 0 0 0 0 Appliances/ other 1400 0 Subtotal ( lines 6 to 13) 1212 2134 81 155 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 56 65 81 155 14 Subtotal 1268 2199 0 0 15 Duct loads 12% 17% 158 379 12% 17% 0 0 Total mom load 1425 2577 0 0 Air required (cfm) 69 133 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 44- 4- wrightsoft4 2013-Jun-14 10:4021 Right - Suite® Universal 2012 12.1.08 RSLI08373 Page 8 cuments\ Wrightsoft HVAC\CSF1750 CORINTHIAN.rup Calc = MJ8 Front Door faces: S SPEEDY CAL Right-J® Worksheet Job: CSF1750 a,,, Date: JUNE 14, 2013EnureHouse By: TRICIA HIGGINS M & B AIR SERVICES 291 4TH STREET, GENEVA, FL 32732 Phone: 407 402-9362 1 Room name WC CL 2 Exposed wall 5.0 ft 0 ft 3 Room height 9.4 ft heat/cool 9.4 ft heat/cool 4 Room dimensions 3.0 x 5.0 ft 3.0 x 2.0 ft 5 Room area 15.0 ft2 6.0 ftz Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz °F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heart Cool Gross N/P1S Heat Cool Gross N/P/S Heat Cool 6 VVVJJJJJJ BLOCK WALL R 4 1 0.249 n 6.90 5.43 0 0 0 0 0 0 0 0 MDE MINIMUM 0.650 n 18.00 14.81 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 n 18.00 14.81 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 n 18.00 13.57 0 0 0 0 0 0 0 0 11 BLOCKWALLP 41 Q249 a raM Ei.43 Q Q Q Q Q 0 0 0 GWE MINIMUM 0.650 a 18.00 35.13 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 a 18.00 35.13 0 0 0 0 0 0 0 0 BLOCKWALL 41 0.249 s -,' 6.90 5.43 0 0 0 0 0 0 0 0 CUE MINIMUM 0650 s 18.00 16.81 0 A 0 0 0 0 0 0 CODE MINIMUM 0.650 s 18.00 16.81 0 0 0 0 0 0 0 0 11D0 D.390 s 1080 12.D5 0 0 0 D 0 0 0 0 UIJ BLOCK WALL R 41 0.249 w 6.90 5.431 471 47 324 255 0 0 0 0 IL-- GG GMPE MINIMUM 0.650 w 18.00 35.13 0 0 0 0 0 0 0 0 CODE MINIMUM 0.650 w 18.00 35.13 0 0 0 0 0 0 0 0 R t- p 12B- Osw 0.097 2.69 1.76 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.05 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 15 15 13 26 6 6 5 10 F 22Acpl 0.989 27.40 0.00 15 5 137 0 6 0 0 0 6 c) AED excursion 9 0 Envelope loss/gain 474 272 5 10 12 a) Infiltration 91 31 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 23D 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 566 304 5 10 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 5 10 14 Subtotal 566 304 0 0 15 Duct loads 12% 17% 70 52 12% 17% 0 0 Total room load 636 356 0 0 Air required (cfm) 31 18 0 0 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. wrightsoft° 2013-Jun-14 10:40:21 Right - Suite® Universal 2012 12.1.08 RSU08373 Page 9 currents\ Wrightsoft HVAC\CSF1750 CORINTHIAN.rup Calc = MJ8 Front Door faces: S 114 cfm 1 6 „ V BA' 4 C m 150 cfm iQ xtBED # 1% 9" 10 x` 10 97 cfm 6 " 2 x CL 4 H BA - 37 cfm L 6 " 7 10 10 10 z1 r 8'BED # 3 BED # 4 9 114 cfm 162 cfm Level 1 7" DINING 160 cfm GREAT ROOM 133 cfm 193 cfm KTCHEN 7 "Ejrwrwww„v 6 112- 1147-- Job M CSF1750 Performed by TRICIA HIGGINS for: CORINTHIAN BUILDERS 218 TUSKEGEE DRIVE SANFORD, FL 32TTI Fax: (407) 402-9362 r . UN 5 60GE M & B AIR SERVICES 291 4TH STREET GENEVA, FL 32732 Phone: 407 402-9362 Scale: 1 : 152 Page 1 Right-Sufte® Universal 2012 12.1.08 RSU08373 2013-Jun-14 10:41:05 oft HVAC\CSF1750 CORINTHIA... SPEEDY CAWS Duct System Summary Entire House M & 8 AIR SERVICES 291 4TH STREET, GENEVA, FL 32732 Phone: 407 402-9362 For: CORINTHIAN BUILDERS 218 TUSKEGEE DRIVE, SANFORD, FL 32771 Fax: (407) 402-9362 Job: CSF1760 Date: JUNE 14, 2013 By: TRICIA HIGGINS Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.40 in H2O 0.40 in H2O Available static pressure 0.60 in H2O 0.60 in H2O Supply / return avaitabie pressure 0.30 / 0.30 in H2O 0.30 / 0.30 in H2O Lowest friction rate 0.300 in/100ft 0.300 in/100ft Actual air flow 1147 cfm 1147 cfm Total effective length (TEL) 258 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 h 770 37 34 0.300 4.0 Ox 0 VIFx 41.8 140.0 st2 BED # 2 c 1883 70 97 0.300 6.0 Ox 0 VIFx 42.6 140.0 st2 BED # 3 h 2343 114 85 0.300 6.0 Ox 0 VIFx 29.8 135.0 st2 BED # 4 h 3325 162 117 0.300 7.0 Ox 0 VIFx 42.3 135.0 st2 DEN c 1017 50 49 0.300 5.0 Ox 0 VIFx 19.2 135.0 st1 DINING h 3286 160 154 0.300 7.0 Ox 0 VIFx 23.2 140.0 st1 GREAT ROOM c 3730 168 193 0.300 7.0 Ox 0 VIFx 19.2 135.0 st1 KITCHEN c 2577 69 133 0.300 6.0 Ox 0 VIFx 17.2 135.0 st1 LAUN h 1226 60 48 0.300 5.0 Ox 0 VIFx 4.0 70.0 M BATH h 2342 114 68 0.300 6.0 Ox 0 VIFx 58.2 200.0 st3 M BEDROOM c 2895 112 150 0.300 7.0 Ox 0 VIFx 53.7 195.0 st3 WC h 636 31 18 0.300 4.0 Ox 0 VIFx 62.8 195.0 st3 p ,, Su I TrunkDetailTable w h S xiwr ura sr sue- ns as .ws 6'P.,41k ,. q,,. Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st2 Peak AVF 640 570 0.300 815 12.0 0 x 0 VinlFlx st3 Peak AVF 257 236 0.300 582 9.0 0 x 0 VinlFlx st2 st1 Peak AVF 447 529 0.300 674 12.0 0 x 0 VinlFlx wrightSofi Right -Suite® Universal 2012 12.1.08 RSU08373 cuments\Wrightsoft WAMCSF1750 CORINTHIAN.rup Calc = MJ8 Front Door faces: S 2013-Jun-14 10:40:22 Page 1 Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1147 1147 0 0.200 0 0 Ox 0 VIFx wri htsoft° 2013-Jun-14 10:40 22 IA:-9 Right -Suite® Universal 2012 12.1.08 RSU08373 Page 2 ACCA ...currents\WrightsoH HVAC\CSF1750 CORINTHIAN.rup Calc = MJ8 Front Door faces: S PLOT PLAN FOR CORINTHIAN BUILDERS LEGAL DESCRIPTION Lot 3, ACADEMY MANOR UNIT TWO, according to the plat thereof as recorded in Plat Book 16, Page 24, of thePublicRecordsofSeminoleCounty, Florida. PEj IVII # 3 - r 7 SET IRON & N 89'41'25" E 70.00' SET IRON & CAP #3382 CAP #3382 ELEc 21.20 Op RMI x : 36' 2.5CrX IN w 3 N x IO PATIO 9.50' OK I 51' cn X o I PROPOSED n M x RESIDENCE M m UxIIfV O r N o I II 00 N s 0') 0) IV 9.50' 0 iPx O I20' 16' A x CONC N cn 0- DRIVE p 0.5.a ° 10' EASEMEN L4E7TX'IN 0.07 BEARING BASE 132' TO P.C. SET 'X' IN WALK (NO ALK (NO #) 5' CONC WALK EAST 70 00' N J 1 LISKE EE —S—T-1 \ L E- 1 — x---c5 SURVEY NOTES: 1) The street address of the above -described property is 218 Tuskegee Street. 2) The above -described property lies in Flood Zone X. SURVEYOR'S CERTIFICATE 0 Z This is to certify that this "Boundary Survey' of the above -described property and the plat hereon delineated is an accurate representation of the same. I further certify that this survey meets the Minimum Technical standards set forth by the Florida Board of Surveyors and Mappers pursuant to Chapter 5J-17 of the Florida Administrative Code pursuant to Section 472.027 of the Florida Statutes. REVISIONS: CERTIFIED R. BLAIR KITNER — F.S.M. NO. 3382 2597 SANFORD AVENUE — S.MFORD,- FL 32773 407 322 2000 NOT VALID 1MTHOUT SEAL PROJECT NO: hj- 11511 FP SURVEY DATE: Florida Building Code Online r- E' IT Page 1 of 2 URI I,# 1 iv4rm -r i a , M.V-'PP.,4{ p .£ ' 7't=3' #`v tT d t { 3"_ $ ki4 h 1A ttf,cY`k--^".;. j { t -j {,?F,,G(ir BCIS Home j Log In User Registration j Hot Topics Submit Surcharge Stats & Facts j Publications FBC Staff BCIS Site Map Links ; Search Business -- x n II tr.,ProdUCtApprovallrofe,JS on l f USER; Public User 5 Product Aorroval hlenu > Product or Aoolication Search > AoDlication List > Application Detail OFFICEr' r ( - J, s *&' 3 FL # FLi4463-R1 u"' 1Akd . Application Type Revision Code Version 2010 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 kr% Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory j Compliance Method Certification Agency Validated. By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535 - 39 36 fbc@jeld-wen.com Janet Gerard fbc@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 800) 535-3936 customerserviceagents@jeld-wen.com 7 Windows ? Double Hung Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440-05 TAS 202 Florida Licensed Professional Engineer or Architect FL14463 RI Eouiv SA14463 SS od( Method 1 Option A 03/10/2012 03/23/2012 04/01/2012 Year 2005 1994 http ://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquiKNpeAsuD/o2... 6/27/2013 Florida Building Code Online Page 2 of 2 Summary of Products FL # IModel, Number or Name Description 14463.1 Premium Atlantic Aluminum Side Load Double Hung (6400) 52.125" x 75" Single Glaze (1/8" Tempered) or Insulated Glass (3/16" - 3/16" Annealed) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-65 Other: Frame and,Sa_sh made of Aluminum 6063-T6 approximately .060" thick) Certification Agency Certificate FL14463 P,1 C CAC 31Af PA DH Fin SIG TAS 202 R60 52x75.p0f FL14463 R1 C CAC JW PA DH Fin Ter,o GL TA` 202 R60 FL14463 R1 C CAC WJ PA DH Finless SIG TAS 202 R60 52x7= odf j FL14463 R1 C CAC JW PA DH Finless Temp GL TAS 202 R60 52*75 odf Quality Assurance Contract Expiration Date ' 10/10/2014 Installation Instructions FL14463 RI II 52 x 75 - PAA6400 DH DWG odf FL14463 R1 i1 AT 52x,75.Ddf Verified By: American Architectural Manufacturers Association I Created by Independent Third Party: Evaluation Reports FL14463 R1 AE PER ? 271 HVHZ t;df Created by Independent Third Party: Yes 14463.2 , _, -• . Premium Atlantic Aluminum Side Load Double Hung (6400) 36" x 72" Single Glaze (3/16" Annealed) or Insulated Glass (1/8" - 1/8" Annealed) Limits of Use - Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-65 Other: Frame and Sash made of Aluminum 6063-T6 approximately .060" thick) Certification Agency Certificate j FL14463 R1 C CAC )W PA DH Fin TAS 202 R60 36x72 odf l FL14463 R1 C CAC 3W PA DH SIG Finless TAS 202 R60 36x72 odf Quality Assurance Contract Expiration Date 10/10/2014 Installation Instructions Ii FL14463 R1 11 36 x 72 - PAA6400 DH odf FL14463 R1 11 .AT 36x72.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14463 RS AE PER 1272 HVH7odf ' Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO. employer. Copyright 2007-2010 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email, addresses are public records. if you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. instead, contact the office by phone or by traditional mail. If you have any questions, please contact 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 emaiis provided may be used for.ofncial communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department;wlth 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: SeC U rit\''m I!rr'tC5` http : // www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE V X QwtD quiKNpeAsu%2... 6/27/2013 14.5625" O.C. MAX -}- -^}-- Jil s o 3 NO SILL FASTENERS t- WINDOW WIDTH (52Ye" MAX.) 4.z5" MAX. TYP. FROM ALL CORNERS 14.375" MAX O.C. 1,50' MAX FROM MID - SPAN 4.50" MAX FROM MID- SPAN L FROM FROM CORNER IN ADDITION TO TYP. CO FASTENERS n ° a I75' MIN. a o EMBEDMENT I/4' MAX SHIM crr SPACE DOW 995 GLAZING DETAIL 33/4s Bltr L I GLAZING DETAIL B' 3/4' Glass Bite MASONRY NCTL 210-3713-1/36) 1.75' MIN. EMBEDMENT 'i SHIM MAX SPACE. V v a v a T2.. I d a' v v I o• 1 TYPICAL H RIZ NTAL FRAME SECTI N L— NOTEs Caulk between unit and opening. DIIW 995 UNForn Design Pressure as Testna 160/-63 sF per TAS 202. TYPICAL VERTICAL P ax Frarle DP IMPACT HIM NOTE Caultween IIHMAxFRAMESECTION2gr x 75r +60/-65 N SH3 be . SPACE unit andk opening. caeneral (votes: ----, - Installation Notes.— - The product shown herein is designed, tested and manufactured to comply ' i 1:. Seal flange / window to substrate. with the wind load criteria of the adopted International Building Code (113C), the 2.-_- Use::Y4'rilat head Tapcon or equivalent fasteners through frame with International Residential Code IRC the Florida BuildingCode_including HVHZ_ sufficient length to penetrate a minimum of 1.75" into the masonry. and the industry, standard requirements for the stated conditions = 3 .: Host structure wood buck, stud framing and opening} to be designed All glazing shall conform to ASTM E1300. _.. and anchored to properly transfer,all.loads to the structure. The host Minimum nominal glazing single..glazed Ya" tempered or V16" insulated structure is the responsibility of the -architect or engineer of record for annealed.' the project of installation. Installation methods may be interchanged within the same opening.. ` 4. Fasteners are NOT required in the sill. An impact protective system IS required where wind borne debris protection is required by local building codes 1-; Maximum sizes are buck / net sizes and :do not include fins or flanges. This schedule addresses only the fasteners required to anchor the product to achieve the rated design and impact performance where applicable) u 9 P PPPP ) P PROJECT ENGINEER: G; s DATE: 12/il/2010 3737 Lakeport Boulevard Klamath Falls, OR 97601 pressure, DRAWN BY. SCALE: to the size limitations noted It -is not.lntended'as a ,guide to -the installation .. M: Tetzlaff NTS sal) 882 - 3as1 process and does not address the sealing consideration thaCmay apse in different CHECKED BY: TITLE: wall conditions. For the complete installation procedure, see the instructions.'AvvnovE09Y: Premium Atlantic Aluminum (6400) Double Hung packaged with thewindoworgotowww.laid-wen.comlresourcesfinstallation. Z zS l/ : J IllMasonry Installation ( 52.125" x 75.00") This drawing and its contents are proprietary and are not to be reproduced or Puir/P'lalEcrNo: copied in whole or in part or used or disclosed to others except as authorized. by JELD WEN, Inc, beyond permitting and installation process for window. Alexis • Spyrou 127 o0dCPZ. Pks N.. 6810143B Winter Pork, FL 2789 _ IDENTIFIER No. MY54306 PLANT NAME AND LOCATION: Venice Window Division CAD DWG 14o PAAsaOo_Ncrt210-s71 REV: i01 SHEET 1 of 3. 4.25" MAX. TYP. 1 FROM ALL O.C.C. MAX MAX CORNERS MAX, " MAX. O.C. xa 1.50' MAX FROM MID- i n SPAN 4.50" MAX FROM MID- j SPAN BIC IL ieI3 7.25" FROM CORNER NO SILL FASTENERS I— WINDOW WIDTH (52ha" MAX.) - i YIN ADDITION TO TYP. CORNER FASTENERS TYPICAL ELEVATION WITH FASTENERS S EEL MIN, D 3 0 3 TMead MIN. Through stud t I/4' MAX - EE SPACE NG — W, „a GLAZING DETAIL 'A' 3/4' Muss ate AZIN DETAIL 'B' r ate V 99a TYPICAL VERTICAL FRAME SECTI N SK SPACE NOTE- Caulk between unit and opening. tJ --12 MIN. ST& STUD L7 lRV Cli iVULEB7:_.- The product shown herein is designed, tested and manufactured to comply Installation?.Notes: with the wind load criteria of the adopted International Building Code (IBC), the 1 Seal flange / window to substrate. International Residential Code (IRC), the Florida Building Code.including HVHZ: 2 '_ -Use #1'4',,,flat head sheet metal screws or greater through frame with and the indust standard re uirementsfiorthe stated co ` sufficient length to penetrate a minimum of three 3 threads throughryqriditionsgpO9 All glazing shall confom-f to A$TM-E1300."-' the metal stud. Minimum nominal glazing sirigle glazed Yee tempered or Vie"insulated' 3. Host structure (wood buck, stud framing and opening) to be designed annealed.. -, and anchored to properly transfer, all loads to the structure. The host Installation methods may be interchanged within the same opening. structure is'the responsibility of the architect or engineer of record for An impact protective system IS required where wind bome debris protection is the.project of installation. required by local building code. _ 4.: ,, Fasteners are NOT required in the sill. Maximum sizes are buck / net sizes and, do not include fins or flarl,geS..; This schedule addresses onlythe fasteners required to-anch r,the product PROIECTENG]NEER DATE' q p p - 12/11/2010 y±;<TT+T 3737 Lakeport BoulevardachievetherateddesignpressureandImpactperformance (where applicable) up T j J jvJ Klamath Falls, OR 97601 to the size limitations. riot6d ---It.-is.-riot Intended ;as_a gulde1o,the installation M. DRAWN 5"AI-LE:NTS (S41) 882 - 3451 process and does not address the sealing consideration, that may'arise in different j CHECKED TITLE: wall conditions. For the complete installation procedure; 'see the instructions packaged with the window or go to www.geld-wenicom/resourcWinstallation. APPROVED DY Premium Atlantic Aluminum (6400) Double Hung Z ? Steel Stud Installation (52.125" x 75.00") This drawing and its contents are proprietary and are not to be reproduced PARTrPRWECi Na.: or ' Alexis Spyroucopiedinwholeorin.part or used or disclosed to others except as authorized by 127 v 1.11dbaP•ks No. 60101 43g IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SNEETJELD-WEN, Inc, beyond permitting and installation process for this Window. Winter park; FL.32799 MY54306 ', _. Venice Window Division PAA6400_NCTC21¢371 1 l)1 2 of 3. STEEL STUD NCTL 210-3713-1/36) 3 Thread MIN. Through Stud — - 12 ga. MIN. STEEL STUD—, SPACE SHIM SPACE MAX I TYPICAL RIZ NTAL FRAME SECTI N NOTE, Caulk bete,.. -it and opening, LWFo Design Pressore esasTtedt60/-b5 psf per TAS M. Max FraMeDP I IMPACT 528" x 75" 60/-65 1 NO 4.25" MAX. TYP. FROM ALL O.C. 25" MAX CORNERS C. MAX 16.625" MAX IO.C. I I I I I i F-- a STEEL STUD NAIL FIN 3 Thread MIN. pa (NCTL 210-3713-1/36) Through Stud STEEL STUD - I 1/4• MAX SHINSPACE le go. MIN. STEEL STUD 1/4' SHIM DDV 995 GLAZING —SPACE MAX DETAIL A' 3/4' Gloss &k I (-- GLARING DETAIL B' sEEGLAZING 3/4' GlnIss Bite DETAIL 'B' Dav 99s TYPICAL VERTICAL 14' "q" SM1N FRAME SECTI N SPACE NOTE, Caulk between unit and opening. 5 J r 3 Thread MIN. --- I,—IBov Through Stud 3 On• NIN I STEEL SNO 3 Thread MIN. Through TStud t TYPICAL H RIZONTAL FRAME SECTI N NDTE- Coulk brtresn -it and openin° r UNiorn Beslpn Pressure ns Testem •60/-65 sf per TAS 202. Max Frame DP IMPACT 528" x 75" 60/-65 N I l enera Notes: - Installation Notes: The product shown herein is designed, tested and manufactured to- co,mply:,_A.. Seal nail fin to substrate. with the wind load criteria of the adopted International Building Code;(IBC); the 2. Use #10 sfieet metal screws or greater through frame with sufficient length to International Residential Code (IRC), the Florida Building Code including HVHZ penetrate a minimum of three (3) threads through the metal stud. and the industry standard requirements forttie stated conditionsHost structure (wood buck, stud framing and opening) to be designed and All glazing_sh.all_conform.to-ASTM-E1300, ' "'" '"' """` --•, anchored to properly transfer all loads to the structure. The host structure is Minimum- nominal -glazing: -single -glazed ys' tempered or 3/13" insulated the responsibility of the architect or engineer of record for the project of annealed. ; .- a• ,. :' , .- _ installation. , ' Installation methods may be interchanged within the same opening'." 4. We'recomrrnend:_using Tegratite'"' installation An impact protective system IS required where wind borne debris: protection.(http-//wwvv.ield-wen.corn/newinstallationtechnologyn for weatherproofing. required by local building code. 5:' Window includes aslip-on aluminum 6063-T5 nail fin with a typical wall Maximum sizes are buck /net sizes and do not include fins or flanges.;:,,,. ' thickness of•.050"-and extends approximately 1.258" away from frame. This schedule addresses only the fasteners required' to anchor the product to achieve the rated design pressure -and impact performance (where applicable) up a PROJECT ENGINEER: DATE: 21 /11/2010 a 3737 Lakeport Boulevard KlamatlT Falls, OR 97601 to the size limitations -noted. -It-Is not Intended -asFa guide to the installation DRAwN BY: M. Tetzlaff scALE: NTS JEL 541) 882 - 3451 process and does not address the sealing consideratibn that may arse in different CHECKED BY 7 TITLE: wall conditions. For the complete installation p roce'dure, see the instructions I • .r .. .. packaged with the window or go to www.jeld-wen.com/resourcesfinstallation. APPROVED BY Pre mium Atlantic Aluminum (6400) Double Hung Z. Steel Stud with Nail Fin Installation (52.125" x 75.00") This drawing and its contents are proprietary and are not to be reproduced or vART LmEcr"0• - copied In whole Or In part Of used Or dISCIOS@d t0 OUleni @XC@pt as authorized by Alexis Spyrou- Florid.P.E. No. 68101 DENTIFIER CADIJELD-WEN, Inc. beyond permitting and Installation process for this window. , M. 127 F°Irbanks qve,Ste 438 Winter Park, FL 32789 L-. No. MY54306 PLANT NAME AND LOCATION: Venice Window Division DWG. Np.: JPAA6400 NCTL21a371 REV: 1 O1 SHEET 3 of 3. tFlorida Building Code Online Page 1 of 2 ry,yiu- riF h w.u ''r' W}41 i-Y''.fJ- A'rs+ I• irr Fi tfJ.`_'ci A .... . F e - ay BCIS Home !Log In User Registration ;Hot Topics Submit Surcharge Stats &Facts Publications FBC Staff j BCIS Site Map Links SearchSIB Product Product Approval YX-H USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail t { FL # FL11915-R1 Application Type Revision _ t Code Version 2007 t — Application Status Approved Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 770)933-4477 etodd@atlasroofing.com 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) Ed Todd etodd@atlasroofing.com Ed Todd 2000 Riveredge Pkwy Suite 800 Atlanta, GA 30328 770)933-4477 etodd@atlasroofing.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer rZI Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 Underwriters Laboratories Inc. 03/01/2012 John W. Knezevich, PE l±t Validation Checklist - Hardcopy Received FL11915 R1 COI Trinity ERD Certificaiton of Indeoendence.odf Standard Year ASTM D1970 2001 ASTM D226 1997 ASTM D2626 2004 ASTM D4798 2001 ASTM D4869 2004 http://www. floridabuilding.org/pr/Pi_app_dtl. aspx?param=wGEVXQwtDgsxYIeb4opOD... 11 /17/2010 Florida Building Code Online ASTM D6380 ASTM D6757 ASTM G155 TAS 103 TAS 110 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2009 Date Validated 04/27/2009 Date Pending FBC Approval 05/01/2009 Date Approved 06/09/2009 2001 2002 2004 1995 2000 Page 2 of 2 Summary of Products FL # Model, Number or Name IlDescription 11915.1. IlAtlas Roof Underlayments (HVHZ)1JRooflng Underlayments for use in HVHZ jurisdictions Limits of Use Installation Instructions Approved for use in HVHZ:.Yes. FL11915 R1 II er042409FINAL Atlas Underlayments Approved for use outside HVHZ: No, Impact Resistant: N/A Des ign,Pressure: N/A Other: Refer to ER Section 5 for limits of use. HVHZ FL11915-R1 odf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL11915 R1 AE er042409FINAL Atlas Underlavments HVHZ FL11915-Rl.odf Created by Independent Third Party: Yes 119152, _ Atlas Roof,Underlayments (non- HVHZ) Roofing Underlayments for use in non HVHZ jurisdictions i Limits of Use Installation Instructions Approved for use in. HVHZ:. No., FL11915 R1 II er042409FINAL Atlas Underlayments, Approved for use outside HVHZ: Yes Impact Resistant:;N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use non-HVHZ FL11915-Ri odf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL11915 RS AE er042409FINAL Atlas Underlayments, non-HVHZ FL11915-RI.odf Created by Independent Third Party: Yes Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: Vrr lStpn PR x. EUr,, http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opOD... 11 /17/2010 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Atlas RoofingCorporation; Evaluation Report A12630.12.08-HVHZ-R2 2000 River Edge Parkway FL11915-R1 Atlanta, GA 3.0328 Date of Issuance: 12/23/2008 Revision 2: 04/24/2009 SCOPE: This, Evaluation -.:Report. ,is issued•. under . Rule 9B-72 and the applicable rules and regulations governing,, the !use of construction ..mater;ials in the State of Florida. The documentation submitted has been. reviewed by Robert iNieminen; R.E. for use of the product under the Florida Building Code and; Florida Building Code., Residential Volume. The products described herein have been designed to comply with the 2007 Florida Building Code (HVHZ). DESCRIPTION: Atlas Roof Underlayments (HVHZ) LABELING:., Each, unit, shall ;bear la,beling,in ,accordance with the requirements -the Accredited Quality AssuranceAgencynotedherein. CONTINUED COMPLIANCE; This EvaluationReport is valid until such time as the named product(s) changes,. the referenced ,,Qua Iity •Ass urance•documentation changes, or provisions of the Code that re ate.to ,the product,ch:ange.;,Acceptance of this Evaluation Report by the named client constitutes agreement„ to notify ,Robert., Nieminen, P.E. if the product changes or the referenced Quality Assurance ;documentation• changes.;, TrinitylERD requires a complete review of this Evaluation Reportrelative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The E.valuation.Report number preceded by the words "TrinitylERD Evaluated" may be displayed., -in adyprti singliterature. ,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. ma n;ufacturer;:or its distributors_ andshall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 7. Prepared by: Robert J. M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized BF 4 by Robert Nieminen, P.E. on 04/24/2009 is This does not serve as an electronically signed a ti document. Signed, sealed hardcopies have been transmitted IiJ, a to theProductApproval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityiERD 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. Trinityi 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 arebeingissued. 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. Tr\NR ROOFING COMPONENT EVALUATION: I. SCOPE: Product Category: Roofing Sub -Category: Underlayment C. Compliance _Statement: Roof ;Underlayments, as produced by Atlas Roofing Corporation, have demonstrated, compliance with; - the :following sections of the Florida Building Code (HVHZ) through testing,, -in ;accordance ,with. the -following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section 15,18.4, RAS 115, PAS i 18, RAS 119, RAS 120 1507.2.4, 1507 2.9.2, 1507.5.3 Property Standard Year Physical Properties ASTM D226 1997 physical Properties ASTM D1970 2001 15184, RAS 115, RAS Physical Properties 118, RAS 119, RAS 120 TAS 110, RAS 118 RAS Physical Properties 119, RAS 120 1523.1.1 Physical Properties ETAS 110 Physical Properties i TAS-110 - Physical Properties 1523.6.5.2.1 Physical Properties 1504.6 Physical Properties TAS 110 Accelerated Weathering 3. REFERENCES: ASTM D2626 2004 ASTM D6380 2001 TAS 110 2000 ASTM D224 1996 ASTM D249 1996 TAS 103 ASTM G155 ASTM D4798 1995 2004 2001 Entity Examination Reference Date PRI. (TST 5878) TAS, 103 NEI-006-02-01 08/12/2003 PRI (TST 5878) TAS, 103 /;ASTM G155 NEI-045-02-01 05/10/2007 PRI.(TST5878) ASTM D226 ATL-033-02-01 08/16/2007 PRI,(TST 5878) ASTM D1970 NEI-029-02-01 10/19/2007 PRI,(TS,T 5878) TAS; 103 /,ASTM D4798 NEI-045-02-01 03/17/2008 PRI;(TST 5878) TAS :103 /IASTM D4798 NEI-053-02-01 04/30/2008 PRI(TST 5878) ASTM D1970 NEI-062-02-01 01/14/2009 UL(TST 1740) ASTM D1970 02-NK40952 02/27/2003 UL(TST 1740) ASTM D226 02-NK40952 02/27/2003 UL(TST 1740) ASTM D2626 02-NK40952 02/27/2003 UL(TST1740) ASTM D4869 02 NK40952 02/27/2003 UL(TST 1740) ASTM D6757 02-NK40952 02/27/2003 UL(TST 1740) ASTM D6380 02-NK40952 02/27/2003 UL(TST 1740) ASTM D6757 08CA18320 04/25/2008 ICC-ES (EVL 2396) IBC Compliance ESR-1783 05/01/2007 Miami -Dade (CER 1592) HVHZ Compliance 07-0927.05 12/27/2007 Miami -Dade (CER 1592) HVHZ Compliance 08-0108.03 05/15/2008 Polyfoam Products AC152 Adhesion Polyfoam List 04/02/2009 UL (QUA1743) Quality Control File No. TGDY.R14902 07/19/2008 UL (QUA1743) Quality Control File No. R25794 02/06/2009 UL (QUA1743) Quality Control Service Confirmation 04/23/2009 Exterior Research and Design, LLC. Evaluation Report A12630.12.08-HVHZ-R2 Certificate o f A uth oriza tion #9503 FL11915-R1 Revision 2: 04/24/2009 Page 2 of 7 ERDJTRINITY 4. PRODUCT DESCRIPTION: 15SpscqcxTIomFsLTisanASTMD225TypeIasphak-saturatedonganiofelt. 42 '430 SPECIFICATION FELT is an ASTM D226Type Dasp ha|t-saturated organic felt 4- 3 #43.BAss5yssT is an ASTM D2626 asp ha|t'saturated and coated organic felt. 4' 4 QORIisa.gVa_ss.mat reinforced, asphak-saturated roofing undedayment that meets coe performance requirements for anASTM D220,Type Iorganic felt. 4.S /' SUMMIT`5YNTH,, ETIC UNDERLAYMENTjs an inorganic, high strength woven polypropylene fabric unoenaymentthat meets. the performance requirements for on ASTM D226, Type I and II organic felt. 4/5| c WATER Peorscrom is an ASTM D1970 self -adhering, glass mat reinforced, granular surfaced, SBSmodified roof uodedayment. 4.7 / r Po I LySEAL is.arAsTM o1970 self -adhering, po|y'fabricsurfaoeU, high -temp, 5e5 modified roorunoenayment. 4'8.' TU ULTRA JS an TA5 103 / ASTM D1970 self -adhering, woven polyester surfaced, SBS modified tile undedaymen1. 4/-9 55RomFImois an ASTM D6380, Class B / ASTM D224 asp ha|t'satu rated organic roll rootngsheet that meets the performance requirements of ASTM D2626. 5LATs/TILsUmDsuuwmsmTisanASTMD0380, Class M/ASTM D249aspha| t-saturated organic roll roofing sheet. 90 y4ImsnxL: SURFACE`: oLLRooFImG is an ASTM D6380, Class M / ASTM D249 aspha|t-saturated organic roll roofing sheet. S. LIMITATIONS: x.5`1, ,-Fire C|assficatipart. of h Laboratory Repo re r o cunent proved Roofing Materials Director yfor fire ratings ofthis product. 5.2., Guard can be used in any approved prepared roof assemblies whenec4STKDZ20 Type dedayment is specified and installed with prescribed approved fasteners and fastener densities. 5'3,'`3OSped c on.Fe| nd mi" Synthetic Undedayment can be used in any approved prepared roof assemblies where ASTM D226, Type II undedayment is specified and installed with prescribed approved fasteners and fastener densities. 5. 4 #43 Base Sheet and #55 Smooth Roll Roofing can be used in any approved prepared roof assemblies where ASTM D2626 undedayment is specified and installed with prescribed approved fasteners and fastener densities. VVeatherMaster T" Granular Ice & Water Protection, VVeatherMasterl= Po| ysea| and VVeatherqaste" TU-canteusod |nany approved prepared roof assemblies where ASTM D1970 undedaymentisspecified. 5.6 VVeatherMaster T14 TU can be used in any approved prepared roof assemblies wheneTAS 103 undedaymentisspecified. 5.7 #55 Smooth Roll Roofing can be used in any approved prepared roof assemblies where ASTM D6380 Class S/ASTM D224 under|aymentisspecified. 5.8 Slate/Tile Under|ayment and #90 Mineral Surface Roll Roofing can be used in any approved prepared roof assemblies where ASTM D6380, Class M/ASTM D249 undedayment is specified and installed with prescribed adhesives(e.g., D312, type IVhot aspha|t). Exterior Research and Design, LLc Evaluation Report uzassu.12.oa' xv*o-n2 Certificate vrAuthorization #*soa rL11e15'az Revision o:o4/a4/onoy Page zn,7 5.9 JTRINITYi ER Allowable prepared roof covers applied atop Atlas Roof Underlayments (HVHZ) are follows: Table 1: Roof Cover Options for Atlas Roof Underlayments (HVHZ) Underla menty Asphalt Shingles `' Nail -On Tile Foam -On Metal Wood Shakes SlateTileShingles 15 Specification Felt Yes: No No Yes: Yes: Yes: 2layers 2layers 2layers 2layers 30 Specification Felt Yes Yes: Yes: Yes Yes YesBaseLayerBaseLayer 43 Base Sheet Yes Yes: Yes: Yes Yes YesBaseLayerBaseLayer Gorilla Guard Yes: No No Yes: Yes: Yes: 2lalayers, Y. 2layer 2layer 2layers Summit Snthety is Yes No No Yes Yes Yes WeatherMaster Granular Ice & Water Protection Yes No No Yes Yes Yes weatherMaster Polyseal Yes No No Yes Yes Yes Yes WeatherMaster TU Ultra " Yes Yes Top Layer Yes Yes Yes See 5.9.1 55 Smooth Roll Yes Yes: Yes: Roofing Base Layer Base Layer Yes Yes Yes Slate /Tile Yes: Yes: Yes: Yes: Yes: Underlayment Top Layer Top Layer To La erPy No- Top Layer Top LayerSee5.9.1 90 Mineral Surface Roll Yes: Yes: Yes: Yes:' Yes: Roofing Top Layer.- Top Layer To LaPLayer No Top Layer Top LayerSee5.9.1 Foam-O.n Tlle, -is limited ,to; use of,Polyfoam Polyset applications unless data from an accredited testing :laboratory for; alternate-, foam -adhesive with Slate / Tile Underlayment, #90 MSRR or WeatherMaster. TU Ultra underlayments in accordance with Miami -Dade requirements is provided. 5:9,2: For tile_roof installations; governed by RAS 118, RAS 119 and RAS 120 use is limited to the following: Table 2: Tile System Options for Atlas Roof Underlayments per RAS 118, 119 or 120 Systemy Underlayment Option Section Reference Atlas Product(s) ASTM D226, Type II 30 Specification Felt RAS 118 1, 3.01A ASTM D2626 43 Base Sheet or #55 Smooth Roll Roofing ASTM D6380, Class M Slate / Tile Underlayment, #90 MSRRAS-119 RAS 120 Anchor/Base Sheet 30 Specification Felt, #43 Base Sheet or 2 3.02D 55 Smooth Roll Roofing Self -Adhered Underlayment WeatherMaster TU Ultra Exterior Research and Design, LLC. Evaluation Report A12630.12.08-HVHZ-R2 Certificate of Authorization #9503 FL11915-R1 Revision 2: 04/24/2009 Page 4 of 7 ED 5.10 Install self -adhering underlayments when surface temperatures are minimum 45°F and rising. 5.11 Exposure Limitations: 5.11;,1 #15 Specification,, -Felt, ;#30 -Specification Felt, #43 Base Sheet and #55 Smooth Roll Roofing shall be, covered as soon as .possible after installation; exposure for more than 24 hours after installation could adversely affect performance 5;.11. 1 ,;,Gorilla; Guard& SummitT"'.; Synthetic Underlayment, WeatherMasterT"' Granular Ice & Water Shield,, WeatherMasterT"_ Polyseal, Slate/Tile Underlayment and #90 Mineral Surface Roll Roofing shall not be left exposed for longer than 30-days after installation. 5.11.3. WeatherMasterT' TU Ultra shall not be left exposed for longer than 90-days after installation 6. INSTALLATION: Atlas Roof U.nderlayments shall be installed in accordance with Atlas published installation requirements subject -to,the, Limitations set forth in Section 5 herein and the specifics noted below. 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, and prime the substrate (if applicable). -- 6.3 Approved Assemblies: System E(1): Underlayment mechanically fastened to deck Deck Type 1: Wood, Non -Insulated Deck Description: Min. 19/32" plywood or wood plank Underlayment; Minimu,m two plies of #15 Specification Felt or Gorilla Guard® with a minimum 19" wide headlap and a minimum 6" wide end laps, mechanically fastened to deck. r.. Fastening,:. HVHZ :=,Approved nails and tin caps 6" o.c. at lap and two equally spaced staggered rows 12" o.c. in the field. Surfacing: HVHZ-._Ap,p roved asphalt shingle, non-structural metal, wood shakes & shingles or slate. 6.3.2, System E(2): Underlayment mechanically fastened to deck Deck Type 1: Wood, Non -Insulated Deck Description: Min. 19/32" plywood or wood plank Underlayment: One or more plies of #30 Specification Felt #43 Base Sheet or #55 Smooth Roll Roofing with minimum 4" wide head laps and a minimum 6" wide end laps, mechanically fastened to deck. Fastening.; i HVHZ Approved nails and tin caps 6" o.c. at lap and two equally spaced staggered rows 12" o.c. in the field. Surfacing: HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles or slate. Exterior Research and Design, LLC. Evaluation Report A12630.12.08-HVHZ-R2 Certificate of Authorization #9503 FL11915-RI Revision 2: 04/24/2009 Page 5 of 7 l f ( ER Underlayment mechanically fastened to deck Wood, Non -Insulated Min. 19/32" plywood or wood plank One or more plies of SummitT"' Synthetic Underlayment with minimum 4" wide head laps and a minimum 12" wide end laps, mechanically fastened to deck. HVHZ Approved nails and tin caps 6" o.c. at lap and two equally spaced staggered rows 12" o.c. in the field. HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles or slate. 6,3.4 System E(4) ,_Base,underlayment mechanically fastened to deck top laver adhered Deck Type 1: Wood, Non -Insulated Deck Description: Min. 19/32" plywood or wood plank Base Layer, - One o.r-more plies of #30 Specification Felt, #43 Base Sheet or #55 Smooth Roll Roofing with minimum 4" wide head laps and a minimum 6" wide end laps, mechanically fastened to deck. Fastening: ,HVHZ Approved nails and tin caps 6" o.c. at lap and two equally spaced staggered rows 12" o.c. in the field. TO Layer; WeatherMasterT`" Granular Ice & Water Shield or WeatherMasterT`" Polyseal, self -adhered to the base layer with minimum 3" head laps and minimum 6" staggered end laps. Surfacing; HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles or slate. System E(5) Base,underlavment mechanically fastened to deck top layer adhered Deck Type 1: Wood, Non -Insulated Deck Description: Min. 19/32" plywood or wood plank Base -Layer One or more plies of #30 Specification Felt, #43 Base Sheet or #55 Smooth Roll Roofing with minimum 4" wide head laps'and a minimum 6" wide end laps, mechanically fastened to deck. Fastening: HVHZI .Approved nails and tin caps 6" o.c. at lap and two equally spaced staggered rows 12" o.c. in the field. Mid Layer:. Optional) #15 Specification Felt, Gorilla Guard®, #30 Specification Felt, #43 Base Sheet or #55 Smooth Roll Roofing with minimum 3" wide head laps and minimum 6" wide end laps in full 25 Ib/sq ± 15% mopping of ASTM D312, Type IV asphalt. Top Layer:, Slate/Tile Underlayment or #90 Mineral Surface Roll Roofing with minimum 3" wide head laps and minimum 6" wide end laps in full 25 Ib/sq ± 15% mopping of ASTM D312, Type IV asphalt. Headlaps shall be back -nailed 12" o.c. with HVHZ Approved nails and tin caps. Or WeatherMasterTm TU Ultra with a minimum 4" side lap and 6" end lap. Surfacing: HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles, slate or tile. Exterior Research and Design, LLC. Evaluation Report A12630.12.08-HVHZ-R2 Certificate of Authorization #9503 FL11915-R1 Revision 2: 04/24/2009 Page 6 of 7 ER 7. LABELING: Each unit shallbear a permanent label:with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. S. BUILDING PERMIT REQUIREMENTS: As,- requirecl;,by- the. Builcling, Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the: manufacturer;or the named QA entity for information on plants covered under Rule 9B-72 QA requirements, 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories — QUA1743 847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A12630.12.08-HVHZ-R2 Certificate of Authorization #9503 FL11915-RI Revision 2: 04/24/2009 Page 7of7 FlIorida Building Code Online Page I of 2 FAl U1, NO' M, luU n! BCIS Home 1 Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Busines I Product Approval PERMIT # Professi6I USER: Public User i Product A )of oval klenu > Product or Application Search > Application List > Application Detail WZ FL # ; FL5444-R4 Application Type `Revision— Code Version 2010 Application Status Approved Comments Archived Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category P 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) CertainTeed Corporation -Roofing PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 215) 274-2350 Steven. T.Lawrey@saint-gobain.com Steven Lawrey Steven. T.Lawrey@saint-gobain.com R. Allan Snyder PC Box 1100 1400 Union Meeting Road Blue Bell, PA 19422 Allan. R.Snyder@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E0. Evaluation Report - Hardcopy Received Robert Nieminen PE- 59166 Underwriters Laboratories Inc. 06/ 09/2013 John W. Knezevich, PE t!," Validation Checklist - Hardcopy Received FL5444 R4 C01 Trinity ERD C1 - llieminen.pdf Standard Year ASTM D3161, Class F 2006 ASTM D3462 2007 ASTM D7158, Class H 2007 http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtah 1 g07CS soycOrl28... 12/21/2012 Florida Building Code Online Equivalence of Product Standards Certified By Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/14/2011 12/14/2011 12/21/2011 01/31/2012 Summary of Products ^! d FL # Model, Number or Name 1113escriDtion 54.44.1 ! ::.•_. ;; CertainTeed,Asphalt Roofing 3-tab, laminated, architectural and 4-tab asphalt roof j Shingles ishingles Limits of Use Installation Instructions l Approved for use in HVHZ: No FL5444 R4 II er120611FINAL CERTAINTEED Asphalt Shingle FL5444-R4.pdf ApprovedforuseoutsideHVHZ: Yes Impact Resistant: -N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R4 AE er120611FINAL CERTAINTEED Asphalt I Shingle FL5444-R4.Ddf I i;,• i a h 1: „ri Created by Independent Third Party: Yes 8ad< Next . Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State: of Florida is an_AA/EEO.employer. ,Coovrioht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are. public records..If you do not want your e-mail address released in response to a public -records request, do not send. electronic mail to this entity. rInstead;,contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. Pursuant to Sectiom455:275(1),: Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addressef they have one: The emalls provided may be used for official communication with the licensee. However email addresses are public record. 4fyou do not wish tosuppipa 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: r SuCur t:3: t'rfi is we N http:// www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgtah 1 gO7CSsoycOrl28... 12/21 /2012 J t E EVALUATION REPORT CertainTeed Corporation 1400 Union Meeting Road Blue Bell, PA 19422 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 3532.09.05-R4 FL5444-R4 Date of Issuance: 09/22/2005 Revision 4: 12/06/2011 SCOPE: This'EvaluationiRe'port'is issued under Rule 9N-3 and the applicable rules and regulations governing the ruse Eciftonstruction . 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 rlorida'Building Code; Residential: Volume. The products described herein_ have been designed to comply with the 2010 Florida Building Code. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING:.! -Each -unit shall bear' Labeling in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) ichanges;Ah'e--refere'nced:Quality Assurance''documentation changes, or provisions of the Code that relate to- h-`productchange: '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-docu'rrientation 'changes. Trinit' -[ERD requires a complete review of this Evaluation Report relative=to updated Code requirements with each Code Cycle. ADVERTISEMENT ''Th&Evaluation'-Report number preceded by the words "TrinitylERD Evaluated" may be di'spiayed- in iadvertising=`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 :. manufactureror 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 10, Prepared by: Q r. Robert J. M. Nieminen P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 12/06/2011 This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest In any company manufacturing or distributing products it evaluates. 2. TrinityJERD 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. R D ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Stafement:' CerfainTeed --Asphalt Roofing Shingles, as produced by CertainTeed C&poration; have demonstrated compliancewith the following sections of the Florida Building Code and Florida: uilding Code, Residential Volume through testing in accordance with the following Standards. Compliance ' is subject to 7the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 4507. 2.5, R905.2.4 Physical Properties ASTM D3462 2007 1507; 2:7.1 R-905.2.6.1 Wind "Resistance ASTM D3161, Class F 2006 1507 2.7.1,'R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O07 3. REFERENCES: m . Entity Examination Reference Date UL( TST 1740) ASTM D3161 94NK9632 05/15/1998 UL7( TST 1740) ASTM D3161" 99NK26506 11/23/1999 UL'( T5T 1740) ASTM D3161' 03CA12702 05/27/2003 UL ( TST 1740) ASTM' D3161'' 03CA12702 06/16/2003 s' UL(TST 1740) ASTM'03161 03NK29847. 10/03/2003 UL-( TST 1740) ASTM D3161 04CA11329 05/24/2004 UL'( TST 1740) ASTM D3161 ` 04CA32986 12/03/2004 UV( TST 1740) ASTM` D3161 "' 05NK07049 04/15/2005 1UL-( TST 1740) ASTM D3161 ` 05NK16778 05/12/2005 UL-( TST 1740) ASTM D3161' 05CA16778 05/12/2005 UL"( TST 1740) ASTM lb316111 05NK14836 05/22/2005 UL=( TST 1740) ASTM D3161,' 05NK22800 06/22/2005 UL( TST 1740) ASTM D3462: R684 09/21/2005 UL='( TST 1740) ASTM D7`158 ,- 05NK08037 06/28/2006 UL"(- TST 1740) ASTM D3l'61'& D3462 09CA28873 07/23/2009 UL( TST 1740) ASTM D3462 1OCA41303 10/07/2010 UL'( TST 1740) ASTM D3161 1OCA41303 10/08/2010 UL( TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL ( TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL'( QUA 1743)' Quality Control ' Service Confirmation Exp. 06/09/2013 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R4 Certificate of Authorization #9503 FL5444-R4 Revision 4: 12/06/2011 Page 2 of 10 4. PRODUCT DESCRIPTION: T2071/)(T71 25a.nd)<T` 30 are fiberglass reinforced, 3-tab asphalt roof shingles. Oaniage.Houso Si ang|e4/'Centennia| Slate "~, Grand Manor Shang/eU, Landmark"~, Landm rkT (formerly Landmark Plus), P|us), Landmark` Premium, Landmark` TL and Landmark7=Soahs are fiberglass reinforced, laminated asphalt roof shingles. a4r3/'-' hak&7 and; Presidential Shake TL` are fiberglass reinforced, architectural asphalt roof shingles. 4/' |Ha e as`,andJHigh|andBate"° are fiberglass reinforced, 4-tab asphalt roof shingles. 4k5,. Acgessoryfor Hatteras, Shang|e Ridge `°, Shadow Ridge`" and Cedar CrestTlljanefmerglass reinforced accessory shingles for hip and ridge installation. xAnyofth.e.aboVe.Ustedshing|esmayboproduoedinAR(a|gaeresistant)versions. S. LzmzTATIOmg: 5.1 This Evaluation Report isnot for use inthe HVHZ B Fire:- ] assifica1ion is«pot part'of'.thjs Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings ofthis product. 5.3 Wind Classification: AV :shingles noted herein -,are Classified in accordance with FB[ Tables 1507.2I1 and x/R905. 2 ' JD.3181/<]ass.F,and/or ASTMD7158, {]ass H, indicating the shingles are ' O mi` ptaU1 forus |maU°indzooes`up to Va,d = 150 mph (Vuu = 194 mph). Refer to Section 6 ` for installation' requirements to meet this wind rating. 5-3v2 Rresidentia] Crest ` x'p&-muye; shingles-have [lass Fwhen BASF Po'yu F. a»r N-1 adhas euor.fenke| PL@ Polyurethane Roof & Flashing Sealant, applied as ` on instructions, indicating the shingles are acceptable for us ` in all wind zones uptoVad = 150 mph (Vult = 194 mph). c/nsu,e533Classification, by:AGT-MiJ}715&iappUesto exposure category B or and a building height of6U pruf s`x%eet culatonsrbyaqua|Vied design professional are required for conditions outside otkes,e'||pnitatipns ,Contact the shingle manufacturer for data specific to each shingle. c;5`4r',/U| products in, the -roof,assembk,'shaU have quality assurance audits in accordance with the Florida Building Code and F.A.C. Ru|e9N'3. Exterior Research and Design, LLC. Evaluation Report 3s32.oe.os-R4 Certificate orAuthorization #e503 FL5444n4 Revision 4'1a/06/2011 Page oofzo TRINITY, ERD 6. INSTALLATION: 6.1 Roof deck, slope, undedaymentand fasteners shall comply with FB[ 1507.2/ R905.2 and the shingle manufacturer's minimum requirements. be'acceptable to CertainTeed Corporation and shall hold current Florida Statewide PrVd , AppnovaL:or ,be Locally Approved per Rule 9N'3, per FBC Sections 1507.3.3,1507.2.4orp9052.3. 62' r Installation, `Vf',asphaltisb g|es shaU comply with the manufacturer's current published Vsing+mini four`(4) nails per shingle in accordance with FBr 1507.27 or Section R905.2.6 and the minimum requirements herein. t(5"]1 c,-Fasteners :shall ,be jr\accordance ^with manufacturer's published requirements, but not less r.,.than FBC 1507I6 orRgOS.2S. Staples are not permitted.' 6'2.2`/../.Where 'th.e.r»ufslope exceeds .21,units vertical in 12 units horizontal, use the "Steep 5|ope" 63 ptab|efor use /n reroof(tear-odf) orrecover applications, subject:¢othexnnitatons.set focthinF8CSection 1S1Uand CertainTeedpublished installation instructions. 63.1 CT20TI, XTTrl 25, andXT`=30: LmNA0USTANDARD SLOPE EN8USH it fa METRIC '` ^ qrl 6. 3.1. 1 Hip & Ridge: Cut Shingles sb»mkv STEEP SLOPE sf) otsvmsp»al( mofingA cerilenmor every hill shingl y1V CIJVM,114).MTh-&: r60hj1gSe1ileTj/meieflng'AIFTM:A15% x lyrCo wmw h lab _. r, UsvfovijampWwrsIww w 4 CanI^mExcessive. use of,mm', umieiumm"m*sum'lm to blister. Note: For ASTM D3161 - Class F, use BASF Snnn|asbc NP 1 adhesive or Henkel PL@ Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 3532.09.05- e4 Fus444-R4 mevision4: 12/0e/ 2011 Page 4or10 INITY, ERD 6.3.2 Carriacie House Shanqle@, Centennial Slate" and Grand Manor Shanqle@: 10APAND stup wpf STANDARMLOM, Irst-, sevefl spits or asl)llalt rocAlmg cc,111clit ovry uN,U we rizilk ff)r L:vt!rT Illjw fill] firnnd m inoosli-,mglt Us,, fire mijis tvjij 11i,ve ,spois r00fin", C'ellwill W even, 14111 UlrdP1gV U(itlse 8111110c mid (,entelini.0 IX SLIW. Appiv ,Lspliali i-o(jfiiig:celjwW I` f-)5 imify kmii Fiwre //-i 1sj)lm11,rfsorh4 a:111C.111 mw ill, XSEM 1145,4; T1 li11 Lj Wb nr i 2M mm) Rnnfinn rsmonf 6. 3.2.1 Hip & Ridge: Shangle@ Ridge Figure 17-18. Sbanqle"Widge. liglav J7-5: Phrw htdedlijig 11st" screll liqih, aW ltwiv tpws,nfaspbwh Exposure Remove tape from the right side S and fasten SECOND Fasten the left sideU5/ 6' RIGHT FIRST LEFT Figure 17- 19,- hislallalion qfShaqq1eC-Ri4j( sbjqje_V oii.hips and ridges. Note : :For'ASTM P.3151- ---Class, F, use BASF Sonolastic NP I adhesive or Henkel PL@ Polyurethane Roof:&Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R4 Certificate of Authorization # 9503 FL5444-R4 Revision 4: 12/ 06/2011 Page 5 of 10 6.3.3 LandmarkT"', Landmark"' Pro (formerly LandmarkT"" Plus) Landmark TM Premium LandmarkT"" TL and Landmark TM Solaris: LOW AND STANDARD Stopf LANDRARK Tt t 3f/ I 1"trr`r" METRICDIIYIENSIOils j (t 3rhifl .-j—(.Im111m) Il 14311 UY e t 1 U5 n m} s (375 ronrf (3D5 n T)— 11r — Af.^, j ' j j F{,tu Y,i-•; L cfi+rvr:rl fnr r,t•{ifreq •Isr`rt,4lrt STEEP SLOPE Use sti nails and four,s'6(s of aslilialt roolin,;centcnr tor- Cvejv'EWl laminated shirgtc. See - cement should meet; iS1'.At 1 4G'tj°pe il_ Appl}' 1",dot of asplrsllt roofing, c;ementtutdr each corner and at nlygiil V2." t6 13"in ((Torn eaeh edgG. METRIC D1h1ENSIONS 4A 12 L l lal: 1Z' I 3L1s Frio)(i75 n:ar) (4U5. rt n} I —, I- 25 mro) 14— LANDMARK TL 1 lt, iri 33n r,) i34_rni,i 25 it Inoci Gcnrynl; ff,gurs t3j: (ise Av naik, and fiber spokaof rVIATIF rnnfrng MMIZfr nn,sirc vd/r.=.r 6.3. 3.1 Hip & Ridge, Option 1: Shadow RidgeTM Figure 437I¢: S!»dnw Frtlue nr res3nrl+fls1)inglers rlrincl viis 17+,/;m1r lbree-piew unift A)'rrurke 72 d ,ididdual cap pieces. 7--'-(305mm) 254rnni) I 6 —m— 6 415116.. 05/lb 156mm) {50m, m) [ 125mmf (124mni)t T Notchfor Notch for Centerino Centering 12' 13114• i 5rnrrn, l N tefiesfcrAliq_ n"ritto 1337mm) 1 Notches forkonment the Tor+: Edge of the Previous (f81mm, the Top Edgr; ohd f , Preinus (196 nm) Cap for a'(125n)ni)Expu twe ' capirr55:8 ;141mm)F_q lsnre English Dimension Metric Dimension Exterior Research and Design, LLC. Evaluation Report 3532.09.05-114 Certificate of Authorization #9503 FL5444-R4 Revision 4: 12/06/ 2011 Page 6 of 10 ERD Layin g Notch ote: furwASTM. D3161. C laF, use BASF Sono|astc NP 1 adhesive or Henkel PL() ypr,( hane Roof &:Flashing Sealant in accordance with manufacturer's instructions. 63. 3.2 Hip &Ridge, Option 2: CedarCrest= LU e wp.fasteners.per,,s,hi-n,g|e.;!,Forthe starter shingle, place fastener 1-inch from each side eUgeu pd-abou Z-iOdl(up^onn hesta ershing|e exposed butt edge. For each fuUCedar ease fasten s 87S/8'inch up from its exposed butt edge and 1-inch from each side edge. J..: iNote: iFo'ASTM C8161,[]ass: F, use BASF Sonn|asbc NP 1 adhesive or Henkel PL@ PVlyuret Roof Flashing -Sealant to hand -seal Cedar Crest shingles. Apply NP I or PL r.` adhesive :fronl.the middle :of,theahing|e's raised overlay on the top piece and extending approximately 4-.inchakongthe sides ofthe headJapalong a line 3/4to 1-inch from each side ofthesNng|s head|ap. Immediately align and apply the overlying shingle, gently pressing a bsides into the adhesive, and install nails. To secure the other side/ apply a 1-inch diameter spot of NP 1 or PLadheska between the shingle layers. Exterior Research and Design, LLC. Certificate of Authorization # 9503 Evaluation Report 3532. 09.05-m4 Fus444-m4 Revision 4'12/ o6/zo11 Page 7of10 I • RINITYIA ERDT 6.3--4 Presidential Shake"' and Presidential Shake TLTm: LOW AND STANDARD 'SLOPE: STEEP SLOPE: For lotir and stab ianl sinp s, use rive naflsJor ewhItill Presidential little- it.-IIN for each full I ide-lltH %1liligle"mid shin.-fe, as silmll hp.low appIrl of asphalt roortlig eefn(,llt IIII&T racb sililizIe Ub. Alter applying 5 nails in bemvefl the nailing gill de lilleS7 apply Al naflN V 11"Ing I— 4Cr above tab niiout, imwrt,, cort-dii tabs of overj)iijgqiiit-, C mi.-r 1l:d1s. 1s(1016,MM) 0 Y3 "14)• 14 1/4" 362 nrn) NO,TE:Apply'llills on painted guideline. Figure. Xhlll'f?111 on Low andsfandarltsljjx,s, o V dialtl0vi asplialt wiflivi cenmil Figuru 16- 7, ltistmh,,, Prowidunlialand Sitahe Shingles of, Sim]; 'Vopa" 6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory PRESIDENTIAL UCESSORY Presidential :accessory shin gles can.be used for covering.hips and ridges. Apply shingles,up:lto ,the ridge (expose no more than .7":from the bottom edge of the "tooth." Fasten each accessory with two fas-. teners. The fasteners mustbe 13/4"Jang or longer, so they penetrate either 3/4" into the deck or completely through the deck. Presidential accessory comes in two different sizes! Accessory produced in Birmingham AL.is.1,2"xi 2"-,Portland, ORproduces97/8" x 13114" accessory. 1V Note: 'For11ASTK D3161, ' :.Class-F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Po.l:yuretha.nL,. Roof&Flashing Sealant in accordance with manufacturer's instructions. 6 3.4:2 Hipi&Ridge, :Option Refer,to instructions herein for Cedar Crest"" hip and ridge shingles. it 6.3.5 Hattera STM: LQV4S' TANMIRWAO. SM',SLQPEw figure ] j,3,haieowg 11,11MVISS14q.."t's or: loll For low and sla;OardMnpes, Itst-Almllail, for (`oCIIAII Mlller. ts sfiiflglr, as shown Exterior Research and Design, LLC. Certificate of Authorization #9503 rigurr / i. f, iaswing wish. p vqj-, Or slecp,slojws, usl:, five 11.1ils.,111d cighl qv%s ofzpIlA roofillf, repwat fort-ach fijII Mativrm: Shim • -.15 AffiVil ',lb0VC, Apply I' 25nnu) fliimoer of roofill"', Pen"Ill (kMNI 1) 45sc,lVpe If s q ,,r .5t,41) 1111der Carl, tab Corner, I Mllgle into jlhlca; tic, not celliont. CALFTION: Toonmch roof ng Imilem clfl tamsv. Aingles to Wisler Evaluation Report 3532,09.05-114 FL5444- R4 Revision 4: 12/06/2011 Page 8 of 10 m. k J TRINIIED R6. 3.5.1 Hip & Ridge, Option 1: Accessory for Hatteras j a .. 1 2 3 Figure., 15-14r 18 tbree piece:units separate to: make 54 Hatteras Accesso:rlj shingles. ri Note: lFor ASTM. D3161 .,.,Class, F, use BASF Sonolastic NP 1 adhesive or Henkel PL9 Fo: lyureth.ane Roof :& Flashing Sealant in accordance with manufacturer's instructions. 6. 3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles 230 mm) 1 l 8" 18 ' (46.0 mm) got d203rn0)460mm) L' ap Cap. Cap Shingle Shingle Shi:n,gle1240 mR Y Figure 15-20: CutHakteras shingles to.=. ke cover cap. Figure 15-21: Installation Of caps along•bips and ridges. Note: Fon,ASTM D3161 * Class=.F, use BASF Sonolastic NP 1 adhesive or Henkel PL® zP.. oIyurethane: Roof ,& flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R4 Certificate of Authorization #9503 FL5444-R4 Revision 4: 12/06/2011 Page 9 of 10 6.3.6 Highland Slate TM: x STEEP S.LOPE; l c S1' Hib:&Rdge,,]pbon'12nRefer hojnstnucbonaherein for Cedar Crest`°orShang|eRidge "" hip and ridge shingles. 7. LABELING: iuEachunit shall. bear. apennanent1abe| with the manufacturer's name, logo, city, state and logo ofthe Accredited Quality Assurance Agency noted herein. z;!!,7.2r-|.Asphaltrshingle 'wvrapbens` shaU/indicate compliance with one of the required classifications detailed in FBCTab|e 1507.I7. 1 / R905.2.6.1. S. BUILDING PERMIT RsQUzmsoxsmTS: uAs'requred byctheBuilding /Officia| orAUthohty Having ] uhsdidion in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact theinarned QA.entity foriinformation on which plants produce products covered by Florida Rule 9N-3 DA requirements. 10. QUALITY ASSURANCE ENTITY: Und6cwriters`Labocatndes - DUA1743; ( 414) 248-6400; kanen. buchmann@us.uicom END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report asaa.o9.0os'e4 Certificate o,Authorization #9s03 FL5444114 Revision 4' 1o/o6/a011 Page 1oof1m PrO Gs@ 0Dpp:3adu n.e wRei , ....yaeebeE nsm 804: J12 gBaae ) A:. d d op a gem wMa:e 510ratu7e SCNIway . Gn m fechn.-c-31 RepTesent5tive AddiaSVP.-Ion£Email Quaky Pe.oresenta.tjve gymEmail GwmR Subcategory Only,pliance matFICIO G @»nwep v a I jda t e B- ate ,_ DooTs . y Sectional Exterior Ss Assemblies Ce-Lifjcation G& z Listing Inter -Lek. . gga » InC. - c-TL/V, @ ck 1`12rsey 9Pf.uAs Validation Checklist -&rdc RR Received ne:s-ma 6a@ ac&s(«s»&«z QmG\ G G5Rl2 9 ms;l3 ASTM e95 yms6=. «ate mw,e yprof. 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A I.k:EN5D1 m CN klrLLl W1' IlStl E9rI1TT]JNN'I`mM N.TDiMTE "ASTEIID: um/vrt mum cvNnclnwnvn: siruEwlN Lan Y_tINGNJ,YNIMIr A; DESIGN LOADS: +2..4.0 PSr & -7.4.5 PSF TLSr LOADS: 4-36.0 PSF h -37.0 PSF MPC: PAN-2F153 Mn RATING NA%. DWR SI7.E• ATE, I W4- 16'0 W x16'0"FI DESIGN ENGINEER: MARK WESTERmaO. P. E.1/3 97 FLORIDA P.E 0494e5. 6uildin Products 9 e'05 DUKE OLVD-' nESCR[PTIDN: CLASSIC AND CH RP STEEL PAN NG P.E. f23032, Company MASON. OH 45040 513) MAVl RY JAC DOODLE - CAR. 16'W-I-24/-24.5 PSf TEMS P.E I B1513 770-4000 C11EEkfn PRAVIFIG MHDER• av7 clrortmuol An mlm. Y. MWW B1 1LJ 101711 VEm IBC Florida Building Code Online Page 1 of 4 s .':t h + y > k-^Y,_ 'Y`i _ x .,jks`I',: r.l L c* • x 'i'r"- r".$+'. d' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links SearchILlti't,i l 143I Busines.( Pr r(p NO Product Approval 1 QI l..sslOn'd 9 FUSER: Public User - R4 lIatlon Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15227 k ., .` Application Type ' Nevw Code Version 2010 Application Status Approved Approved by DCA. Approvals by DCA 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 Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, Ryan J. King, P.E. ri Validation Checklist - Hardcopy Received Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM D638 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL1.5227 RO Equiv of Standards.pdf Year 1996 1999 2003 1996 2004 2000 1995 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QRDznb... 12/21 /2012 Florida Building Code Online Page 2 of 4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved mmary of Products Method 1 Option A 02/20/2012 06/28/2012 07/03/2012 FL # Model, Number or Name Description77-71 15227.1 ... a. "Classic -Craft" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and11withoutbyTherma-Tru" Sidelites. Inswing and Outswing Limits of Use".' ° :`=_-: Certification Agency Certificate Approved for use in HVHZ: Yes FL15227 RO C CAC 15227.1 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design 'Pressure: N/A Installation Instructions Other: See INST 15227.1-68 (6'8 Door Products), INST FL15227 RO II Inst 15227.1.pdf 15227.1-80 (8'0 Door Products) and INST 15227-68M FL15227 RO II Inst 15227.1-68.2df 6'8 Door Products Direct to Masonry) for installation FL15227 RO II Inst 15227.1-80.pdf instructions. (Note -'Glazing Shall comply with ASTM FL15227 RO II Inst 15227-68M,pdf E1300-04 See INST 15227.1-for Glazing Details) Verified By: Lyndon F. Schmidt, P.E: 43409 Created by Independent Third Party: Yes Evaluation Reports FL15227 RO AE EVAL15227.1-68.Ldf FL15227 RO AE EVAL15227.1-80.pdf FL15227 RO AE EVAL15227-68M.pdf FL15227 RO AE TT-Plastics.1.1)df Created by Independent Third Party: Yes 15227.2 b-7: "Construction Series" and 6/8 Opaque Steel Door with and without Sidelites. Benchmark by Therma-Tru" Inswing and Outswing Limits of User:=it,<a. , Certification Agency Certificate Xpproved',f6euse iri'HVHZ: iYes FL15227 RO C CAC 15227.2 NAMI certs.pdf Approved for use outside-HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design, Pressure: N/A linstallation Instructions Other: See INST 15227.2-68 (6'8 Door Products) and FL15227 RO II Inst 15227.2.pdf - INST_15227-68M'(6'8-Door Products Direct to. Masonry) FL15227 RO II Inst 15227.2-68.0df for installation instructions. (Note - Glazing Shall comply FL15227 RO II Inst 15227-68M.pdf with ASTM E1300-'04 Se&INST'15227.2 for Glazing Verified By: Lyndon F. Schmidt, P.E. 43409 Details) Created by Independent Third Party: Yes Evaluation Reports FL15227 RO AE EVAL15227.2-68.Ddf FL15227 RO AE EVAL15227-68M.pdf FL15227 RO AE TT-Plastics.i.pdf Created by Independent Third Party: Yes 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: Yes FL15227 RO C CAC 15227.3 NAMI certs.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 15227.3-68 (6'8 Door Products), INST FL15227 RO II Inst 15227.3.rdf 15227.3-80 (8'0 Door Products) and INST 15227-68M F1_15227 RO II Inst 15227.3-68.pdf 6'8 Door Products Direct to Masonry) for installation FL15227 RO II Inst 152273-80.0f instructions. (Note - Glazing Shall comply with ASTM FL15227 RO II Inst 15227-68M.odf E1300-04 See INST 15227.3 for Glazing Details) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15227 RO AE Eval 15227.3-68.pdf FL15227 RO AE EVAL 15227.3-8O.2df FL15227 RO AE EVAL 15227-68M.0 FL15227 RO AE TT-Plastics.l.pdf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QRDznb... 12/21 /2012 Florida Building Code Online Page 3 of 4 15227.4 d. "Premium Series" and Benchmark by Therma-Tru" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15227.4-68 (6'8 Door Products), INST 15227.4-80 (8'0 Door Products) and INST 15227-68M 6'8 Door Products Direct to Masonry) for installation instructions. (Note - Glazing Shall comply with ASTM E1300-04 See INST 15227.4 for Glazing Details) I - 15227:5 e Smooth -Star and, Benchmark by Therma-Tru" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes 1: Impact Resistant: No De-sign'Pressure: N/A Other: See INST 15227.5-68 (6'8 Door Products), INST j 15227.5-80 (8'0 Door Products) and INST 15227-68M 6'8 Door Products Direct to Masonry) for installation instructions. (Note - Glazing Shall comply with ASTM E1300-04 See INST 15227.5 for Glazing Details) 6/8 and 8/0 Opaque and Glazed Steel Door with and without Sidelites. Inswing and Outswing Certification Agency Certificate FL15227 RO C CAC 15227.4 NAMI certs.pdf Quality Assurance Contract Expiration Date 12/31/2015 Installation Instructions FL15227 RO II Inst 15227.4.pdf FL15227 RO Ii Inst 15227.4-68.pdf FL15227 RO Ii Inst 15227.4-80.pdf FL15227 RO Ii Inst 15227-68M.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15227 RO AE EVAL i5227.4-68.cdf FL15227 RO AE EVAL 15227.4-80.pdf FL15227 RO AE EVAL 15227-68M.odf FL15227 RO AE TT-Plastics.l.pcif Created by Independent Third Party: Yes 5/8 and 8/0 Opaque and Glazed Fiberglass Door with and without Sidelites. Inswing and Outswing Certification Agency Certificate FL15227 RO C CAC 15227.5 NAMI certs.pdf Quality Assurance Contract Expiration Date 12/31/2015 Installation Instructions FL15227 RO II Inst15227.5.pdf FL15227 RO II Inst 15227.5-68.pdf FLI5227 RO II Inst 15227.5-80.pdf FL15227 RO II Inst 1.5227-68M.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15227 RO AE EVAL15227.5-68.pdf FL15227 RO AE EVAL 15227.5-80.odf FL15227 RO AE EVAL15227-68M.pdf FL15227 RO AE TT-Piastics.l.pdf Created by Independent Third Party: Yes 1522'7.6 f i" Premium Series", i 6/8 and 8/0 Opaque and Glazed Steel Door with C07nstruCtidri Series" and JjTransoms. With and without Sidelites. Inswing and Benchmark by Therma-Tru" with JjOutswing Limits=of Use'' ', Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No v D'esign`Pressure: N/A Other: See INST 15227.6-68 (6'8 Door Products) and 15227:6-80 (8'0 Door Products) for installation instructions. (Note - Glazing Shall comply with ASTM E1300-04 See INST 15227.6 for Glazing Details) Certification Agency Certificate FL15227 RO C CAC 15227.6 NAMI certs.pdf Quality Assurance Contract Expiration Date 12/31/2015 Installation Instructions FL15227 RO II Inst 15227.6.1)df FL15227 RO II Inst 15227.6-68.pdf FL15227 RO II Inst 15227,6-80.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15227 RO AE EVAL15227.6-68. FL15227 RO AE EVAL 15227.6-80,Ddf FL15227 RO AE TT-Piastics.l.pdf Created by Independent Third Party: Yes Back F Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1821 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records, If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact850.487.1395. Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for 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: 0 1 cr=r is http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QRDznb... 12/21 /2012 THE-RMA 4 105 SO' MAX: OVERALL FRAME.WIDTH' THERMA TRI:D L?OIDRS i.... I SIN 0—TR CAL DR., EDGER—N. 0A 43BA 7 II .,i Ii Construction Series" and "Benchmark by Therms-Tru" II Obi 17®Ji5 II II ,1 It 1 II IIll6'8" SINGLE AND DOUBLE OPAQUE PANELS w l i I'_''J LLA It _ W/ & WIOUT SN?ELITES M WING / OUTSWING IL. i I 1• 1 I STEEL DOOR jl General Notes 1. This product-anchoring,drd.wing has been de ,eloped lncompfiance with'the 20.lo,Fbrida D W/ srD Bulding'Code (FBC) including the "High Velocity Hunicah-616ne'. See the Cert cation MAX MAXDESIGN PRESSURE PREUREAgency Certificate for s¢e% specifications and ratings. 60.0 60.0 2. Product onchomshall be as listed and spaced as shown omcletals. Anchor embedment to base materatshall be beyond wall dressing, stucco; foom; brick and other wall. 74.50"MAX. Coverings. 37.sbr MAX. OVERALL WIDTH 3. Wood screws shall be installed following installation instructions of ANSI/ AF&PA NDS 20os: OVERALL wim L— t 3 All other fastener types to be in„talletl faf:ovring tastenerman ifaciurers installation 5A,,5 5- instructions. 4. Fastener embedment depths, edge distancesandcenter-center distances shall,be as specified by the fastener manufacturerbut in no instance shal they be less than shown in a 1 I— 4ythisdrawing.I I' n.: 5 5 O w 5. where shims are used, they must be a"rigid /stiff' material that complies wifh:fhe w 5 i' 'i e J 5 o.Hi 5 4 I I t- requirements of the 2010 FBC. A rr 6. Positive and ne alve design pressure: ( re uirements foruse with this diowing Shall be w 9 gdeterminedby ofners for spc cilic lobs in act.ordance with the governing code. i. Site conditions not covered by this drawing are3ub)ect fo further engineerfng analysis. i. 5 6, TA8tE0i ;COtNiS S14WI€ DFSCRI1" 7f0N T . Typical eleyatiohs, design pressures & gerieral notes. Bucku6fchopng Fran e anchoring 4 Frame anchoring & billof materials 5 Horizontal & vertical cro> sections _ h Veniccleros' ssections SINGLE, W/ SIDELITES OXO MAX DESIGN PRESSURE 60.0 - 60.0 OVERALL WIM" 1' 2' 3 4 d I II5J,. I I I I 1'I 5. SINC• LE X DOVE'L£ XX SINCLE W/S!DCUTF ox MAX DESIGN HRESSURE MAX DESIG14 PRESSURE MAX DES1GNfiRESStlke Dore. 2 -' 6- 0, - 67 0 +60.0 -60.0 +uxo 40.Q Sc4Z- iv.T. orsG. BY: 1aCK NARD{ yAREM€G 3 SERIES WK. flY: L+ f.}Y1KSEiFtGfdAiLRE SEPfES Ld7CH r.2awlRo- w.I p^NiKSErSIGNA7llR_ Sf.R7ES 80 DEA+SOGF: FL— f $Z? - IiPt'r t eF MASONRY OPENING 12X BUCK MASONRY OPENING 2X BUCK 4- 4- 4- II MULLION SHOWN FO R MULLION TYP. REFERENCE SHOWN FOR HEAD REFERENCE II JAMBS SEE NOTE 1 II II II II II II II ASTRAGAL II SHOWN FOR II II REFERENCE II If II II II n II OR ii 0 4" r d'77 4- 5t7' MASONRY, .,SHOWN FOR,-,-,_', MASONRY OPENING -,._,_ TYP J),,,,, REFEREN"QE,',,',-,,_ _,7 OPENING JAMBS SEE NOTE 1 2X BUCK II 2X BUCKS II _10 L5 C6 o II 06 SINGLE W/SIDELITE BUCK ANCHORING 4 4- 4- L: MULLION SHOWN FOR TYP. REFERENCE 3 E HEAD I I II Z' JAMBS SEE NOTE, 1 A I MULLION SHOWN FOR 06REFERENCE II II SINGLE W/SIDELrTFS BUCK ANCHORING C_ca 4 4- I 4- 1 NOTES: GO 1. 1/4"Elco Concrete screws anchoring Z(buck require a II y minimum I " clearance to masonry edges, a 1- 114" minimum 4 II embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a MASONRY V3z TYP. HEAD different supplier may have different edge distance and OPENING TYP. HEAD 2 Lr) JAMBS 11 ASTRAGAL center distance requirements. Concrete screw locations at the JAMBS 21SEENOTE1SHOWNFORcomers, at mullion locations, and at astragal locations may be SEE NOTE 1 cr II REFERENCE II adjusted to maintain the minimum edge distance to mortar MAXjoints. If concrete screw locations noted as ON CENTER" Or must be adjusted to maintain the minimum edge distance to 2X BUCK II mortar joints, additional concrete screws may be required to II W ensure the maximum on center dimension is not exceeded. LO0 II 6 zo 2. 2X buck min. S.G. Z 0.55. oQ II oZII DATE: 2121112 S=L. N.T.S. By: JK DOUBLE DOOR SINGLE DOOR aiK. BY: LFSBUCKANCHORINGQQQKANCHORING DMINING NO.: FL-15227.2-68 sHEEr _2 OF C'• 0" 3" PAIRS 30.= 6" : 1r TYP 3 I. I NP 1 3" --1 F r o Cli I MULLION SHOWN FOR U- REFERENCE f— W/2X BUCK INSTALLATION`. W a W/iX BUCK INSTALLATION TYP. HEAD & JAMBS SEE NOTE I SEE NOTE 1 SEE 16 DETAIL "4" o I SEE W a ii i 16 M DETAIL 5 1SEE 2NOTE1 T= 1 a i 6 1 MULLION W 't SHOWN FOR REFERENCE j A W/2X BUCK INSTALLATION n 9 / 1X BUCK INSTALLATION HEAD & JAMBS SEE SEENOTE tn- •_ 11 1\ SEE NOTE , 16 16 vs n 12 tin 5 B A" 6' 1.. q W/2X BUCK INSTALLATION W/ IX"BUCK — 9 INSTALLATION HEAD &,; wTYP: JAMBS - o SEE NOTE 1 — SEE NOTE 1 LEE.-._. SE rDETAILS."1 DETAIL 2" VIEW " C"-"C" SINGLE DOOR W/SiDELfTES VIEW 'E"- E" ^ VIEW "D"-^D" SINGLE DOOR W/SiD LITF VIEW "B"-"B" SN07W! W/ OPTIOWIL CORRUG9ED FASTENERS. ROW /30 OW ALL SIDOJIE TO DOOR 4W9 CONNECTIONS) - NOTES: 1. 1/4" 1TW concrete screws anchoring frame and/or sill require a minimum 2-1 /7' clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers, and at mullion locations, may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortorjoints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 3/16" ITW concrete screws anchoring frame and/or sill require a minimum 2-5/8" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 2-1/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. 3. The sidelite is direct set into the jamb with (12) #8 x 2' pfh. wood screws. There are (4) at each vertical jamb, from the top down at 13.5', 31", 48.5" & 66". There are (2) at the header at 4" from the outside comers of the frame. There are (2) at the sill, 4" from the outside comers. 4• For optional sidelite construction with staples, sidelite is direct set into the jamb with (4) %" X 13/ 4" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter). ag' s" A" SINGLE DOOR W/ 2X BUCK INSTALLATION 2 W/ 1X BUCK 11 INSTALLATION SEE NOTE 2 DETAIL " 2" W/ 2X BUCK 2 0 INSTALLATION B 0 W/ 1X BUCK Z INSTALLATION 12 1 C 1 C DAME: 2 21 12 SEE NOTE 1 SCALE-- N.T.S. DWG. BY: JK 1 1 CHK. 9Y: LFS DRAvnNc ND.: DETAIL " I " DETAIL " 4" FL-15227.2-68 SHEEP _: L OF 1, 4D B0 DETAIL " 6" E" C 3" 3^ J 6 6 .... 1 II tI I II I.: I LI SEE NOTE 3A II SHEET 3 Q SEE DETAIL "3" ASTRAGAL-4 MULLION SHOWN FOR L SHOWN.FOR- REFERENCE :II .REFERENCE. ONLY', 16 SEE -NOTE 1. II SHEET-3 16 II 16 12 5 II 5 . II II C. "E" VIEW "C"-"C" DOUBLE DOOR W SIDELITES n IN oN -. I .- PAIRS 30 '" o A" w o gTYP.' o N 3" 3 of TINSTAIDMN W/2X BUCKSEE DETAIL INSTALLATION - - II W/2X BUCKW/1X BUCK ;av _ 3. INSTALLATION' c W a _ 2 I W/1X BUCK 9 o.V`:, TYP. HEAD N = ASTRAGAL I INSTALLATION v Z _ JAMBS `N SHOWN FOR ' H - JAMBS o SEE NOTE 1 - REFERENCE SHEET 3 = - ONLY n SEE NOTE 1 - II SHEET 3 i 1. SEE_:.- SEE NOTE 1 A SEE NOTE 1 - DETAIL 4' w SEEo - o SHEEP 3 n SHEEP 3 DETAIL e 12 SHEET 3.- 1..._-_......._ ... _._ O_i _....__...__ .. .....: _ .5 _ ................. 5 A" VIEW "E"-"E" DOUBLE DOOR VIEW A" -A" SNOWN W/ OPWRAI. CORRUGATED FAWMERS, REM 130 (1W ALL SIDWTE TO DOOR &WR CONNECTIONS) W/2X BUCK 2 INSTALLATION Item DESCRIPTION Material A 10 x 2-1 2 PFH WOOD SCREW STEEL B 10 X 1-3 4 PFH WOOD SCREW STEEL C 10 X 1 PFH WOOD SCREW STEEL 1 10 x 3 4 LG. PFH WOOD SCREW Hine to Frame STEEL 2 10 x 2" LG. PFH WOOD SCREW STEEL 3 8 x 2-112" LG. PFH WOOD SCREW STEEL 4 1 4" x 2-3 4" PFH ELCO CONCRETE SCREW STEEL 5 1 4" x 1-3 4 ITW PFH CONCRETE SCREW STEEL 9 1 ' x 3-3 4"ITW PFH CONCRETE SCREW STEEL 11 3 16" x 3-1 4 ITW PFH CONCRETE SCREW STEEL 12 1 4" x 3-1 4"ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4" X 2-1 4 PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB 4.656" X 1.25" THERMA-TRU SUGAR PINE SG >= 0.34 WOOD 21 3 4 THK. PRESSURE TREATED SIDELITE PAD WOOD 30 1 2" X I" X 25 GA. CORRUGATED FASTENER STEEL W/ 1X BUCK INSTALLATION 12 IR C SEE NOTE i W/2X BUCK SHEET 3 INSTALLATION t 3 W/ 1X BUCK o DETAIL " I" B 1 C 1 DETAIL " 4" INSTALLATION. 1 SEE NOTE 2 SHEET 3 DETAIL " 3" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. 2121112 i N. T.S. i BY: JK m BY: LFS ; i ND.: tt N 15227. 2-68 0 4 of 6 n 2-1/2"MIN. FROM 2-1/2"MII I N. FROM 13 f- MASONRY EDGE MASONRY EDGE rp TYP.( (TYP.I ! 4 I" MIN. FROM MASONRY EDGE 1" MIN. FROM MASONRY EDGE «- t J i TYP.) v 13 e' 4 ix BUCK ... z z W.i ... ..: g Azo h — Z 2X BUCKS INTERIOR EXTERIOR 1 s o A INTERIOR EXTERIOR INTERIOR EXTERIOR 1 HEAD JAMB _ .. _._ ._..._ ..--2-_ HEAD JAMB...-. _.._.._ _.....-_....... _..- - - . -- .. .._ ..- —.._ .._ .. _.._ _... 3.. HEAD JAM6 .... .. ... . To Ix sub -buck $ To wood frame Inswing shown Inw•Rng shown $ Inswing u shown BUCK INTERIOR INTERIOR a 1v z v y^ o voFlm`e= c+a •: a c i•z-6 " 90; SS 4 m ms e pYU D_ ,. _ u7 EXTERIOR EXTERIORzz MIN. 0 0 .25'MAX. C-SINK O„ SHIM SPACE 0.25"MAX. SHIM SPACE 1.1E BIN. 1.15'MIN, a 1 25" MIN. FMB. o B. TYP. 0z are: 2121112 4 VERnCAL SIDE JAMB 5 VERTICAL SIDE JAMB srr N.T.S. To I(sub-buck $ To wood frame Inswing shown Inswing shown DWG. BY: CHN• BY:: LFS DRANNG NO.; FL-15227.2-68 SHEEP S OF 6 INTERIOR EXTERIOR r. 2-1 /7' MIN- FROM 2-1 /2" MIN. FROM MASONRY EDGE MASONRY EDGE• TYP.) (TYP.) 1 VERTICAL CROSS SECTION b Inswing configuration INTERIOR EXTERIOR 2-1/2" MIN. FROM 2-1/2" MIN. FROM MASONRY EDGE MASONRY EDGE + - TYP.) (TYP.) 4 VERTICAL CROSS SECTION b Inswing configuration w 13 2-1 /7' MIN. FROM 2-1 /7' MIN. FROM 2-1 /7' MIN. FROM 2-1 /2" MIN. FROM MASONRY EDGE --MASONRY EDGE MASONRY EDGE MASONRY EDGE.—- TYP.) (TYP-) ( TYP.) (TYP.) r-21 VERTICAL CROSS SEC710N ri'\ VERTICAL CROSS SECTION b OuhMng configuration b j 2-1/7' MIN. FROM I 2-1/2" MIN. FROM MASONRY EDGE — }— MASONRY EDGE— TYP.) (TYP.I rb1 VERTICAL CROSS SECTION b Outswing configuration EXTERIOR I/, r INTERIOR za i m w 5 13 2-1/2"MIN. FROM 2-1 /TMIN. FROM MASONRY EDGE MASONRY EDGE TYP-) (TYP.) 6QVERTICAL CROSS SECTION Outswing configuration moll H o i O z w E 2 21 12 ° ScaF: N-T-S. ° DWG. BY. JK s CHVL BY: LFS 3 DRAWING No.: ° n FL-15227.2-68 SHEET 6 Ge 6 7 M-Vt,JQJ kyr:Ar MVP V U k-, I IV, 14LA I 1UIN Comlian''Y": Th erml -a'-Till: "Cor oration Certification No.:, AM0053- 1'11.R-.4 VS Mutzfeld Road - Certification -Date:, fft/15 1 / 2. 00 3 Butler, M 46721 Exjriratian Date: Revision date. _Produ- ets Trad, tions/Can-struction Series Wood Edge 0, ve Steel D46' J-4swi -00 tkWing w/ or w/ o Sidtlitei", Serits' NV6,od Edge-G.paqueSteel Door Ims-vving1Q utswin2 W/ or w/ o. Siderites Specifications Ti,ested. .--To:-::ASTNt:E33,01,,E.331/PA201;/2.021203- The " Notice of Product Certification" is only valid .iftheMMI Owifitation U6W-h*s,bde ap"Ahed-t -tat dek-eibed.--with _11 is4bVintent., The cer-tification n, .p m: 6 odift in t label represents productconformity to the applicable sped fli M-Lionand that stf &ttflfieltion criteria has, been satisfied. Thisprod-acthasbaemapproved for listing within NAM's Certirlied Product Listhmat wvt,,%Y..N.imj'cre-r't*rif-.i.cri.t,'ionenni4-1-NAM.,[:.13 Cert4,riii-s.tiiin'Pihaftrhl;igar,,&rpd4fm-.d.hv-*Irhe, IRSWiflg G, litid Design Test Report Number Configuration or olr,,,-, Ar hum Pressmve pact outswing Qpag-ueSize' Comments x US Opaque 3'O"x 678-- F67/-67 Yes ETC-01-741-10622,0(05/01/01)/I-21 10 Single x O/S Opaque 3' 0" x6*8-,_. 4267/67 Yes ETC=0 1 -741 - 1;0622.0(0510 1 /0 1 ).,'L-21 10 Single xx US Opaque 610-x 68'* 40/40 Yes E'rC-01-741-10622.0(05101/01),'L-21 10 Double Standard Aluminum Astragal xx O/ S Opaque 6'0'* x 61** 40/40 Yes ETC-O 1 -741- 1 0622.0(05/01/01)IL-21 10 Double Standard Aluminum Astragal xx US Opaque 6W* x 6* 8" 60/.60 Yes ETC-01-741-10,612.0(05/0:1./01)/I--21 10 Double Coastal Aluminum Astragal xx O/ S Opaque 6?0" x 6!9*' 601-60 Yes f-:'I'C-01-741-10622.0(0051!01/01)/L-21 10 Double Coastal Aluminum Astragal OXO/0X/ X0 US Opaque Door 5*4" x 6'8*' 60/-60 Door -Yes FTC-0 1 -741 - 11004.0(07/09/01)11--214 7 Single %v/Sidelites Glazed Sidelites Sidelites- No 0XO/OX/XO O/S Opaque Door 5*4" x 6*8" 60/=60 Door -Yes ETC-0i-74:1-11004.0(07/0()`/()1)/I,.-2141 Single w/Sidelites Glazed Sidelites Sidelites- No OXX0 US Opaque Doors 84" x 6W' 40/4:0 Doors -Yes EI'C-0.,I-14:1-11004;0(07/09/01)/L-2147 Double %v/Sidelites Glazed Sidelites Sidelites- No Standard Aluminum Astragal 0 x 'x 0 O/S Opaque Doors 8.'4" x 6*8" k4_0/40 Doors -Yes Double w/Sidelitei Glazed Sic ites Sidelites-No Standard Atuminum Astragal 0x1xO Opaque;Doors 8'4" x 6*8" 60f-60 Doors Yes 741 11004.0 (()7/N/01VL-2l47 Double %v/Sidelites Glazed Sidelites; Sidelites- No Coastal Aluminum Astragal OXXO O/S Opaque Doors 8' 41' x WS" 601-60 Doors -Yes 5_T0_1-74 I- 11004.90M09/01)4,2147 Double %v/Sidelites Glazed Si&litesSidelites-No Coastal AI Fite Astragal Hi-h-_ .,- . _ 9,. - i - A 2N12 George --asib C National Accreditation & M-intag,emellit Iftsfif1-n-c./4-794 Geo. W. 101GH Vlemoeri 1: Tel, :(,8.04), -5114/F*x; ( 8014:)684.,-51,22 NAMI AUTH.aRIE1i SIGNATURE:. R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Tndustry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma Tru Corporation Construction Series" and "Benchmark by Therma-Tru" Exterior 1.18 lndu'steial Dr 6'8 Single & Double Opaque Panels w/ & w/o Sidelites Doors Exterior Door Assemblies`Edgerton, OH 43517 Inswing! Outswing 7-.-Phone 419.298.1740 Steel Door Scope:` ,Product,Evaluation -report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation, based on Rule'Chapter No. 9N-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 ordistributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1'.cThisproduct anchoring :h:as.been developed in compliance with the 2010 Florida Building Code (FBC) structural requirements including 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 or stucco. 3: Wood screws shall be'installed following installationsinstructions of -ANSI AF&PA NDS 2005. All other fastener types to be installed following fastener manufacture' s installation instructions. 4. < Fastener embedment depths; edge distance and 'center -center tlistarices shall be specified by the fastener manufacture, but in no instance shall they be less than shown in drawing FL-15227.2-68. Where shims are used;'they must be a "rigid / stiff' material that complies with the requirements of the FBC. 61 " Positive and negative' design pressure requirements for use' with drawing"•FL-15227.2-68 shall be determined by others for specific jobs in accordance with the governing code. 7;' Site conditions that deviate from the details'of drawing FLA5227.2-68 require further engineering analysis by a licensed engineer or registered architec Supporting Documents: 1. Test Report No . 'Jest Standard ETC- 01-741-10622.0 c r,*",;,TAS 201, 202, 703=94 ETC- 01-741-11.004.0 i,l,;, =TAS 201, 202, 203=94 TEL 01460146 ` ` ' ` = TAS' 201, 202, 203-04 2. Drawing No. Prepared by No. FL-15227.2-68 RW Building Consultants, Inc. (CA #9813) 3. Calculations Product Anchoring Buck Anchoring Prepared by RW Building Consultants, `Inc.`(CA #9813) RW Building Consultants, `lh&.'(CA #9813) PF 1430. Sheet 1 of 1 Testing Laboratory ETC Laboratories ETC Laboratories Testing Evaluation Lab. Signed by Joseph L. Dolden, P.E. - Joseph L. Dolden, P.E. Lyndon F. Schmidt, P.E. Sianed & Sealed b Lyndon F. Schmidt, P.E. Sianed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 2/ 21 /2012 Florida Building Code Online Page 1 of 2 PERMIT 7 s t(4 BCIS Home ?_ Log In User Registration i Hot Topics ! Submit Surcharge Stats & Facts '! Publications FBC Staff _ BCIS Site Map j Links f Search r I (''; R Product ApprovalProfessionsPublicUserx r:USER: Product Aorroval Menu > Produrt or Aoolication Searrh > Application List > Application Detail s a" FL # FL12437-R4 _ Application Type Revision.- - - Code Version 2010 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 Date Pending FBC Approval Date Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com rr Exterior Doors----- 4, J Sliding Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE M<,a Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S. 2/A440 AAMA/WDMA/CSA 101/I.S. 2/A440 Method 1 Option A 02/27/2013 02/27/2013 02/28/2013 Year 2005 2008 Summary of Products — —--- FL # IModel, Number or Name IDescription http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsj 1XgYDJMD2... 6/27/2013 Florida Building Code Online Page 2 of 2 1'12437.1 '910/3910 Sliding Glass Door 72x80 Fin Frame Insulated Glass ' Limits of Use Certification Agency CertificateApprovedforuseInHVHZ: No FL12437 R.4 C CAC APC 98644U1-109-47-RO 910 PO odf Approved for use outside HVHZ: Yes - Quality Assurance Contract Expiration Date Impact Resistant: No 02/25/2014 Design Pressure: +40/-50 Installation Instructions Other: SD-R40. Units must be glazed in accordance with ASTM E1300- FL12437 R4 II Install instruct - 910 PD (As Te=`P" 98644 011 odf 04 with safety glass. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports 12437, 2. Created by Independent Third Party: 910/ 3910 Sliding Glass Door 72x80 Finless Frame Insulated Glass Limits. of,Use Certification Agency Certificate ApprovedforuseinHVHZ: No FL12437 R4 C CAC APC A0970.01-109-47 -RD 910 SGD FLS 72X80 ApprovedforuseoutsideHVHZ: Yes P,40 DP-SOosf.odf Impact Res_ -istant:No Quality Assurance Contract Expiration Date DesignPressure: +40/-50 08/12/2014 Other: SD-R40 Installation Instructions FL12437 R4 II 08-011S7A odf Verified By: L. Roberto Lomas, PE PE-62514 Created by Independent Third Party: Yes I Evaluation Reports - I FL12437 R4 AE 511726A odf - Created by Independent Third Party: Yes 12437. 3 - ,.._ 910/3910 Sliding Glass Door 72x96 Finless Frame Insulating Glass i Limits of Use - Certification Agency Certificate ApprovedforuseinHVHZ: No FL12437 R4 C CAC APC C2011.02-10 7-47-RO 910 SGD FLS 3-4IG Approved for use outside HVHZ: Yes 1-8T 72X96 R30 0>(f082a161 odf Impact Resistant:, No Quality Assurance Contract Expiration Date - DesignPressure: +30/-30 08/29/2016 j Other: R-PG30 Installation Instructions FL12437 P. ]I OS-01901 odf Verified By: Luis R. Lomas, PE PE-62514 - Created by Independent Third Party: Yes Evaluation Reports FL12437 R4 AE 51.2593.odf Created by Independent Third Party: Yes 12437A _ 910/3910-Sliding Glass Door 72x96 Fin Frame Insulating Glass Limits of.Use - UseCertification Agency Certificate j ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL12437 R4 C CAC APC C2014 02-109-47-RO 910 SGD FIN 3-41 i 1- 8T 72X96 R30 OX(082916 .odf I Quality Assurance Contract Expiration Date ImpactNoDesign Pressure: +30/-30 08/29/2016 Other: R-PG30 Installation Instructions i FL12437 R.4 lI 08-01901 od` Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL12. 37 R4 AE 5125 3 mif Created by Independent Third Party: Yes Contact U5 :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The. State of Florida Is an AA/EEO employer. Copyright 2007-2010 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are publicrecords;.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 L, 2 licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used -for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department wltti 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: vt" GttT`lt1'd4Y'E"I FiiL`5" http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsj 1 XgYDJMD2... 6/27/2013 REVISIONS 36 1 2' MAX. TH RE DESCRIPTION DATE APPROVED 41 PANEL WIDTH D.L.O. MAX ;FOR REQUIRED A REVISED PER NEW TESTING _ 05/24/2011 R.L. 71 1 2 MAX. FRAME WID _ WIDTH NUMBER OF ANCHORS 4" MAX. TYP. SEE CHARTS BELOW NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND, MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2 WOOD F RAMING,, -STEEL FRAMING 4" MAX. 'I " ' ) RED TO PROPERLYTRANSFER AND; MASONRY OPENING TO BE DESIGNED AND ANCHORED TRANSFER ALL LOADS TO STRUCTURE FRAMING AND TYP.1 7MASONRY' OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF 77 1/4" MAX. PANEL HEIGHT 39" 1" TO WEEP SLOT RECORD. 3 IX_;.BUCK-.OVER„. K IS NOT USED WITH DISSIMILAR, MATERIALS, MUST.. BE,SEPARATED-WITH APPROVED COATING OR MEMBRANE. j SELECTION OF 'COATING- OR ' RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 72 3/8 WAS NOT USED NC THE DESIGN OF THE 4) ALLOWABPROD MAX. CTL SHOWN -HEREIN. WIN D LO D3 DURATION ACTOR d=1.6'WAS USED FOR D: LoO_ WOOD ANCHOR CALCULATIO NS. _ - - HEIGHT 5 .FRAME. MATERIAL: EXTRUDE D.; RIGID ,PVC 075' :THICK 6) UNITS._,MUST...BE_.GLAZED.._.P.ER. ASTM E.1 Y 7FRAME IMPACT SYSTEM IS REQUIREDLFOR _. _.... FORTHIS PRODUCTIN WIND MAX BORNE DEBRIS REGIONS E 8) SHIMASREQUIEDATEACHCHANIORWLOAD BEARINGSHIM. SHIM at ,... 1— HEIGHT WHERE°'SPACE OF °T 16 OR GREATER OCCURS. MAXIMUM" ALLOWABLE SHIM STACK TO BE 1/4". Number of anchor locations required Sinale Panel and Total Unit Width (in) Fleight in) 78: 0 799.5 9) FOR ANCHORING INTO MASONRY USE 3/16ITW TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. j 10) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW 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 16GA. (.060" MIN.) STEEL FRAMING USE #10 SELF TAPPING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3—THREADS MINIMUM BEYOND SUBSTRATE MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SERIES 910 PVC SLIDING GLASS DOOR I III 1 " TOWEEP 12) ALL FASTENERS TO BE CORROSION RESISTANT. EXTERIOR VIEW III"` SLOT 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). SA,_DESIGN PRESSURE RATING IMPACTRATING D. STEEL FRAMING — 16GA. .060" MINIMUM. 6 14) APPROVED CONFIGURATIONS: XO, OX d Jamb Head Jambe 401-50PSF NONE SIGNED. 05/24/ 20ff 5 5 5 180;,: 2R0 36: 0 Head Jamb Head Jamb He TABLE OF CONTENTS SHEET. NO. DESCRIPTION 1 ELEVATION-, ANCHORING LAYOUT AND NOTES 2 — 4 INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030- 0370 SERIES 910 PVC SLIDING GLASS DOOR NON —IMPACT ELEVATION, ANCHORING LAYOUT AND NOTES DRAWN: DWG NO. REV TJH 08-01157 A SCALE NTS IDATE 10/22/10 1 SHEET1 OF 4 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED EXTERIOR FINISH BY OTHERS -- EXTERIOR SHEATHING APPROVED SEALANT BY OTHERS SILL TO BE SET BED OF APPRO\ CONSTRUCTION SEAL/ 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED EXTERIOR REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER- ANEW' TESTING '- OS/24/2011 R.L. 21 INTERIOR FINISH 13/-16" MIN: BY OTHERS .: EDGE DIST. 1 3/8" MIN. _ I .. EMBEDMENT a J1/ 4.. MAX. 1 3/8" MIN. 1/4". MAX c SHIM EMBEDMENT SHIM _ 1' INTERIOR FINISH BY OTHERS _ ...... 10 WOOD SCREW #10 WOOD SCREW INTERIOR 13/ 16 MIN. _._._ .._ ._._........ _-..-.._... ....._ ...._.. __.__ _,. EDGE DIST o C i.. 2X BUCK/WOODFRAMING BY OTHERS, 2X BUCK TO o o BE PROPERLY SECURED INTERIOR EXTRIOR SHEATHING EXTERIOR FINISH o EXTERIOR BY OTHERS - VERTICAL CROSS SECTION 2X BUCKANOOD FRAMING INSTALLATION u ` APPROVED SEALANT BY OTHERS HORIZONTAL CROSS SECTION 2X BUCKANOOD FRAMING INSTALLATION ACTIVE JAMB SHOWN, FIXED JAMB SIMALAR MI W I NDOWWEST MARANDTREET DOORSGRANTZ, PA 17030-0370 jjjj S V, Lo GEN 5*91,% 0 51 SERIES910PVCSLIDINGGLASSDOORNON -IMPACT INSTALLATION DETAILS ro 77 , 9TAT OF O/f\`. A'.ORIQP Sj0NAL1E?\\v DRAWN: DWG NO. 08 REV A scAH NTSDATE10/22/10 SOEr270F 4 REVISIONS 2 5/8 MIN: .REV DESCFIPTION DATE TAPPROVED EDGE DIST. . REVISED., PER NEW TESTING 05/24/2011 R.L. MASONRY/CONCRETE T A BY OTHERS _ 1 1/4" MIN. 1 y' OPTIONAL 1X BUCK BY EMBEDMENT OTHERS, 1X BUCK TO - BE PROPERLY SECURED. SEE NOTE 3 SHEET 1 MAX APPROVED SEALANT SHIMSH BY OTHERS 1 4 MAX. _ --- 1 1 /4" MIN. SHIM I EMBEDMENT, 3/16" ITW TAPCON INTERIOR SILL TO BE SET BED OF APPRO\ CONSTRUCTION SEAL/ MASONRY/CONCRETE BY OTHERS EXTERIOR aC EDGE 7DIST. 3/16" ITW TAPCON INTERIOR a MASONRY/CONCRETE BY OTHERS EXTERIOR o OPTIONAL 1X BUCK BY APPROVED SEANANT OTHERS, 1X BUCK TO BE PROPERLY SECURED. SEE NOTE 3 SHEET 1 HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION FIXED JAMB SHOWN, ACTIVE JAMB SIMALAR VERTICAL CROSS SECTION MASONRY/CONCRETE INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 j111111I/7, S P, L phi GElq 10 5TSERIES •910 PVC SLIDING GLASS DOOR NON —IMPACT INSTALLATION DETAILS TAT OP 4pR>,DJHSSIONAL\ G DRAWN: DWG 110. - 0801157 J'A NTS DATE10/22/10 3 OF 4 REV REVISIONS DESCRIPTION DATE APPROVED A REVISED -PER NEW' TESTING- 05/24/2011 R.L. INTERIOR FINISH 16GA., .060" MIN., BY OTHERS STEEL FRAMING BY OTHERS 3-THREADS BEYOND EXTERIOR FINISH SUBSRATE MIN. EMBEDMENT BY OTHERS 3-THREADS BEYOND APPROVED SEALANT 1/4 MAX. SHIM SUBSRATE MIN. BY OTHERS a EMBEDMENT 1/4" MAX SHIM 10 SELF TAPPING 10 TAPPINGSELFN _ G SCREW SCREW INTERIOR FINISH INTERIOR BY OTHERS ___.._... 16GA O MIN EE TFRAMINGSTL BY OTHERS o Oo EXTERIOR INTERIOR n EXTEBOROTFINISH HERS SILL TO BE SET BED OF APPROV CONSTRUCTION SEALA 16GA., .060" MIN., STEEL FRAMING BY OTHERS VERTICAL CROSS SECTION 166A. MIN. STEEL FRAMING INSTALLATION APPROVED SEALANT BY OTHERS HORIZONTAL CROSS SECTION 16GA. MIN. STEEL FRAMING INSTALLATION ACTIVE JAMB SHOWN, FIXED JAMB SIMALAR MI WINDOWS AND DOORS RA TZ, PA ARKET1170305 370 X\ 1111 11rI,,, wJ+'XC E M qJi' SERIES 910 PVC SLIDING GLASS DOOR 10 51 *= NON -IMPACT y/!.qq% INSTALLATION DETAILS J STAT \i,, DRAWN: TJ DWG NO. 08 REV A/js/NAL1EoarEs01157NTS10/22/10 4 OF 4 American Builders Supply 1801 7th St. S.W. Winter Haven, FL 33880 ARSUIDFRS '11;1'1'Ll' Phone: (863) 294-0611 Fax: (863) 293-1561 f3[ALDE ncfmm r nfnrm tinn- Engineering Cover Sheet Inh Infnrmatinn- Quote # B1302835 Order# 726136 Printed: 08/16/13 Model: Tuskegee House CBI Job Name: Tuskegee House Address: LoVBlk/Sub: - l nDigitally signed 2175 Marquette Ave Phone: Address: w by William Ranieri Fax: 218 Tuskegee Dry;" Date: 2013.08.16 City, State, Zip: 14:40:55-04'00' Sanford, FL Sanford, FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010ITP12007 Design Program: 7.35 Sep 27 2012 Roof Load: Shingle Wind Code: MWFRS(Envelope) C-C hybrid Wind ASCE 7-10 Wind Speed: 139 mph Engineer or Professional of Record: Ronald H. Wilson, P.E. - , , - #9710 This package includes 30 individual, dated Truss Design Drawings. No. Date Truss ID# Seal# 001 08/16/2013 A01 A0064995 002 08/16/2013 A02 A0064996 003 08/16/2013 A03 A0064997 004 08/16/2013 A04 A0064998 005 08/16/2013 A05 A0064999 006 08/16/2013 A06 A0065000 007 08/16/2013 A08 A0065001 008 08/16/2013 A10 A0065002 009 08/16/2013 All A0065003 010 08/16/2013 Al2 A0065004 011 08/16/2013 A13 A0065005 012 08/16/2013 A14 A0065006 013 08/16/2013 A15 A0065007 014 08/16/2013 B01 A0065008 015 08/16/2013 B02 A0065009 016 08/16/2013 B03 A0065010 017 08/16/2013 C01 A0065011 018 08/16/2013 CO2 A0065012 019 08/16/2013 CJ 1 A0065013 020 08/16/2013 CJ3 A0065014 021 08/16/2013 CJ3S A0065015 022 08/16/2013 CJ5 A0065016 023 08/16/2013 CJSS A0065017 024 08/16/2013 D01 A0065018 025 08/16/2013 D02 A0065019 026 08/16/2013 EJ5 A0065020 027 08/16/2013 EJ7 A0065021 028 08/16/2013 HJ5 A0065022 No. Date Truss ID# Seal# 029 08/16/2013 HJ7 A0065023 030 08/16/2013 MG1 A0065024 William M. Ranieri, P.E. (Truss Design Engineer - Florida PE I rice eMonta Consulting & Design of WMR & Associates, Inc.(CA# 9177) 222 S. Westmonte Drive, Suite #100; Altamonte Springs, FL 32714;(407) 681-1917 The truss drawing(s) referenced above have been prepared under my direct supervision based on the parameters provided by : American Builders With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms toA1106-3410e, 5 of th ImofProfessionalEngineersRules. L IJpp {{ LICENSi No. 427Q4 ? - S r STATE OF ; UNLESS NOTED ABOVE, THERE IS NO STRUCTURAL ENGINEER OF RECORD AT THE TIME THESE NOTE: The seal on these drawings indicate acceptance of professional engineering responsibilty solely for the truss components sho use of the component for any particular building is the responsibility of the building designer, per ANSIrrPI-2002 Sec.2. Page 1 of 1 William M. Ranieri, 42704 Job Truss Russ ype ty y Tuskegee House Dwg No 001 726136 A01 Half Hip Truss 1 1 Job Reference (optional) r.......................... D: kAwzN?UemvlvJpjllfZ4BynJxw-7FEcBy_9UCi_rmOOb3kXKdJvdieGQ6MfEx7KZMynIwS 1-6-0 , 7-0-0 , 12-6-6 17-11-0 23-3-10 28-10-0 r1-6-0 7-0-0 5 6 6 5-4-10 5 4-10 5-6-6 4x10 = 5x8 = Scale = 1:49.7 2x4 II 44 = 3x10 = 25 26 '_ 27 11 28 ' 29 30 31 32 3x8 = 2x4 11 4x4 = 5x10 MT20H WB= 4x10 — 4x8 = 4x6 11 7-0-0 12 6 6 17-11-0 23-3-10 28-10 0 7-0-0 5 6-6 5-4-10 5 4-10 5-0 6 Plate Offsets (X Y): [2.04-2 0-1-8] [3:0-7-0 0-2-4] [4:0-4-0 0-3-0] [B:Edge 0-3-8] 9:0-3-8 0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.33 10-12 999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) 0.67 10-12 513 240 MT20H 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.78 Horz(TL) 0.15 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 Matrix-M) Weight: 143 lb FT = 20%. LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 'Except' W2: 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals BOT CHORD Rigid ceiling directly applied or 5-6-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS lb/size) 8 = 1685/Mechanical 2 = 1685/0-M (min.0-2-5) Max Horz 2 = 154(LC 7) Max Uplift 8 = 698(LC 5) 2 = 670(LC 8) Max Grav 8 = 1947(LC 2) 2 = 1950(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4064/1350,3-17=-4869/1720,17-18=4869/1720, 4-18=-4869/1720, 4-19=4599/1651, 19-20=4599/1651, 5-20=4599/1651, 5-21=4599/1651, 21-22=4599/1651, 6-22=4599/1651, 6-23=-3050/1121, 23-24=-3050/1121, 7-24=-3050/1121, 7-8=-1855/737 BOT CHORD 2-13=-1278/3678, 13-25=-1276/3701, 25-26=-1276/3701, 12-26=-1276/3701, 12-27=-1774/4910, 11-27=-1774/4910, 11-28=-1774/4910,10-28=-1774/4910,10-29=-1121/3050, 29-30=-112113050,9-30=-1121/3050 WEBS 3-13=0/589, 3-12=-530/1408, 4-12=433/371, 4-10=-360/186, 5-10=467/344, 6-10=-619/1768, 6-9=-1423/728, 7-9=-1227/3420 NOTES (13) ; ? 1) Unbalanced roof live loads have been considered-fdr this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide metal plate or equivalent at bearing(s) 8 to support reaction shown. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 698 lb uplift at joint 8 and 670 lb uplift at joint 2. 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 110 lb up at 7-M, 86 lb down and 110 lb up at 9-0-12, 86 lb down and 110 lb up at 11-0-12, 86 lb down and 110 lb up at 13-0-12, 86 Ib down and 110 Ib up at 15-0-12, 86 Ib down and 110 Ib up at 17-0-12, 86 Ib down and 110 Ib up at 19-0-12, 86 Ib down and 110 Ib up at 21-0-12, 86 lb down and 110 Ib up at 23-0-12, and 86 Ib down and 110 Ib up at 25-0-12, and 86 lb down and 110 Ib up at 27-0-12 on top chord, and 342 Ib down and 84 lb up at 7-0-0, 65 Ib down at 9-0-12, 65 Ib down at 11-0-12, 65 lb down at 13-0-12, 65 lb down at 15-0-12, 65 lb down at 17-0-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12, 65 Ib down at 23-0-12, and 65 lb down at 25-0-12, and 65 lb down at 27-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Segn:A0064995,Date:08/16/2013 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.2 Uniform Loads (plf) M. Vert: 1-3=-44, 3-7=-44, 8-14=-20 •,.,.., Concentrated Loads (lb) •' 'do. Vert: 3=-71(F) 11=-38(F) 13=-302(F) 4=-71 E"I9E. 9E(Fr 18=-71(F) 19=-71(F) 20=-71(F) 21=-71(F) - 3=-71(F) 24=-71(F) 28k) 26=-38(F) 27=-38(F) 28=-38(F) 29=-38(F) #=-38( r 31 &F 21bF4 LoI William M. Ranieri, PE'MM`# 42704 0 toss fuss Type ty y Tuskegee House Dwg No 002 726136 A02 Hip Truss 1 1 Job Reference (optional) mencan mwoers auppiy, vvincer maven, rL. 0000u, r rnencan ounuers ouppty mun...00u s oap a —,1 rn ,. 1.— a xP 1. 1 . -.. o1 ,1 ---, „1. rn .,tee , ......-1 w may. , 1— UemvlvJ pj I IfZ4 BynJxw-7 FEcBy_9 U Ci_rmOQb3 kXKdJ uxidJQC mfEx7KZMyn Iw5 16-0 9-0-0 15-3-5 21-6-11 27-10-0 28-10-p r1-6-0 9-0-0 6-3-5 6-3-5 6-3-5 1-0-0 4A = 3x4 - 3x4 = 3x4 = Scale = 1:49.7 3x4 4x4 = c6 r; 3x6 3x4 = 4x4 = 3x4 = 6x8 = 2x4 II 18-5-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.15 11-13 999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) 0.44 11-13 788 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 Matrix-M) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-5 oc bracing. WEBS 1 Row at midpt 6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS lb/size) 2 = 1001/0-8-0 (min. 0-1-8) 9 = 901/Mechanical Max Horz 2 = 175(LC 11) Max Uplift 2 = 354(LC 12) 9 = 315(LC 9) Max Grav 2 = 1163(LC 2) 9 = 1041(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2011/845,3-4=-1752/645,4-17=-1848/641, 5-17=-1848/641, 5-6=-1 848/641, 6-7=-354/154, 7-8=-368/148, 8-9=-1 146/293 BOT CHORD 2-13=-1204/2377, 12-13=-772/2021, 11-12=-772/2021, 10-11=-597/1546 WEBS 3-13=0/431, 4-13=-416/187, 4-11=-251/231, 6-11=-80/515, 6-10=-1410/561, 8-10=-311/1112 NOTES (9) 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=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. PLATES MT20 GRIP 244/190 Weight: 144 lb FT = 20% 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 354 lb uplift at joint 2 and 315 lb uplift at joint 9. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Segn:AO064996,Date:08/16/2013 LOAD CASE(S) Standard No.42:704 ' i ems=_ ST'TE OF William M. Ranieri, PE-TE'M # 42704 Job russ Truss Type Uty Ply Tuskegee House Dwg No 003 726136 A03 Hip Truss 1 1 Job Reference (optional) Amencan buiaers suppry, winter Haven, rL. s:usnu, Amencan cuuaers auppry nun: r.00u s aep a zv iL rnnr. r.aau s aep a cu is iw ieR invusuies, Inc. ris Huy iu i ..o , -- rays . ID:_kAwzN?UemvlvJpjl IfZ4BynJxw-bRo_OI_nFWq rTwzc9mFmtrs9x6Oe9cOoTbsu5oyn Iwo 1-6-0 6-10-1 i11-0-0 18-5-0 25-10-0 _ 28-10-0 _J r1-6-0 6-10-1 4-1-15 7-5-0 7-5-0 3-0-0 Y11 0 4x8 = 2x4 11 4x8 = Scale = 1:49.7 3x6 = " - a 3x4 = 3x4 = 3x10 = 3x4 = 2x4 II 11-0-0 18-5-0 25-10-0 28-1%0 11-0-0 7-5-0 7-5-0 3-0-0 Plate Offsets (X,Y): [2:0-0-2,Edgel, 4:0-54,0-2-01, [6:0-54,0-2-01 LOADING (psf) SPACING 2-" CSI DEFL in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) 0.29 2-12 999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.63 Vert(TL) 0.78 2-12 439 240 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2010/TP12007 Matrix) Weight: 152 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except` B1: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS lb/size) 2 = 991/0-8-0 (min. 0-1-8) 8 = 905/Mechanical Max Horz 2 = 173(LC 11) Max Uplift 2 = 350(LC 12) 8 = 282(LC 9) Max Grav 2 = 1151(LC 2) 8 = 1046(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2082/763, 3-4=-1777/628, 4-5=-1614/645, 5-6=-1614/645, 6-7=-752/304, 7-8=-1058/379 BOT CHORD 2-12=-840/1929,11-12=-608/1642, 10-11=-608/1642, 9-10=-249/666 WEBS 3-12=-359/276, 4-12=-36/469, 5-10=-461/313, 6-10=-430/1127, 6-9=-617/334,7-9=-336/989 NOTES (9) 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=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 350 lb uplift at joint 2 and 282 lb uplift at joint 8. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Segn:AO064997,Date:08/16/2013 LOAD CASE(S) Standard LICENSE* No.42704 i STATE 8F I 0FI D1P, William M. Ranieri, PF"IFE" M # 42704 726136 IA04 I Hip Truss 11 I 1 I Job Reference (optional) American Builders Supply, Winter Haven, FL. 33880, American Builders Supply Run: 7.350 s Sep 27 2012 Print: 7.350 s Sep 27 2012 MiTek Industries, Inc. Fri Aug 16 11:08:42 ID:_kAwzN?UemvlvJpj llfZ4 BynJxw-4eMNce?P?gyh43YpiTn?P2OlxVKuuOLxhf 1-6-0 7-7-12 13-0-0 19-10-0 24-2-4 28-10-0 1-6-0 7-7-12 5 4 4 6-10-0 4-4-4 4-7-12 1O Scale = 1:49.7 4x8 = 4x4 = 4 16 5 o 4x4 = 2x4 II 3x4 = 3x4 = 3x8 = 5x6 = 7-7-12 13-0-0 19-10-0 28-10-0 7-7-12 5 6-10-0 9-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.18 8-9 999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.75 Vert(TL) 0.47 8-9 740 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2010rrPI2007 Matrix-M) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-7 oc bracing. WEBS 1 Row at midpt 4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2 = 996/0-8-0 (min. 0-1-8) 8 = 906/Mechanical Max Horz 2 = 133(LC 16) Max Uplift 2 = 331(LC 12) 8 = 243(LC 13) Max Grav 2 = 1157(LC 2) 8 = 1047(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2097/749, 3-4=-1581/631, 4-16=-1278/552, 5-16=-1278/552, 5-6=-1403/557 BOT CHORD 2-12=-766/1902, 11-12=-710/1902, 10-11=-473/1414, 9-10=-473/1414,8-9=-446/1122 WEBS 3-12=0/254, 3-11=-580/277, 4-11=-81/405, 4-9=-288/156, 5-9=-0/296, 6-9=0/278, 6-8=-1338/557 NOTES (9) 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=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. PLATES GRIP MT20 244/190 Weight: 151 lb FT = 20% 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 331 lb uplift at joint 2 and 243 lb uplift at joint 8. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Segn:A0064998,Date:08/16/2013 LOAD CASE(S) Standard William M. Ranieri, m j r r. •r ry+Yy LICEHISE . No. 427Q4 STATE OF 42704 O HISS Truss Type Qty Ply HouseTuskegee Dwg No 005 726136 A05 Hip Truss 1 1 Job Reference (optional) mencan owiaersauppy, vvnuei Haven, ram. aaoou, .+nienwn omiuci>.nuppy ,... r_,_.,._.. vjpj..,...,.._.. r_-._....._.....____.__...._. _ ID:_kAwzN?UemvlvJpjlltZ4BynJxw 4eM1`4 ?P?gyh43YpiTn?P20ljVLWuSjxhFcReFynlw3- 1-6-0 7-4-11 15-0-0 17-10-0 25-5-5 28-10-0 1-6-0 7-4-11 7-7-5 2-10-0 7-7-5 3 4-11 5. 00 12 4x8 = 4x6 = 4 16 5 Scale = 1:50.2 4x4 — 2x4 11 5x6 = 3x8 = 3x4 = 2x4 11 7- 4-11 15-0-0 17-10-0 25-5-5 2_8 10-0 7- 4-11 7-7-5 2_10-0 7-7-5 3 4-11 Plate Offsets (X Y)• [3:0-3-8 0-3-0] [4:0-5-4 0-2-0] [11:0-24 0-3-01 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.12 11-12 999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) 0.33 11-12 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2010/TP12007 Matrix-M) Weight: 159 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS ( lb/size) 2 = 995/0-8-0 (min. 0-1-8) 8 = 907/Mechanical Max Horz 2 = 149(LC 16) Max Uplift 2 = 327(LC 12) 8 = 240(LC 13) Max Grav 2 = 1155(LC 2) 8 = 1049(LC 2) FORCES ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2158/778, 34=-1452/590, 4-16=-1227/576, 5-16=-1227/576, 5- 6=-1374/559, 6-7=-1212/470, 7-8=-1073/398 BOT CHORD 2- 12=-743/1965, 11-12=-751/1953, 10-11 =-405/1250, 9- 10=434/1130 WEBS 3- 12=0/298, 3-11 =-761/376, 4-11 =-99/410, 4-1 0=-261/128, 5- 10=43/281, 6-9=-477/317, 7-9=479/1274 NOTES ( 9) 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=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 lb uplift at joint 2 and 240 lb uplift at joint 8. 8) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Segn:AO064999,Date:08/16/2013 LOAD CASE(S) Standard William M. It: L Job Truss Truss Type ty Ply Tuskegee House Dwg No 006 726136 A06 Common Truss 4 1 Job Reference (optional) unenwii ounueia ouvvry, vrnue, naves, ram. a000v. r.n iern;en ounue.,NN y nun. ,.mow a oey , ., ,"". -- —p— — —. , ,,,,. ,. oy ID:_kAwzN?UemvlvJpj1lfZ4BynJxw-Ygwlpz02m74Y,iD6?GBIEyGxW vh4dWw5wvL_AhynIw2 16-0 5-10-14 11-1-15 16-5-0 21-8-1 28-10-0 1-6-0 5-10-14 5-3-1 5-3-1 5-3-1 7-1-15 Scale: 1/4"=V 4x4 = 5.00 12 5 44 = 3x4 = 3x4 = 3x8 = 3x4 = 3x6 II 16-5-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.13 10-12 999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) 0.27 12-15 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 Matrix-M) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 64-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS lb/size) 2 = 994/0-8-0 (min. 0-1-8) 8 = 908/Mechanical Max Horz 2 = 160(LC 16) Max Uplift 2 = 322(LC 12) 8 = 239(LC 13) Max Grav 2 = 1154(LC 2) 8 = 1050(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2200/862, 34=-1969/761, 4-5=-1307/577, 5-6=-1312/583, 6-7=-1292/484,7-8=-1052/421 BOT CHORD 2-12=-836/2017, 11-12=-609/1607, 10-11=-609/1607, 9-10=-492/1283 WEBS 3-12=-306/253, 4-12=-69/406, 4-10=-632/341, 5-10=-264/717, 6-10=-255/211, 6-9=-309/232, 7-9=-334/1120 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=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces i£ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. PLATES GRIP MT20 244/190 Weight: 151 lb FT = 20% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 322 lb uplift at joint 2 and 239 lb uplift at joint 8. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Segn:A0065000,Date:08/16/2013 LOAD CASE(S) Standard Na 42704 i STATE , OF William M. Ranieri, PE"i°E'IM # 42704 O n1SSTruss Type ty y Tuskegee House Dwg No 007 726136 A08 Common Truss 3 1 Job Reference (optional) ruieiwi ouii—a -uyy.Y, , rv.ic,,ua„ ouiiuc,a auVy7 nu,,. r. F o u p c, c , -- ,.,.—..,may — .... . —1. . ,, ,.,.y .... , ,., . ,.y,. , I D:_kAwzN?UemvlvJpjl IfZ4BynJxw-Ygwlpz02m74YiD6?GBI EyGxXpvh Id Wz5wvL_Ahyn Iw2 1-6-0 5-10-14 11-1-15 16-5-0 21-8-1 26-11-2 32-10-0 34-4-0 1-6-0 5-10-14 5-3-1 5-3-1 5-3-1 5-3-1 5-10-14 1-0-0 YI' 0 Scale = 1:56.0 5.00 F12 4x4 = 5 4x4 = 3x4 = 3x4 = 3x8 _ 3x4 = 3x4 = 24 \\ 3x4 = 24-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.11 13-15 999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) 0.27 15-18 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(TL) 0.07 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 Matrix-M) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS lb/size) 2 = 956/0-8-0 (min.0-1-8) 10 = 1277/0-M (min.0-1-12) Max Horz 2 = 142(LC 13) Max Uplift 2 = 316(LC 12) 10 = 396(LC 13) Max Grav 2 = 1109(LC 2) 10 = 1482(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2097/774,34=-1865/672,4-5=-1203/487, 5-6=-1202/487, 6-7=-1022/271, 7-8=-710/748 BOT CHORD 2-15=-613/1882, 14-15=-385/1468, 13-14=-385/1468, 12-13=-178/1037,11-12=-178/1037,10-11=-31/296, 8-10=-640/757 WEBS 3-15=-309/256, 4-15=-73/407, 4-13=-629/339, 5-13=-174/612, 6-11=405/331, 7-11=-311/753, 7-1 0=-1 663/911 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=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 28-6-0 PLATES GRIP MT20 244/190 Weight: 166 lb FT = 20%. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 316lb uplift at joint 2 and 396lb uplift atjoint 10. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Segn:AO065001,Date:08/16/2013 LOAD CASE(S) Standard e: • r No.427Q4 s, STATE 'OF RIP V William M. Ranieri, P # 42704 Job I russ Truss Type Qty Ply Tuskegee House Dwg No 008 726136 A10 Common Truss 3 1 Job Reference (optional) American Builders Supply, Winter Haven, FL. 33880, American Builders Supply Run: 7.350 s Sep 27 2012 Print: 7.350 s Sep 27 2012 MiTek Industries, Inc. Fri Aug. 16 11:08:44 2013 Page 1 I D:_kAwzN?UemvlvJpjllfZ4BynJxw-00 U70J 1 gXRCPKNhBqupTVTUjNJONMzHE9Z5Yi7yn Iw1 1-6-0 5-10-14 11-1-15 16-5-0 21-8-1 26-11-2 32-10-0 1 6 0 5-10-14 5-3-1 5-3-1 5-3-1 5-3-t 5-10-14 dI1 0 5.00 12 4x4 = Scale = 1:54.0 4x4 = 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 4x4 = 8-9-0 16-5-0 24-1-0 32-8-0 32-10-0 8-9-0 7-8-0 7-8-0 8-7-0 0- -0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.20 11-13 999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.75 Vert(TL) 0.41 11-13 951 240 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 Matrix-M) Weight: 160 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS lb/size) 2 = 1117/0-8-0 (min.0-1-9) 8 = 1050/0-3-8 (min. 0-1-8) Max Horz 2 = 154(LC 16) Max Uplift 2 = 345(LC 12) 8 = 300(LC 13) Max Grav 2 = 1297(LC 2) 8 = 1214(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2558/1003, 3-4=-2332/903, 4-5=-1681/723, 5-6=-1681/723, 6-7=-2336/905, 7-8=-2563/1007 BOT CHORD 2-13=-850/2300, 12-13=-628/1900, 11-12=-628/1900, 10-11=-629/1902, 9-10=-629/1902, 8-9=-854/2305 WEBS' 5-11=-357/982, 6-11=-624/336, 6-9=-67/403, 7-9=-300/253, 4-11=-622/335, 4-13=-65/401, 3-13=-297/250 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=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 2 and 300 lb uplift at joint 8. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Segn:A0065002,Date:08/16/2013 LOAD CASE(S) Standard William M. R. Job Truss fuss ype ty y Tuskegee House Dwg No 009 726136 A11 Hip Truss 1 1 Job Reference (optional) rl,,,cliw„ounue,a auNV Y.vvn„e,Hove,,.r. uuoou, rv,,,e,iva,i ounuo,a—Ppy vcy——— -- I — ,- -..,...y--I- -- -- - may., I D:_kAwzN? UemvlvJpjlfZ4BynJxw-OOU70J 1 gXRCPKNhBqupMUeDJOvM2AE9Z5Yi7ynlw1 1-6-0, 7-4-11 15-0-0 17-10-0 25-5-5 32-10-0 1-fi00 7-4-11 7-7-5 2_10-0 7-7-5 7-4-11 5.00 12 4x8 = 4x4 = 4 20 5 Scale = 1:56.2 IJ II lu 6 4x4 — 2x4 II 4x4 = 3x4 = 3x8 = 4x4 = 2x4 II 4x4 = E 17-10-0 , 25-5-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl Ud TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.19 11-13 999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) 0.46 11-13 855 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) 0.13 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 Matrix-M) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-10 oc bracing. WEBS 1 Row at midpt 3-11, 6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2 = 1117/0-8-0 (min.0-1-9) 7 = 1050/0-3-8 (min. 0-1-8) Max Horz 2 = 143(LC 12) Max Uplift 2 =-348(LC 12) 7 =-303(LC 13) Max Grav 2 = 1297(LC 2) 7 = 1214(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2517/911, 3-4=-1803/719, 4-20=-1628/722, 5-20=-1628/722, 5-6=-1804/719, 6-7=-2520/914 BOT CHORD 2-13=-749/2249, 12-13=-758/2237, 11-12=-758/2237, 10-11=-416/1547, 9-10=-761/2240, 8-9=-761/2240, 7-8=-823/2253 WEBS 3-13=0/300, 3-11=-762/375, 4-11=-91/405, 5-10=-91/407, 6-10=-764/378, 6-8=0/300 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=25ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 32-8-0 PLATES GRIP MT20 244/190 Weight: 164 lb FT = 20% 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 348 lb uplift at joint 2 and 303 lb uplift at joint 7. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Segn:A0065003,Date:08/16/2013 LOAD CASE(S) Standard M. LICENSE' No.42704 it s STATE OF William M. Ranieri, PE""FE41M # 42704 Job Truss Truss Type Qty Ply Tuskegee House Dwg No 010 726136 Al2 Hip Truss 1 1 Job Reference (optional) American burners auppiy, wimer naven, rL. asaau, American buimers suppiy 4x8 = rcun: 4x4 = rn Aug io n:ua:co zuu rage i 1 hOnYjNu5T1 OODg5EaynlwO Scale = t:56.0 7 Io u iu o 2x4 11 3x4 = 3x8 = 2x4 11 4x4 = 4x4 = 3x4 = 3x4 = 7-7-12 13-0-0 19-10-0 25 2-4 32-8-0 32-,1,0-0 717-12 5-4-46-10-0 5-4_4 7-5-12 0-2-0 Plate Offsets (X,Y): [4:0-5-4,0-2-0) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.17 10-11 999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Vert(TL) 0.39 10-11 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(TL) 0.13 7 n/a n/a BCDL 10.0 Code FBC2010/TP12007 Matrix-M) Weight: 158 lb FT = 20%. LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. WEBS 1 Row at midpt 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2 = 1117/0-8-0 (min.0-1-9) 7 = 1050/0-3-8 (min. 0-1-8) Max Horz 2 = 127(LC 16) Max Uplift 2 = 351(LC 12) 7 = 306(LC 13) Max Grav 2 = 1297(LC 2) 7 = 1214(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2445/881, 34=-1945/760, 4-20=-1774/744, 5-20=-1774/744, 5-6=-1947/760, 6-7=-2450/884 BOT CHORD 2-13=-744/2177, 12-13=-716/2177, 11-12=-716/2177, 10-11=-479/1704, 9-10=-720/2182, 8-9=-720/2182, 7-8=-862/2182 WEBS 3-11=-561/277, 4-11=-69/432, 5-10=-70/433, 6-10=-565/281 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=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 2 and 306 lb uplift at joint 7. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Segn:AO065004,Date:08/16/2013 LOAD CASE(S) Standard PENS9, No.4Z7Q4 STATE OF ass......... William M. Ranieri, P c # 42704 O NSS Truss Type Qty Ply Tuskegee House Dwg No 011 726136 A73 Hip Truss 1 1 Job Reference (optional) n-- D—ue-Duyyly, nave , ". .."U.- —ppy 11 0 6-10-1 , 11-0-0 0 6-10-1 ' 4- -;5 qI1 0 4x8 = 4 ID: kAwzN?UemvlvJplllfZ46ynKx562VEf21IIKGxXGOOcK1hOt8jOr5Xy00Dg5Eaynlw0- 21- 10-0 25-11-15 32-10-0 5- 5-0 4-1-15 6-10-1 2x4 11 4x8 = 5 6 Scale = 1:56.0 J 4x4 = 3x8 = 3x4 = 3x6 = 3x6 — 3x4 = 4x4 = 16- 5-0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in loc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.22 9-19 999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.61 Vert(TL) 0.61 9-19 649 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2010/TP12007 Matrix-M) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* 132: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-9-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS ( lb/size) 2 = 1117/0-8-0 (min.0-1-9) 8 = 1050/0-3-8 (min. 0-1-8) Max Horz 2 = 111(LC 16) Max Uplift 2 =- 353(LC 12) 8 =- 308(LC 13) Max Grav 2 = 1297(LC 2) 8 = 1214(LC 2) FORCES ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2407/946, 34=-2109/801, 4-5=-2143/879, 5-6=-2143/879, 6- 7=-2111/802, 7-8=-2411/948 BOT CHORD 2- 13=-785/2232, 12-13=-552/1874,11-12=-552/1874, 10- 11=-553/1876, 9-10=-553/1876, 8-9=-788/2309 WEBS 3- 13=-341/277,4-13=-39/414,4-11=-183/392, 5-11=-312/205, 6- 11 =-1 83/390, 6-9=-41/416, 7-9=-344/279 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=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone and C-C Extehor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 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. PLATES GRIP MT20 244/190 Weight: 157 lb FT = 20%. 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 353 lb uplift at joint 2 and 308 lb uplift at joint 8. 7) Segn:AO065005,Date:08/16/2013 LOAD CASE(S) Standard William M. R. Job rusS Iruss I ype Q ty y Tuskegee House Dwg No 012 726136 A14 Hal( Hip Truss 1 1 Job Reference (optional) r.nlern.nn ounuclI ouppry, 0000U, I DU11— n ouppry M-- r.— s aep ZU I root. —DV s —p a ZVIc -I— InUUs —, Inc. rn r ug 10 1 I:U.— LU I3 rage 1 I D:_kAwzN?UemvlvJpj llfZ4BynJxw-yPbtR?2w3237Zh raxJrxauZ_J7isgpbXctafn0ynlw? 1-6-0 9-M 16-3-4 23-4-12 30-6-4 32-10-0 1-6-0 9-M 7-3-4 7-1-8 7-1-8 2-3-12 5A 0 MT20H - 3 3x4 = 3x4 = 4A = 4 10 , 6 Scale = 1:56.3 2x4 11 3x4 = 7 8 10 14 111 t2 11 lu a 3x6 — 2x4 11 3x4 — 3x4 = 3x4 — 3x4 = 3x8 = 2x4 11 32-10-0 I 9-0-0 1 16-3-4 1 23-0-12 30-6-4 30r6-0 r 9-0-0 7-3-4 7-1-8 7-1-8 0. 112 2-2-0 Plate Offsets (X,Y): [2:0-0-2,Edge], 5:0-2-0,Edge) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.18 13 999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.75 Vert(TL) 0.37 11-13 990 240 MT20H 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.12 10 n/a n/a BCDL 10.0 Code FBC2010/TPl2007 Matrix-M) Weight: 168 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2 = 1053/0-8-0 (min. 0-1-8) 10 = 1105/0-3-8 (min. 0-1-8) Max Horz 2 = 193(LC 11) Max Uplift 2 = 379(LC 12) 10 = 452(LC 9) Max Grav 2 = 1222(LC 2) 10 = 1278(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2134/738, 3-4=-2289/821, 4-19=-1687/606, 5-19=-1687/606, 5-6=-1687/606 BOT CHORD 2-15=-1064/2289,14-15=-770/1972,13-14=-770/1972, 12-13=-840/2311, 11-12=-840/2311, 10-11=-600/1692 WEBS 3-15=0/319, 3-13=-172/558, 4-11=-702/284, 6-11=-44/526, 6-10=-1846/656, 7-10=-355/238 NOTES (9) 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=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) at joint(s) 12 checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 2 and 452 lb uplift at joint 10. 9) Segn:AO065006,Date:08/16/2013 LOAD CASE(S) Standard William M. R; G O n1ss toss ype ty y Tuskegee House Dwg No 013 726136 A15 Half Hip Truss 1 1 Job Reference(optional) Amencan ounuers uppiy, vvinter raven, - 0000u, nnen--11-s auypiy . ....... ID:_kAwzN?UemvlvJpjllfZ4BynJxw-yPbtR?2w32S7ZhraxJrxau wS7fJgnUXctafn0ynlw? 1-6 0 7-M 12-10-9 18-9-2 24-7-11 30 6 4 32-10-0 16-0 7-" 5-10-9 510-9 5-10-9 510-9 2-3-12 5x10 MT20H = 3x4 = 6x6 = 3x8 = Scale = 1:56.3 4x12 = 2x4 II 31 32 15 33 34 - 35 12 36 37 38 39 - 40 3x8 = 2x4 11 4x6 = 4x10 = 3x8 MT20H = 4x10 = 3x6 11 3x4 = 4x4 = 18-9-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) 0.42 13-14 866 360 TCDL 7.0 Lumber Increase 1.25 BC 0.91 Vert(TL) 0.86 13-14 427 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.99 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 Matrix-M) LUMBER TOP CHORD 2x4 SP M 30 *Except* T1: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2 BRACING TOPCHORD Structural wood sheathing directly applied, except end verticals BOT CHORD Rigid ceiling directly applied or 5-3-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS lb/size) 2 = 1789/0-8-0 (min. 0-2-7) 10 = 2055/0-3-8 (min.0-2-13) Max Horz 2 = 154(LC 7) Max Uplift 2 = 716(LC 8) 10 = 902(LC 5) Max Grav 2 = 2071(LC 2) 10 = 2375(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-4391/1488, 3-20=-5458/1946, 20-21=-5458/1946, 4-21=-5458/1946, 4-22=-5229/1882, 22-23=-5229/1882, 5-23=-5229/1882, 5-24=-5243/1893, 24-25=-5243/1893, 25-26=-5243/1893, 6-26=-5243/1893, 6-27=-3433/1260, 27-28=-3433/1260, 28-29=-3433/1260, 7-29=-3433/1260 BOT CHORD 2-16=-1392/3985, 16-31 =-1 390/4008, 31-32=-1390/4008, 15-32=-1390/4008, 14-15=-1390/4008, 14-33=-1957/5458, 33-34=-1957/5458, 13-34=-1957/5458, 13-35=-1247/3433, 12-35=-1247/3433, 12-36=-1247/3433, 11-36=-1247/3433 WEBS 3-16=0/598, 3-14=-645/1727, 4-14=-526/416, 4-13=-257/134, 5-13=-563/415, 6-13=-731/2026, 6-11=-1477/751, 7-11 =-1 356/3776, 7-1 0=-2111/969 NOTES (12) 1) Unbalanced roof live loads have been considered for this design. 32-10-0 PLATES GRIP MT20 2441190 MT20H 187/143 Weight: 166 lb FT = 20% 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) at joint(s) 15 checked for a plus or minus 4 degree rotation about its center. 6) Plate(s) at joint(s) 12 checked for a plus or minus 5 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 716 lb uplift at joint 2 and 902 lb uplift at joint 10. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 110 lb up at 7-0-0, 86 lb down and 110 lb up at 9-0-12, 86 Ib down and 110 Ib up at 11-0-12, 86 Ib down and 110 Ib up at 13-0-12, 86 Ib down and 110 Ib up at 15-0-12, 86 lb down and 110 lb up at 17-0-12, 86 Ib down and 110 Ib up at 19-0-12, 86 Ib down and 110 Ib up at 21-0-12, 86 lb down and 110 Ib up at 23-0-12, 86 Ib down and 110 Ib up at 25-0-12, 86 Ib down and 110 Ib up at 27-0-12, and 86 Ib down and 110 Ib up at 29-0-12, and 86 Ib down and 110 Ib up at 31-0-12 on top chord, and 342 Ib down and 84 Ib up at 7-0-0, 65 Ib down at 9-0-12, 65 Ib down at 11-0-12, 65 lb down at 13-0-12, 65 lb down at 15-0-12, 65 Ib down at 17-0-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12, 65 lb down at 23-0-12, 65 lb down at 25-0-12, 65 lb down at 27-0-12, and 65 lb down at 29-0-12, and 65 Ib down at 31-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the tht ss d as front (F) or back (B). 12) Segn:AO065007,Date:08/16/2013 s.. LOAD CASE(S) .= LICEN SE '• : t Standard 1 1) Regular: Lumber Increase=1.25, Plate Incise=l5 l Uniform Loads (plf) ' Na 42704 Vert: 1-3=-44, 3-8=-44, 9-17=-20 * . Concentrated Loads (lb) , Vert: 3=-71(B) 16=-302(B) 14=-38(B) 4=-7 7A(6 3 21=-71(B) 22=-71(B) 23=-71(B) 25=-71 (B) 29=-71(B) 30=-71(B)31=-38(B) 32=-38(B) 36=-38(B) 37=-38(B) 38=-38(B) 39=-38(B) 40 A_'*.,_._..+'.. William M. Ranieri, PVTOM # 42704 Job Truss Truss Type Qty Ply Tuskegee House DvrtJ No 014 726136 B01 Hip Truss 1 1 Job Reference (optional) American Builders Supply, winter Haven, FL. 33880, American Builders Supply Run: 7.350 s Sep 27 2012 Pnnt 7.350 s Sep 27 2012 MiTek Industries, Inc. Fri Aug 16 11:08:47 2013 Page 1 ID._kAwzN?UemvlvJpjllfZ4BynJxw-Qb9GfL3YgMa_BrQmV1 MA6668aW?HZQrhrXJCJSynlw_ 1-6-0 7-0-0 10-8-0 14-4-0 21-4-0 22-10-0 1-6-0 7-0-0 3-8-0 3-8-0 7-0-0 1-6-0 Scale = 1:38.6 4x8 = 2x4 11 4x8 = 3x6 = 2x4 11 4x4 = 3x8 = 2x4 11 3x6 = 7-0-0 10-8-0 14-40 21-4-0 7-0- 0 3-8-0 3-8-0 7-0-0 Plate Offsets ( X,Y): [3:0-5-4,0-2-0], 5:0-5-4,0-2-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/deft Ud PLATES GRIP TCLL 20. 0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.16 9 999 360 MT20 244/190 TCDL 7. 0 Lumber Increase 1.25 BC 0.87 Vert(TL) 0.32 8-9 790 240 BCLL 0. 0 ' Rep Stress Incr NO WB 0.22 Horz(TL) 0.11 6 n/a n/a BCDL 10. 0 Code FBC20101TPI2007 Matrix-M) Weight: 95 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/ size) 2 = 1304/ 0-8-0 (min.0-1-13) 6 = 1325/ 0-8-0 (min.0-1-13) Max Horz 2 = 68( LC 9) Max Uplift 2 = 507( LC 8) 6 = 529( LC 9) Max Grav 2 = 1510( LC 2) 6 = 1535( LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 2946/939, 3-18=-3041/1049, 4-18=-3041/1049, 4-19=- 3041/1049, 5-19=-3041/1049, 5-6=-3008/996 BOT CHORD 2-11=- 824/2647, 10-11=-824/2669, 9-10=-824/2669, 9-20=- 824/2727, 8-20=-824/2727, 6-8=-824/2705 WEBS 3- 11= 0/540, 3-9=-260/571, 4-9=-418/310, 5-9=-172/477, 5-8= 0/545 NOTES (10) 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=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 507 lb uplift at joint 2 and 529 lb uplift at joint 6. 7) "Semi - rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 86 lb down and 110 lb up at 7-0-0, 86 lb down and 110 lb up at 9-0- 12, 86 lb down and 110 lb up at 10-8-0, and 86 lb down and 110 lb up at 12-3-4, and 195 lb down and 204 lb up at 144-0 on top chord, and 342 lb down and 84 lb up at 7- 0-0, 65 lb down at 9-0-12, 65 lb down at 10-8-0, and 65 lb down at 12-34, and 342 lb down and 84 lb up at 14-34 on bottom chord. The design/selection of such connection device( s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Segn: A0065008,Date:08/16/2013 LOAD CASE( S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads ( plf) Vert: 1- 3=-44, 3-5=44, 5-7=-44, 12-15=-20 Concentrated Loads ( lb) Vert: 3=- 71(B)5=-128(B)10=-38(B) 11 =-302(B) 9=-38(B) 4=-71 (B) 8=-302(B) 18=-71( 13)19=-71(B)20=-38(B) William M. R. G O russ Truss Type ty Py Tuskegee House Dwg No 015 726136 B02 Hip Truss 1 1 Job Reference o tional Hmenwn owi—s—ppry,'nm , Haven, owi— wpp y 1-6-0 9-0-0 1-6-0 9-0-0 ID:_kA N?UemvlvJpjllfZ4BynJxw-Qb9GfL3YgMa_BrQmV1MA6668mW2eZSwhrXJCJSynlw r 21-4-0 . 22-10-0 , 3-4-0 Scale = 1:38.6 4x8 = 4x6 = 3 15 4 Iv 0 3x6 = 2x4 11 5x6 = 3x6 = 9-0-0 12-4-0 21-4-0_ 9-0-0 3-4-0 9-0-0 Plate Offsets (X Y)• [20-0-2 Edge] [3:0-5-4 0-2-0] [5:0-0-2 Edge] [7.0-3-0 0-3-01 LOADING (psi? SPACING 2-0-0 CSI DEFL in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.13 7-14 999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) 0.36 7-14 717 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 Matrix-M) Weight: 88 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 LOAD CASE(S) WEBS 2x4 SP No.3 Standard BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2 = 748/0-8-0 (min. 0-1-8) 5 = 749/0-8-0 (min. 0-1-8) Max Horz 2 = -84(LC 13) Max Uplift 2 =-249(LC 12) 5 =-248(LC 13) Max Grav 2 = 870(LC 2) 5 = 871(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1803/688, 3-15=-1040/431, 4-15=-1040/431, 4-5=-18181689 BOT CHORD 2- 8=-885/2181, 7-8=-222/993, 5-7=-897/2205 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=25ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 2 and 248 lb uplift at joint 5. 7) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Segn:AO065009,Date:08/16/2013 William M. R. Job Truss Russ I ype ty Ply House jTuskegee Dwg No 016 726136 B03 Common Truss 6 1 Job Reference (optional) Amedcan Builders Supply, Winter Haven, FL. 33880, American Builders Supply Run: 7.350 s Sep 27 2012 Print: 7.350 s Sep 27 2012 MiTek Industries, Inc. Fri Aug 16 11:08:48 2013 Page 1 I D:_kAwzN?UemvlvJpj IIfZ4 BynJxw-uojesh4Abgiro_?y3ktPfJeR1 wRelugg4B31quyn Ivz 1-6-0 5-7-14 10-8-0 15-8-2 21-4-0 , 22-10-0 1-6-0 5-7-14 5-0-2 5-0-2 5-7-14 1-6-0 4x4 = 3x4 = 5x6 = 3x4 = 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.25 TCDL 7.0 Lumber Increase 1.25 BC 0.48 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 BCDL 10.0 Code FBC2010/TP12007 Matrix-M) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-8-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2 = 749/0-8-0 (min.0-1-8) 6 = 749/0-8-0 (min.0-1-8) Max Horz 2 = 97(LC 17) Max Uplift 2 = 240(LC 12) 6 = 240(LC 13) Max Grav 2 = 870(LC 2) 6 = 870(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1513/595, 34=-1357/551, 4-5=-1357/551, 5-6=-1513/594 BOT CHORD 2-9=449/1346, 8-9=-221/897, 6-8=453/1348 WEBS 4-8=-143/460, 5-8=-294/244, 4-9=-142/460, 3-9=-294/244 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=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 lb uplift at joint 2 and 240 lb uplift at joint 6. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 21-4-0 DEFL in floc) I/defl L/d PLATES GRIP Vert(LL) 0.08 8-9 >999 360 MT20 244/190 Vert(TL) -0.18 8-9 >999 240 Horz(TL) 0.05 6 n/a n/a 7) Segn:A0065010,Date:08/16/2013 LOAD CASE(S) Standard Scale = 1:38.1 Weight: 95 lb FT = 20%. William M. Ranieri, Io 42704 Job TrUss russ Type Qty Fly Tuskegee House Dwg No 017 726136 Cot Hip Truss 1 1 Job Reference o tional American Builders Supply, Winter Haven, FL. 33880, American Builders Supply Run: 7.350 s Sep 27 2012 Pnnt: 7.350 s Sep 27 2012 MiTek Industries, Inc. Fri Aug 16 11:08:48 2013 Page 1 ID:_kAwzN?UemvlvJpjl IfZ4BynJxw-uojesh4Abgiro_?y3ktPfJeFnwPalm7g4B31quyn Ivz - 1-6-0 7-0-0 12-0-0 17-0-0 24-0-0 1-6-0 7-0-0 5-0-0 5-0-0 7-0-0 4x10 = 2x4 11 14 5x8 = 3x8 = 2x4 11 7x8 = 3x8 11 Scale = 1:40.5 c? I4 a 7-0-0 12-0-0 17-0-0 24-0-0 7-0-0 5-0-0 5-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2010ITP12007 CSI DEFL in (loc) I/deft L/d TC 0.97 Vert(LL) 0.22 7-8 999 360 BC 0.61 Vert(TL) 0.46 7-8 632 240 WB 0.66 Horz(TL) 0.08 6 n/a n/a Matrix-M) LUMBER TOP CHORD 2x4 SP M 30 'Except' T1: 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 6 = 1587/0-8-0 (min. 0-1-8) 2 = 1341/0-8-0 (min. 0-1-8) Max Horz 2 = 80(LC 12) Max Uplift 6 = 578(LC 9) 2 = 503(LC 8) Max Grav 6 = 1838(LC 2) 2 = 1558(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3302/1017, 3-4=-4392/1472, 4-14=-4392/1472, 5-14=-4392/1472, 5-6=-4374/1420 BOTCHORD 2-9=-907/2988, 8-9=-905/2996, 8-15=-1254/4026, 15-16=-1254/4026, 7-16=-1254/4026, 6-7=-1247/3978 WEBS 3-9=0/262, 3-8=-625/1741, 4-8=-329/230, 5-8=-164/538, 5-7=-160/958 NOTES (10) 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=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. PLATES GRIP MT20 244/190 Weight: 123 lb FT = 20% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 578 lb uplift at joint 6 and 503 lb uplift at joint 2. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 110 lb up at 14-11-4, and 195 lb down and 204 lb up at 17-0-0 on top chord, and 916 lb down and 326 lb up at 13-8-12, and 65 lb down at 14-11-4, and 342 lb down and 84 lb up at 16-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Segn:AO065011,Date: 08/16/2013 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-5=-44, 5-6=-44, 2-6=-20 Concentrated Loads (lb) Vert: 5=-128(F) 7=-302(F) 14=-71(F) 15=-786(F) 16=-38(F) LICENSE No.42704' STATE OF William M. Ranieri, PE"IFE'!!.'Ta # 42704 Job Truss russ ype ty y House Dwg No 018 726136 CO2 Hip T uss 1 2 Tuskegee Job Reference (optional) American Builders Supply, Winter Haven, FL. 33880, American Builders Supply Run: 7.350 s Sep 27 2012 Print: 7.350 s Sep 27 2012 MiTek Industries, Inc. Fri Aug 16 11:08:49 2013 Pagel ID:_kAwzN?UemvlvJpjllfZ4BynJxw-M_H0415oMzgiQ8a9dRPeCXBRiKiB1 DvzlroJNLynlvy 1-6-0 5-2-6 7-9-0 12-0-0 16-3-0 18-9-10 24-0-0 1-6-0 5-2-6 2-6-10 4-3-0 4-3-0 2-6-10 5-2-6 5x8 - 2x4 II 5x8 4x10 = 2x4 II 6x6 = 5-2-6 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.90 TCDL 7.0 Lumber Increase 1.25 BC 0.78 BCLL 0.0 ' Rep Stress Incr NO WB 0.69 BCDL 10.0 Code FBC2010/TPI2007 Matrix-M) LUMBER TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 8 = 5989/0-8-0 (min.0-2-14) 2 = 4366/0-8-0 (min. 0-2-2) Max Horz 2 = 86(LC 12) Max Uplift 8 = 1822(LC 9) 2 = 1511(LC 8) Max Grav 8 = 6943(LC 2) 2 = 5063(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-12474/3668, 3-4=-12100/3563, 4-5=-12932/3665, 5-6=-12932/3665, 6-7=-12458/3384, 7-8=-14814/3906 BOT CHORD 2-13=-3383/11478, 13-18=-3383/11478, 12-18=-3383/11478, 12-19=-3265/11295, 19-20=-3265/11295, 11-20=-3265/11295, 11-21=-3068/11627, 21-22=-3068/11627, 10-22=-3068/11627, 10-23=-3550/13575, 9-23=-3550/13575, 9-24=-3550/13575, 8-24=-3550/13575 WEBS 3-13=-52/265, 3-12=-423/213, 4-12=-1076/3225, 4-11=-428/2127, 6-11=-657/1714, 6-10=-876/3640, 7-10=-2689/720, 7-9=-494/2230 NOTES (13) 1) 2-ply truss to be connected together with 10d (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 8x8 = 6x6 = DEFL in (loc) I/deft Ud Vert(LL)-0.2910-11 >977 360 Vert(TL)-0.6610-11 >437 240 Horz(TL) 0.15 8 n/a n/a Scale = 1:42.0 3x8 11 5x10 MT20H-- PLATES GRIP MT20 244/190 MT20H 187/143 Weight: 275 lb FT = 20% A o 4) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plate(s) at joint(s) 11 checked for a plus or minus 2 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1822 lb uplift at joint 8 and 1511 lb uplift at joint 2. 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1927 lb down and 718 lb up at 7-0-12, 1021 lb down and 335 lb up at 9-0-12, 1026 lb down and 302 lb up at 11-0-12, 1027 lb down and 263 lb up at 13-0-12, 1029 lb down and 260 lb up at 15-0-12, 1030 lb down and 259 lb up at 17-0-12, 1030 lb down and 259 lb up at 19-0-12, and 1030 lb down and 259 lb up at 21-0-12, and 1030 lb down and 259 lb up at 23-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Segn:AO065012,Date:08/16/2013 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=-44, 4-6=44, 6-8=44, 2-8=-20 Concentrated Loads (lb) Vert:9=-888(B) 15=-888(B)18=-1665(B) 22=-887(B) 23=-888(B) 24=-888(B) William M. R-. 4 o tissTruss Type ty y] n Dvvg No 019 Jack-Partial Truss 14 al Hmencan nunaers uppiy, vvinier maven, rL. aaoou, nme-11 ounuels ouPP,y....._ . _ ...__.. ID:_kAwzN?UemvlvJplllfZ4BynJxw-M_H0415oMzgiQ8a9dRPeCXBdVKux1 NkzlroJNLynivy 1-6-0 0-8-2 1-6-0 0-8-2 0-3-14 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl Ud TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) 0.00 5 999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.00 5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 Matrix-M) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2 = 137/0-8-0 (min. 0-1-8) 4 = 8/Mechanical 3 = 0/Mechanical Max Horz 2 = 42(LC 8) Max Uplift 2 = 96(LC 8) 4 = 11(LC 2) 3 = 1 (LC 2) Max Grav 2 = 166(LC 2) 4 = 19(LC 8) 3 = 9(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 96 lb uplift at joint 2, 11 lb uplift at joint 4 and 1 lb uplift at joint 3. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Segn:A0065013,Date:08/16/2013 Scale = 1:6.4 PLATES GRIP MT20 244/190 Weight: 6 lb FT = 20% LICENSE". e Na`4Z704 / 1J S A4 A NNW & LOAD CASE(S) Standard William M. Ranieri, PE"' 11FENV" # 42704 Job Truss fuss I ype Qty Ply Tuskegee House Dvy No 020 726136 CJ3 Jack -Partial Truss 13 1. Job Reference (optional) mencan ounuers Ouppry, vv imer Haven, rL. 0000u, Hmencan Durruers —ppry 1-6-0 rtun: r.— pep cr eu r, rnrrr. --s aep cr cu r<miren rrruusu res, nru. rrr—y ro , i.v —cures reye r ID:_kAwzN?UemvlvJpjllfZ4BynJxw-M_H0415oMzgiQ8a9dRPeCXBdVKuU1 NkzlroJNLynlvy B-2 3-0-0 Scale = 1:10.3 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) 0.00 7 999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2010ITP12007 Matrix-M) Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3 = 46/Mechanical 2 = 182/0-8-0 (min.0-1-8) 4 = 25/Mechanical Max Horz 2 = 78(LC 12) Max Uplift 3 = 41(LC 12) 2 = 80(LC 12) Max Grav 3 = 56(LC 2) 2 = 216(LC 2) 4 = 44(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 41 lb uplift at joint 3 and 80 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Segn:AO065014,Date:08/16/2013 BAR , •_ r No.42704 i• STATE OF LOAD CASE(S) Standard William M. Ranieri, PE-7T9Mc- # 42704 Job Truss Truss Type ty Ply Tuskegee House Dwg No 021 726136 CJ3S Jack -Partial Truss 1 1 Job Reference (optional) Hmencan auncers auppiy, vvincer maven, — aaaau, —encan ouiwers oupprycp u u c ,. p , ,.... a ..y.. kAwzN?Uemvlv,JpjIlfz4BynJxw-M_H0415oMzgiQ8a9dRPeCXBedKuN1 NkzlroJNLyn Ivy. 1- 8-2 3-0-0 - 1- 8-2 1-3-14 2x4 = 3- M 3- 0-0 3 Scale = 1:9.8 Plate Offsets (X Y): [1:0-0-2 Edge] LOADING ( psf) SPACING 2-0-0 CSI DEFL in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) 0.00 6 999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) 0.01 3-6 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2010/TP12007 Matrix-M) Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS ( lb/size) 1 = 108/Mechanical 2 = 50/Mechanical 3 = 30/Mechanical Max Horz 1 = 54(LC 12) Max Uplift 1 = 29(LC 12) 2 = 44(LC 12) Max Grav 1 = 125(LC 2) 2 = 61(LC 2) 3 = 46(LC 3) FORCES ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES ( 7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL= 6.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) 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 29 lb uplift at joint 1 and 44 lb uplift at joint 2. 6) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Segn:AO065015,Date:08/16/2013 4 ES j LICENS No. 4Z704 i STATE OF 0 R19-161-4120 LOAD CASE(S) Standard William M. Ranieri, TE"M # 42704 Job russ Qty Ply House Dwg No 022 726136 CJ5 Jack -Partial Truss 9 1 Tuskegee Job Reference (optional) American Builders Supply, Winter Haven, FL. 33880, American Builders Supply 1-6-0 2-8-2 Run: 7.350 s Sep 27 2012 Print: 7.350 s Sep 27 2012 MiTek Industries, Inc. Fri Aug 16 11:08:50 2013 Page 1 ID:_kAwzN?UemvlvJpj IIfZ4BynJxw-rArOHN5R7HyZ219LA9wtkkkn9kCvmq_7XVYsvnyn Ivx Scale = 1:14.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) 0.02 4-7 999 360 MT20 244/190 TCDL 7.0. Lumber Increase 1.25 BC 0.17 Vert(TL) 0.04 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 Matrix-M) Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 LOAD CASE(S) BRACING Standard TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS lb/size) 3 = 81/Mechanical 2 = 258/0-8-0 (min. 0-1-8) 4 = 43/Mechanical Max Horz 2 = 115(LC 12) Max Uplift 3 = 76(LC 12) 2 = 101(LC 12) Max Grav 3 = 99(LC 2) 2 = 303(LC 2) 4 = 75(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-495/195 BOT CHORD 2-4=-356/635 NOTES (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 76 lb uplift at joint 3 and 101 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Segn:AO065016,Date:08/16/2013 William M. Its O rU55 N55 ype ty y Tuskegee House Dwg No 023 726136 CJSS Jack -Partial Truss 1 1 Job Reference optional) n m L D— I wnenaan—suers ouPPiy,vv nuei Haven, ram. 0000v, nncn..an wnaoo wNvy ..- .. _.,,. _. __._....... ID:_kAwz?UemvlvJpjlIfZ4BynJxw-rArOHN5R7HyZ219LA9wtkkknOkCgmq_7XVYsvnynlvx 2-8-2 5-0-0 2-8-2 2-3-14 0 2x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.03 3-6 999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) 0.04 3-6 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 Matrix-M) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 LOAD CASE(S) BRACING Standard TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1 = 188/0-8-0 (min.0-1-8) 2 = 83/Mechanical 3 = 45/Mechanical Max Horz 1 = 91(LC 12) Max Uplift 1 = -54(LC 12) 2 = -77(LC 12) Max Grav 1 = 217(LC 2) 2 = 101(LC 2) 3 = 76(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-551/344 BOT CHORD 1-3=-531/710 NOTES (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 54 lb uplift at joint 1 and 77 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Segn:A0065017,Date:08/16/2013 Scale = 1:13.5 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 20% No:427D4 i STATE OF O Rio .49 a William M. Ranieri, P # 42704 i o toss — Truss russ ype ty y Tuskegee House Dw0 No 024 726136 D01 1 1 Job Reference o tional ouPpy reun. r.— s o P a cu,c rnnr. r.Jpu s Z a [u iZ mi i eK,nuusmes, inc. rn rug in -i rue:ou [u is rage ID:_kAwzN?UemvlvJpjl wIfZ4BynJx-rArOHN5R7HyZ219LA9wtkkkmOk96mpN7XVYsvnyn Ivx 1-6-0 5-0-0 8-8-0 13-8-0 1-6-0 5-0-0 3-8-0 5-0-0 4x8 = 4x4 = 3 14 4 3x4 = Scale: 1/2"=l' 3x4 = Io 5-0-0 8-8-0 13-8-0 5-0-0 3-8-0 5-0-0 Plate Offsets (X,Y): [3:0-5-4,0-2-0], 5:0-1-6,Edge) LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) 0.04 6-7 999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) 0.08 6-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2010/TP12007 Matrix-M) Weight: 55 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 5 = 616/Mechanical 2 = 666/0-8-0 (min. 0-1-8) Max Horz 2 = 64(LC 12) Max Uplift 5 = 200(LC 9) 2 = 244(LC 8) Max Grav 5 = 711(LC 2) 2 = 772(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1256/343, 3-14=-1181/355, 4-14=-1181/355, 4-5=-13201376 BOT CHORD 2-7=-295/1112, 7-15=-290/1123, 6-15=-290/1123, 5-6=-341/1172 WEBS 3-7=0/271. 4-6=0/259 NOTES (11) 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=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to'prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 200 lb uplift at joint 5 and 244 lb uplift at joint 2. 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) 45 lb down and 77 lb up at 5-0-0, and 45 lb down and 77 lb up at 6-10-0, and 133 lb down and 178 lb up at 8-8-0 on top chord, and 100 lb down at 5-0-0, and 35 lb down at 6-10-0, and 100 lb down at 8-7-4 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) Segn:A0065018,Date: 08/16/2013 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-44, 4-5=-44, 8-11=-20 Concentrated Loads (lb) Vert: 3=-37(F) 4=-110(F) 7=-67(F) 6=-67(F) 14=-37(F) 15=-23(F) r-4en William M. Ranieri, P # 42704 O fuss fuss ype ty y Tuskegee House Dwg No 025 726136 D02 Common Truss 1 1 Job Reference o tional vmencan omiaeis ouyyry, vrnuei nev . o00 „,w„ ..,.,,wNwr 1-6-0 6-10-0 1-6-0 6-10-0 ID:_kAwzN?UemvlvJpj IIfZ4BynJxw-rArOHN5R7HyZ219LA9wtkkklkk9ZmpO7XVYsvnynlvx, 13-8-0 6-10-0 Scale: 1/2"=1' 44 = 3 2 5.00 12 T1 W1 T2 4 IoB1 5 2x4 11 3x4 = 3x4 = 6-10-0 13-8-0 6-10-0 6-10-0 Plate Offsets (X Y): 2:0-1-6 Edge] [4.0-1-6 Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.04 5-8 999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) 0.09 5-8 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 Matrix-M) Weight: 49 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4 = 436/Mechanical 2 = 505/0-8-0 (min. 0-1-8) Max Horz 2 = 78(LC 16) Max Uplift 4 =-132(LC 13) 2 =-177(LC 12) Max Grav 4 = 504(LC 2) 2 = 588(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-928/368, 34=-994/482 BOT CHORD 2-5=-481/1105, 4-5=-619/1199 WEBS 3-5=0/269 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=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 4 and 177 lb uplift at joint 2. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Segn:AO065019,Date:08/16/2013 LOAD CASE(S) Standard William M. R; o russ Truss Type Qty Ply Tuskegee House Dwg No 026 726136 EJ5 Jack -Open Truss 3 1 Job Reference (optional) American Builders Supply, Winter Haven, FL. 33880, American Builders Supply 1-6-0 Run: 7.350 s Sep 27 2012 Print 7.350 s Sep 27 2012 MiTek Industries, Inc. Fri Aug 16 11:08:51 2013 Page 1 ID:_kAwzN?UemvlvJpj IIfZ4 BynJxw-JMPmVj63ub4QfSkXksR6HyGyv8Y8VH DGm9HQRDyn Ivw 5-0-0 0 6N Scale = 1:14.0 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) 0.02 4-7 999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) 0.04 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 Matrix-M) Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 LOAD CASE(S) BRACING Standard TOPCHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS lb/size) 3 = 81/Mechanical 2 = 258/0-8-0 (min. 0-1-8) 4 = 43/Mechanical Max Horz 2 = 115(LC 12) Max Uplift 3 = 76(LC 12) 2 = 101(LC 12) Max Grav 3 = 99(LC 2) 2 = 303(LC 2) 4 = 75(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-495/195 BOT CHORD 2-4=-356/635 NOTES (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 76 lb uplift at joint 3 and 101 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Segn:AO065020,Date:08/16/2013 William M. R; G O HISS rus8 ype ty y House Dwg No 027 726136 EJ7 Jack -Open Truss 31 1 Tuskegee Job Reference o tional American ouncers auppry, vvrmer maven, rL. 0000u, ranencan ouuuers auppry i RID: kAwzN?UemvlvJpjllfZ4BynJxw-JMPmVj63ub4QfSkXksR6HyGu98VEVHDGm9HORDynlvw 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.06 4-7 999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) 0.15 4-7 540 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2010/TP12007 Matrix-M) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 LOAD CASE(S) BRACING Standard TOP CHORD Structural wood sheathing directly applied or 5-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3 = 115/Mechanical 2 = 337/0-8-0 (min. 0-1-8) 4 = 58/Mechanical Max Horz 2 = 151(LC 12) Max Uplift 3 = 109(LC 12) 2 = 124(LC 12) Max Grav 3 = 140(LC 2) 2 = 394(LC 2) 4 = 105(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1056/513 BOT CHORD 24=-817/1366 NOTES (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 109 lb uplift at joint 3 and 124 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Segn:AO065021,Date:08/16/2013 Scale = 1:18.3 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20%. William M. Ranieri, P # 42704 Job russ toss ype ty y Tuskegee House Dwg No 028 726136 HIM Diagonal Hip Girder 2 1 Job Reference (optional) American Builders Supply, Winter Haven, FL. 33880, American Builders Supply Run: 7.350 s Sep 27 2012 Print: 7.350 s Sep 27 2012 MiTek Industries, Inc. Fri Aug 16 11:08:51 2013 Page 1 I D:_kAwzN?UemvlvJpjllfZ4BynJxw-JMPmVj63ub4QfSkXksR6HyGty8UeVHDGm9HQRDyn Ivw 2-1-7 3-9-9 7-0-2 2-1-7 3-9-9 3-2-8 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.53 TCDL 7.0 Lumber Increase 1.25 BC 0.39 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2010/TP12007 Matrix-M) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3 = 117/Mechanical 2 = 321/0-10-15 (min. 0-1-8) 4 = 64/Mechanical Max Horz 2 = 127(LC 4) Max Uplift 3 = 99(LC 8) 2 = 154(LC 4) Max Grav 3 = 142(LC 2) 2 = 386(LC 2) 4 = 105(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-651 /99 BOT CHORD 2-10=-146/736 NOTES (9) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 99 lb uplift at joint 3 and 154 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Scale = 1:16.6 DEFL in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.05 4-7 >999 360 MT20 244/190 Vert(TL) -0.15 4-7 >568 240 Horz(TL) 0.01 2 n/a n/a Weight: 25 lb FT = 20% 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 12 lb up at 1-6-1, 35 lb down and 12 lb up at 1-6-1, and 8 lb down and 52 lb up at 4-4-0, and 7 lb down and 49 lb up at 4-4-0 on top chord, and 32 lb up at 1-6-1, 32 lb up at 1-6-1, and 12 lb down and 6 lb up at 4-4-0, and 6 lb down and 6 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Segn:AO065022,Date:08/16/2013 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=44, 4-5=-20 Concentrated Loads (lb) Vert: 8=24(F=12, B=12) 9=-8(F=-6, B=-2) 10=36(F=18, B=18) 11=-15(F=-10, B=-5) William M. Ranieri, 42704 0 sS cuss ype ty y Tuskegee House Dwg No 029 726136 HJ7 Diagonal Hip Girder 5 1 Job Reference (optional) American Builders Supply, Winter Haven, FL. 33880, American Builders Supply 2-1-7 5-6-6 2-1-7 5-6-6 2X4 = Run: 7.350 s Sep 27 2012 PnnC l.35o s Sep 2 / ZU12 MI I eK Inaustnes, Inc. Fri Aug 16 11:08:51 ZU73 rage 1 I D:_kAwzN?UemvlvJpjl IfZ4BynJxw-JMPmVj63ub4QfSkXksR6HyGwN8T7VEIGm9HQRDyn Ivw r 9-10-1 4-3-11 Scale = 1:21.6 Io 5-6-6 9-9-11 9-1p-1 5-6-6 4-3-5 0-0-6 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.03 6-7 999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) 0.10 6-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2010/TP12007 Matrix-M) Weight: 41 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4 = 101/Mechanical 2 = 410/0-10-15 (min. 0-1-8) 5 = 284/Mechanical Max Horz 2 = 164(LC 4) Max Uplift 4 = 93(LC 4) 2 = 182(LC 4) 5 = 76(LC 8) Max Grav 4 = 123(LC 2) 2 = 488(LC 2) 5 = 322(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-1 1=-772/166,11-12=-747/186, 3-12=-715/192 BOT CHORD 2-14=-269/716, 14-15=-269/716, 7-15=-269/716, 7-16=-266/724, 6-16=-266/724 WEBS 3-7=0/283, 3-6=-785/288 NOTES (9) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 93 lb uplift at joint 4, 182 lb uplift at joint 2 and 76 lb uplift at joint 5. 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) 35 lb down and 12 lb up at 1-6-1, 35 lb down and 12 lb up at 1-6-1, 7 lb down and 49 lb up at 44-0, 7 lb down and 49 lb up at 44-0, and 45 lb down and 83 lb up at 7-1-15, and 45 lb down and 83 lb up at 7-1-15 on top chord, and 32 lb up at 1-6-1, 32 lb up at 1-6-1, 6 lb down and 6 lb up at 44-0, 6 lb down and 6 lb up at 44-0, and 35 lb down at 7-1-15, and 35 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Segn:A0065023,Date:08/16/2013 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=44, 5-8=-20 Concentrated Loads (lb) Vert: 11=24(F=12, B=12) 12=4(F=-2, B=-2) 13=-75(F=-37, B=-37) 14=36(F=18, B=18) 15=-11(F=-5, B=-5) 16=46(F=-23, B=-23) William M. Ranieri, PE"IFETM4 42704 OTruss Truss Type Qty Ply Tuskegee House Dvg No 030 726136 MG1 Monopitch Truss 1 1 Job Reference (optional) American Builders Supply, Winter Haven, FL. 33880, American Builders Supply i 3-9-14 Run: 7.350 s Sep 27 2012 Print: 7.350 s Sep 27 2012 MiTek Industries, Inc. Fri Augg 16 11:08:52 2013 Pagel I D:_kAwzN?UemvlvJpjl IfZ4BynJxw-nZz9i27hfuDHHclklayl-p9p7ZXorEewQ?p 1 zzgyn Iw 7-0-0 2x4 II 4x4 = 4x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.22 TCDL 7.0 Lumber Increase 1.25 BC 0.52 BCLL 0.0 ' Rep Stress Incr NO WB 0.42 BCDL 10.0 Code FBC2010/TP12007 Matrix-M) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1 = 732/0-8-0 (min. 0-1-8) 4 = 806/Mechanical Max Horz 1 = 134(LC 5) Max Uplift 1 = 258(LC 8) 4 = 302(LC 8) Max Grav 1 = 851(LC 2) 4 = 936(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1568/457 BOT CHORD 1-8=-446/1418, 5-8=-446/1418, 5-9=-446/1418, 4-9=-446/1418 WEBS 2-5=-281/1102, 2-4=-1591/534 NOTES (9) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) automatic zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 258 lb uplift at joint 1 and 302 lb uplift at joint 4. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7-0-0 Scale = 1:17.8 DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.03 5-7 >999 360 MT20 244/190 Vert(TL) -0.06 5-7 >999 240 Horz(TL) 0.01 4 n/a n/a Weight: 38 lb FT = 20% 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 49 lb up at 1-1-13, and 691 lb down and 220 lb up at 3-0-12, and 484 lb down and 152 lb up at 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Segn:AO065024,Date:08/16/2013 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 1-4=-20 Concentrated Loads (lb) Vert: 7=-88(B) 8=-596(B) 9=-416(B) LICENS r N6.42704` STATE OF William M. Ranieri, PE"19rM`# 42704 I I l I i air IN= IN i III I ApWovea Buse anchor by Wide, PlurM cut e+erherg Hodt =2x4 Si Tap = 2e4 Min Soaani = 2t4 Min. 5. 12 General Notes Dimensions shown In Feet -Inches -Sixteenths format Required Interior bearing walls shown Q heights noted Trusses may not be cut or altered In anyway wlthout prior authoduadon from ASS, Inc. Any trusses that are cut or altered without authodratlon will be repalred or replaced at the customers expense No be kcharges ofany kind will be accepted without prior review and written consent from ASS, Inc. For proper truss handling and bracing, reter to the -TFi documents "BCSIAI through B4" Any multi{lly trusses must be attached together per the engineering specifications prior to Installation Permanent and temporary bracing Is the responsibility of the truss Installer. The "Engineer of Record" for the project Is msponsl bile tor the design of the permanent bracing, the dlaphram system, shear walls, and structural elements to resist lateral loads from wind and or seismic activity. The "EOR" Is also responsible to call out the required strapping materials to sufficiently attach the trusses to the load beading structure below, to verify truss design specifications pitch, span, profiles, applied loading, wind application, etc.), and for the overall design and placement plan of the truss system. If anyjob site accidents occur Involving trusses, the Installer must Immedlatelystop work on the project and notify representative of ASS, Inc.. All trusses Involved In an accident must be Inspected by a licensed structural engineer to determine the muse of the accident The builder assumes all liability Iftrusses Involved In an accident are altered or moved In anyway before an Inspection Is completed. All decisions regarding necessary repairs or replacement of trusses will be based on the recommendation of the report submitted by the stroc W ral engineer. TRUSS PLACEMENT DIAGRAM ONLY This placement plan shows the desyrwtion rd relative I—Wn of ach truss compmrom and is to be used in conjunction with the rcanesponaing engineered truss drawings. The truss ergineeYsporwibiliyrelativetothestructurecomersssoleyorthedesign of the irMlvisual trusses and truss to cruse connections. Han ens LUS24 HHUS46 EA 13 HUS26 HHUS48 HUS28 HGUS48, HHUS26-2 HUSC48 HGUS26-2 HUSC410 HHUS28-2 THA422 HGUS28-2 THAC422 HGUS28.3 THA426 SU1-26 THA29 SUR26 THJA26 s cal eonnea nb omen I:Z91 111 1 17 ia. Bearing Elevations 8'-0" Int. Brg Height 8'-0" Brg Height 9'-4" Brg Height 0%0" Brg Height 10'-0"Brg Height 0'-0" Brg Height Loading & Design Criteria Floor Roof I Design Code FBC20107rPi2007 TIC Live Lead a 20 Mean Height 30' TIC Dead Load 10 7 vdlnd Speed 109 BIC Live Load 0 0 Building Exposure: B Uplift Design: M" CB.0 Hybrid BIC Dead Load 5 10 Building Designed As: Enclosed j] P.MEnclosed Total Load 55 07 Duration Factor 1.00 125 C Ulu., 218 Tuskegee Dr Tuskegee v8"=1'-0" 8/16113 a DB a-, 726136 William Me Ranieri, PE FL Lic # 42704 sa D JAN 2 Q14 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: i l 1 Documented Construction Value. $ 5 200 Job Address: ,j i t)sK!L@ee Historic District: Yes No Parcel ID: Description of Work: Zoning Plan Review Contact Person: i//. f Title: Phone: t-id732/ 9E% Fax: E-mail: Property Owner Information Name Phone: Street: City, State Zip: Resident of property?: Contractor Information Name // G Phone. 00-2 321 Street: Fax: r City, State Zip: giL 3/% y State License No.: Architect/ Engineer Information Name: _ Phone: Street: City, St, Zip: Fax: E- mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building, Per mit, Square Footage: / 75-V Construction Type: No. of Stories: L No. of Dwelling Units: Flood Zone: Electrical New Service - No. of AMPS: 1 Plumbing New Construction - No. of Fixtures: Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm 13 No. of heads: 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the pernvt'is released. Signature of Owner/ Agent Date Signature of Contractor,' a Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: COMMENTS: Rev 11.08 UTILITIES: P ' Contractor/Agent's Name" L,Qi.d — Q tzL Signature of Notary -State FkoE a'p .,s DXNNETTE SCOTT Notary Public - State of Florida My Cornrr. Expires Jan 16, 2018 Comn, 071760 Bonded "rouge' NXIOU Notary Assn. Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: ENGINEERING: FIRE: BUILDING: Walters Electric Inc Commercial and Residential 225 E. Wilbur Ave Date 1/22/2014 Lake Mary, FL 32746 407.321.8444 Office 407.321.2729 Fax Proposal/Contract Builder CBI Plan # 6/9/2013 Job Tuskeegee For the sum of $ 5,918.49 10 Lighting outlets 6 Paddle fan outlets 6 Paddle fan install 16 S.P. switches 10 3way switches 3 4way-switches 44 Duplex recepts 3 Exterior recepts 40 amp 120/240v cooking 40 amp Heat 240v 40 amp AC 240v 30 amp Dryer outlet 30 amp Water heater 240v 150 Amp Service Switch Type: 10 Recess cans 0 Irrigation outlet 4 Smoke detectors 1 CO2 detectors 1 Chime 2 Bath fan prewires 0 Kitchen Island 1 Dishwasher 1 Disposal 1 Microwave 0 Emergency light 1 Garage door 1'20iv 1 Garage door LV 0 Freezer outlet WHITE Toggle Notes: 150a underground service, 1 Washer outlet 0 Jacuzzi tub 20amp 0 Pool prewire 0 Pool heater 0 Coach light prewire 0 Yard light stub 1 Attic light & switch 5 TV outlets 6 Phone outlets 0 Floor outlet 0 Double flood PW 0 Double flood fixture 0 Well 50 ft distance 0 Water Softener 0 Septic Pump This bid does not include allowance for light fixtures (except noted), or installation of paddle fans, piping and wiring from building to transformer. Does include installation of light fixtures. Proposal is per prints supplied by builder/contractor Pay schedule is as follows:70% rough, 30% trim Pricing subject to -change based on current market pricing. If you wish to ep this o I, sign and return py to Walters Electric Inc. within 15 days Accepted b Date/ I Application No: 3— / (P CITY OF SANFORD BUILDING & FIRE PREVENTION 13 Y j 6`i PERMIT APPLICATION Oro Documented Construction Value: $ o y p® Job Address: 7— 1 9 `ToS k-f- ex- "-'_ E sr Parcel ID: Historic District: Yes No Zoning: Description of Work: a: tJ S -6. ! 1 k f g A-T' -+.- I. , 2 J - A- _ k ' ) c KL Plan Review Contact Person: /A A4u,-- n a Title: 0 W n e-r' Phone• L-f0 7 "'t0 2.- 9 3 b-2 Fax: E-mail: 6', a _%0 "4A Ite, Property Owner Information Name Street: City, State Zip: Phone: Resident of property? : jjG. Contractor Information Name M-t' 5f CL Phone: Ll o -7 _ Lfo 2 - 9 E, Z Street: C.- O 13 0"C 3 -S Fax: City, State Zip: G _ A c, U Q _F7( 2_-1 .? "L State License No.: C4C C> q `7 p Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service - No. of AMPS: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Plumbing New Construction - No. of Fixtures: Mechanical ( Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. 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 APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 Signature of Contractor/Agent Date jy . AvL k- G o .n> J Print Contractor/Agent's Name Signature oftoLary_State of Florida Date DEBBIEBLANTON Notary Public - State of Florida My Comm. Expires Feb 25. 2015 n Commission N EE 60182 Bonded Through National Notary Assn. Contractor/Agent is PersoriallyTfi—own'fo Me or Produced ID Type of ID i ( WASTE WATER: BUILDING: M&B AIR SERVICE, LLC June 4, 2013 ATTENTION: JOHN, CORINTHIAN BUILDERS 321-377-0329 REFERENCE: 218 TUSKEGEE DR. SANFORD 32771 M&B AIR SERVICE, LLC PROPOSES TO FURNISH THE MATERIAL AND LABOR NECESSARY TO COMPLETE THE ABOVE REFERENCED JOB. PLEASE NOTE TO FOLLOWING JOB QUALIFICATIONS: WORK SCOPE BASED ON BLUE PRINT PROVIDED WORK SCOPE BASED ON CURRENT MECHANICAL CODE. AIR CONDITIONING UNITS ARE TO BE'TEMPSTAR 14 SEER MODELS. 410A 1- 3 TON AIR HANDLER FXM4X3600 1- 3 TON HEAT PUMP CONDENSER N41-1336AKE 1- 5 KW ELECTRIC HEAT STRIP 1- PROGRAMABLE DIGITAL THERMOSTAT INSTALL DUCT WORK INCLUDES R/A TRANSFERS INSTALL DRYER VENTING 2- 50 CFM BATH ROOM EXHAUST FANS / VENTING LOW VOLTAGE WIRING CONDENSATE DRAIN AND REFRIGERANT LINES ENERGY CACULATIONS CITY PERMIT 1 YEAR LABOR WARRANTY, 5 YEARS PARTS FROM MANUFACTURE TOTAL: $5,400.00 PAY SCHEDULE AS FOLLOWS 60% ROUGH IN & 40 % ON TRIM ROUGH IN AND CHANGE MUST BE PAID IN FULL PRIOR TO START OF TRIM PAYMENTS ARE NET 15 DAYS AND CHANGE ORDERS NET 7 DAYS ANY ALTERATION OR DEVIATION FROM ABOVE SPECIFICATIONS INVOLVING EXTRA COSTS WILL BE EXECUTED ONLY UPON WRITTEN ORDERS AND WILL BECOME AN EXTRA CHARGE OVER AND ABOVE THE ESTIMATE. THIS PROPOSAL MAY WITHDRAWN BY US IF NOT ACCEPTED WITH IN 30 DAYS. BID PRICING SUBJECT TO CHANGE AFTER 120 DAYS, DUE TO RISING MATERIAL COST. THANK YOU FOR THE OPPORTUNITY TO QUOTE THIS PROJECT. IF YOU ARE IN AGREEMENT WITH THE QUALIFICATIONS, THE PROPOSAL COST, AND PAYMENTS TERMS. PLEASE SIGN BELOW AND RETURN TO AUTHORIZE WORK AND ACCEPTANCE OF OUR PROPOSAL. THANK YOU SINCERELY, APPROVED BY: DATE PO BOX 35 GENEVA,FL. 32732 407-402-9:362 CAC043970 3J Revision E C . IVED4 Response to Comments MAR 6 2014 Permit # 'T Submittal Date Project Address: .et- S e- Contact: Johr: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov MCA e (, / r 4 Ph: `a 1. — 3 7 , C)3 aq Fax: — Email: o-PP` C--e— (,—ZD l C drierl Cn Cam Trades encompassed in revision. General description of revision. C Plumbing Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Department Utilities Waste Water Planning Engineering _ Fire Prevention L" Building Approvals ADJUSTABLE ROLLER CARRIER IAGA. DJRASAFE ATTACHED V/ (2) 1/4' . Ile BOLT A NUT PER BRACKET s.._ CENTER HINGE A'. V/ (4) 1/4' . 3 E c.-st- HEX HEAD SCREW 16 GA GALV. RESIDENTIAL TOP ROLLER BRACKET ATTACHED V/(3> 1/4' x 3- 2DGA STRUTS ATTACHED V/ (2) 1/4' 3/4- O 3/4' HEX HEAD SCREWS PER BRACKET HEX HEAD SCREWS AT EACH CENTER STILE c TYPI L TOP FIXTUR N.T.S I SEE PAGE 2 FOR OPTION& GLAZED SECTION C 1 J\^\ STRUT AND STILE UYGUT \ TYPICAL DURASAFE CENTER HINGE/ - 1 N.T.S. C TABLESTILE 3' 20FA STRUTS ATTACHED W/ (2) 1/4' x 3/4' HEX HEAD SCREWS AT EACH END STILE 16 GA RESIDENTIAL TOP FIXTURE ATTACHED W/ 3) 1/4' . 3/4' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED V/(2) 1/4' . Ile BO_T AND NUTS SS STILE STIFFENERS (5) LDCATED IN HINGE HOLE(S) ON TOP SECTION ONLY HOLES FOR STRUT ATTACHMENT (IF STRUT END HINGE IS REDIURE) 14 GA O O O 3' x 20 GA STRUTS 2) PER SECTION TYPICAL STILE STIFFENER EXCLUDING TOP) 1) ON TOP SECTION N.T.S. 5 TABLE 1) ON PAGE 3 STRUT SPACING VENTS PROVIDE 70 SO K INSIDE ELEVATION N.T.S. 3' 20GA STRUT 62 SO. KFOR OPTIONAL VENT) OF UNOBSTRUCTED ATTACHED V/ 2) 1/4' X 3/4' AIR FLOW EACH 14 GA. DURASAFE HEX HEAD SCREWS END HINGE ATTACHED AT END AND CENTER V/ (2) I/4' x 3/4' STILES BOTTOM BRACKET 14 GA THICK ATTCHED HEX HEAD SCREWS B V/(3) I/4' X 3/4' HEX HEAD SCREWS 14GA DURASAFE ROLLER CARRIERS ATTACHED TO END STILE V/ (2) 1/4' x 3/4' HEX HEAD SCREWS PER CARRIER DoYoa 2' 7-BALL STEEL OR NYLON 2. 7-BALL STEEL OR NYLON SHORT STEM ROLLERS V/ 7/16- RETAINER FOR NON -THREADED SHAFTS SHORT STEM ROLLERS V/ 7/16RETAINER FOR NON - THREADED SHAFTS TYPICAL DURASAFE END HINGE 3 TYPICAL BOTTOM BRACKET/ ,t 1 N. T.S. N. T.S. 1) 5/16' CIA . Ir- LAG BOLT ATTACHED TO JAMB AT EA JAMB BRACKET 2 X 6 SYP OR SPF NO. 2 OR BETTER) 20 GA CENTER STILE 0 GA CALV. STEEL END STBE 7/ 18- CIA BOLT RETMLNE-/ 5/ 8'TRACK (1) PER ROLLER BELT AND NUT 2- GALV. STEEL TRACK RIVETSTRACK THK3(NESS .051' TRACK MOUNTING DETAIL N. T.S Noz 9 - bW TV O (2) ROWS OF VENTS EQUALS 15 THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM E330 AND ANSI/DASMA 108. THE PRESSURES SHOWN ON THE DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE FOLLOWING PARAMETERS (5 FEET OF DOOR WIDTH IN THE EN ZONE. ROOF AT ANY SLOPE): WIND SPEED MPH 155 141 1 134 128 122 EXPOSURE LEVEL B C I C D D MEAN ROOF HEIGHT 1 30' 15' 25' 15- 25' OTTOM BRACKET ATTACHED W/ ( 3) 1 . 3/4- HEK HEAD SCREWS O COOT. B7EL RETAINER W COOT. BTU SEAL SECTION A -A (SIDE VIEW) N. T.S NRAO( OF GRADE AIAX WD1H IB•a' DE9OM LOADS® t) A4 Ila LBS/TT /RSE[ NOTE 2 1Ra4SPEOODAT. S AND NOTES MACKS AT THIS LOCATION 1/ 4--20 TRACK SPLICE BOLTS & NUTS TO JVAB WIN (3) 5/16- DMA.. 1-5/8- TS 1) 5/16' DIA.. 1-5/e- LAC BOLT ATTACHED TO JAMB AT EA JAMB BRACKET ATTACHED W/ (1) 1/4--20 TRACK SPLICE BOLT & NUT OR ( 2) RIVETS LSEE ( TABLE 3) PAGE 3 FORJAMBBRAGETSPACINGTRACK CONFIGURATION FOR 6'6- UP TO 14' TALL DOORS N. T.S. 1. ALL THE LOAD iRd THE DOOR IS 1RANSFWRED 10 TIE VPl%A 1RA0(, FRO( TIE IRACR THE LOAD K 1RANSFFIWED TD TIE TERTCA JAMBS THE - 1- OR HEADER REc— ND rolrn. R TIE LOAD RED, FROM TIE DOOR. it - pW'%R1O NAIDNOM DE901 LOADS K: 1 DOORS AND .—ARE BEL BE DESIGNED. MAWFAcnJRED AND NSTA(liD WTH STANDARDS AS SET FOITN RY DASMA 4. DOdt SEC1gN5 W- BE.. G. M.M. (.01R') ROUE) FORMED U.T CIRYEROA OUAUTY T SUPPOTTNC STRUDTURA -ENT, SHAL BE DESIGNED BY A IEGSTRED PRI-Sy.A ENGMEER F. WND LOADS BIDIOATED ON INS OGWNG N -TON TO OTER LOAWGS. 6 REFER TO TABIES ON THE PACE 3 FO11 ADDf-AL DOGe AD1N5 AND THEIR PER. PRES9AE5 Ou E UPDAiFD'CURIG DPDD6 -..- - - --- 11/6P2 1 R)R 16SI WIDTH ,Oal le HEIGHT 'yyx"^ Ps^ Y< OOCN NEIO(t £_ E MSUR RISIi...fi 02 RC. T WIIA N(] 0048570 . iT V O wwia2DESIGN LOADS w- 21. 8 PSF 24. e PSF OF 94LOADS 32. 7PSF -0", R 1..n%•`r,\, 37.2 PSF BB f A(](L)-A-l o, E 2 arf11511iGBS1`j, FL AQa. rr 10 CARRICE C0.eT VINSTOFSAEM NZ M05 MODEL /650 OAK SUMMIT w/DuraSafe MODEL /600 STRATFORD w/Dw&Safe MODEL /950 HERITAGE w/Dur&Safe Short. Long. Flush & Oak Summit Panel's SU DRAM BY OLI DAZE OH/Is)D3 MAUL NBNR B own BY Am I DAE 01/Is/D3 IRC-6016-120- MTI OF B B 3. 20GA STRUT LOCATED ON THE TOP AND BOTTOM OF GLAZED SECTION ATTACHED W/(2) 1/4' % 3/4' NE% HEAD SCREWS END AND CENTER STILES OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) B B B e OPTIONAL LONG PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) LONG PANEL GLAZING OPTION AVAILABLE ONLY ON DOORS 15'0 TMROLXRI 15.0 MOE. DOORS LESS THAN 15'0 MOE NUST USE SHORT PANEL GLAZING OR CLOSED SECTIONS WOOD JAMB ATTACHMENT TO STRUCTURE 6 VERTYCAI IAMB ATTACHMENT TO VDO FRAME STRUCTURE SCREWS STARTING 6' FROM ENDS THEN 24' O.C. (1 1/2' EMBEDMENT) P X 6 VERTICAL lAMH ATTACHMENT TO 2.000 PSI CONCRFTF HILTI KWIK BOLT 3/8' X 6' STARTING 6' FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 24' D.C.(1 1/4' EMBEDMENT) ITW/RAMSET REDHEAD (TRU-BOLT) 3/8, % 4' STARTING 6' FROM ENDS THEN 24' D.C. (2 1/2' EMBEDMENT) P % 6 VERTICAL lANH ATTACHMENT TO HOLLOW [-90 BLOCK SIMPSON 1/4' % 3' TITEN SCREWS STARTING 6' FROM ENDS. USE PAIRS OF FASTENERS 3' APART) AT 16' D.C. (1 1/2' EMBEDMENT) HILTI 1/4' % 2-3/4' KWIK-CON II. SCREVS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 16, O.C. (1 1/4' EMBEDMENT) P % 6 VERTICAL WMB ATTACHMENT TD GR LATE C-9p BLOCK (2DOO PSI GROUT) HILTI SLEEVE ANCHOR 3/H' % 2-3/4' STARTING 6' FROM ENDS THEN 24' D.C. (1 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK) LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. PREPARATION OF WOOD JAMBS BY OTHERS WOOD CONCRETE IHOLLOW BLOCK GROUTED BLOC i STRUCTURE STRUCTURE IL. ISTRUCTURE STRUCTURE W Z IF-1I 2-3/1' MIN 1 2X6 JAMB TYP. 3' MIN P10Z 9 ayW OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) 18-1/81— 38-1/8, 2 ' T 2- '3 2 5 3 2 SHORT PANEL GLAZING FASTENER DETAIL LONG PANEL GLAZING FASTENER DETAIL NTS, N.T.S. GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING MEETS ASTM E1300-04 O—Frame WINDOW FRAME OPTIONAL Decro INSERTSWITHUVPROTECTIONWITHUVPROTECTION GLA MIN. SS 3/32- THICK SSB LEY CESC6 MN IF WVWIS DAIS BY A LPDAIED 80TIOY WA= WMUTOM 07%05/DS OU 001 R % 3/4' vAn HEAD SotEM, - ADDED OWSMRI AND GAM ww Ar Ewa 5H0m vANn ww0ow nw E B BEm WIE 6 A T EAcl LOsXNGPmmREADIRAN,RNEE MOLDED INSIDE FRAME C RyM TAKE 5, MOD 7 057Z75 SECTION B—B 0 MD MOD TABLE & TW CONIDIRAPORS a l 2 + E ADDED NYLON 1A BY= 11/6/12 IDR AVAILABLE TRACK CONFIGURATIONS N.T.S. s won 14' HEIGHT Nti optBpaOnA/A s' e" L. SHE(rMt, e,A 000R NO., ps o OoIT LARTATKAa w E 1`U^: V °, g DESIGN LOADS 21.8 PSF 24.8 PSF v o E= TEST LOADS 32.7 PSF 37.2 PSF pry.?,a 3N FL 10 CARRIAGE COURT VINSTCNSALEK NG 27103 MODEL /650 OAK SUMMIT w/DuraSafe MODEL /600 STRATFORD w/DuraSofe MODEL /950 HERITAGE w/D Ira .. Short, Long, Flush & Oak Summit Panel's IN DRAIN BY DUI DAIE 04/ISM3 MAVE KIM B owED eY Am I DAIS ix/Is/Di IRC-6016-120- 90 2 OF 3 TAR] G 1 DCCR STRffSPAC]BXi(BASED CN RE00AMEf•L® SECi1CN Q78FKA.RATICN TOP FEIGHT A B C D E F G H I J K L M N T 6 6' 512' 1811 251/7 35 V4" 431/7 541/4" 671/7 7 0 5117 181/4" 2512' 39114" 461/7 601/47 7312' 76- 5117115 14" 2212' 33 V47 40 VT 51 114' 581/7 691/4" Bi'• 6 0" 5 VT 118 114" 2512' 361/4' 431/7 541/4" 61 1/7 72 1/4" 8.5 l/T 6 T 512" 181/4' 2512' 39 V4' 46 VT BD 1/4" 67 VT 781/4 91 1/z 9 P 51/Z 151/4" 2212' 33 iX 401/2- 51 1/47 5812' 691/4 76 VT 871/4' 99' 96' 51/7 1181/4" 2512' 361/4 4312. 541/4" 61 12' 72114' 7912' 901/4" 1031/7 100" 512' 18114" 2512' 39114' 46172, 651/4" 6712' 781/4" 8512 96114' 10912' 106' 512' 181/4" 2512' 391/4" 461/2' OD1/4" 671/T 811/4" 88W 1021/4" 1151/I' 11. 9 512' 181/4' 251/7 361/4" 431/2" 541/47 61 1/7 72114' 79 VT 901/4' 9712' 1081/4" 121 VT 1T6 512. 181/4" 2512' 391/4" 46 Vz 60 lbr 67117 781/4 A5 VT 96114- 10312' 1141/4" 127 VT lz 0' 1Z6' 13 0' 13 6' 512. 51/ 2' 512" 512. 18114' 181/ 4' 181/ 4" 181/4" 2112' 2512' zs 17 2512' 391/ 4' 361/ 4" 3391/4" 391/4" 4s 12' 431/T 46 V2 4612' 5460 V4" 1/ 4" 601/4. 60 ix 6712' 61 12' 6712' 6712' 81 114' 721/ 4" 781/4" 81 1/ 4- 8812" 7912" 8512' 8817T 1102114' 1021/ 4" 90114' 961/ 4 10912' 971/ 2' 103 12' 10912' 1120114' 12D 1/ T 1081/ 4" 1141/4" 11512' 121 VT 1271/ 7 1251/4" 1321/4" 1391/4' 133172' 13912' 145 V2' 151 1/ z' 140' 51(2" 18114' 251/7 391/4' 4612' OJ 1/4" 6712' 81 1/4" 88 VT 102111V 1091? 1231/4" 13D VT 1441/4" 157 VT TABLE 2 Noz 9 bdW TABLE 3 DOOR TRACK ATTACHMENT ISPLICE HEIGHT A 8 1 C D G H S 6- 6" 10" 21" 38- 58" 70" T 10" 21' 38" 58" 76" T 6" 10" 18" 36" 54" 82" 8' 10" 21" 39" 57" 172-9(r 88, 8'6' 10" 21" 42" 63' 94" 9' 10" 18" 36' S4" 100" 9' 6" 10" 21" 39" 57" 106" 10' 10" 21" 42" 63" 112" 1016" 10" 21'• 42" 63" 84" 105" 118" 11' 10" 21" 39" 57" 75" 93" 111" 124" 11'6" 10"63" 81" 99" 11T' 130" 12' 10" 21" 42" 63•• 84" 105" 123" 136" 12T 10" 21" 39" 5T' 75" 93" 111" 129" 142" 13' 10" 21" 42" 63" 81' 99" 117" 135" 148" 13. 6" 10" 21" 42" 63" 84" 105" 123" 141" 154" 14' 10' 21" 42" 63 84' 105" 126" 147 160" 1 T na1MLNT '—' V/ 4 6uoRco WITH SYP OR SPFMO. 2 OR BETTER ONLY iCffi'>•L7ESilli".•Sill'dllflfl' FdfJ flidl°J iGi:a'TTII•".'d' LF'S'iJYF37'J mmmanl-rvm" T mmm 0mmmEmm rmy'r"M® NMWEN WKNNUMN=mm M= mm mmm 0Nmmmmm ifJSJ• ter•- s!' id mama namcr„nr,ryy R• AAA®® AEY I DE41 PTIOI BE RE"m BATE Ifff A I.PBAIED BBlldl W.9w IfO9WTAA1 -/-/ BO ABOFD BA@ANT AND DAM OMM IPMIED DAt71C tpAC/6 ••••• .. 11/6/12 NTR MAX SIZE i9;;9=' A161D89F.• 16' WIDTH zz oJr14' HEIGHT OG CE] WNT _ '.<'.1 e-,^,E 91 :-ram•., •,:jne owT u.iT TiasRA::r Pao i3 zr; .. •.•:,: ESICN LOADS 21.8 PSF ; tt? ' 24.8 PSFv ST LOADS wg r:`•,` ^ 7 =.,^• 32.7 PSF '- o+,, C; G•' 37.2 PSF gN FL rs °•L.. LE9Agt' 2karr V 165 CARRTAG[ C01tT VINSTp1- SAI.ER, NC. 27105 MODEL #650 OAK SUMMIT w/DuraSafe MODEL #600 STRATFORD w/ DuraSafe MODEL 1950 HERUAGE w/ DuraSafe Short. Long, Flush & Oak Summit Panel's WE OU71 BY RA 811E 01/15/61 DtA IG RAW B DEauB BY AAE I DATE a/150 1 IRC-6016-120- 98T 3 OF 3 Florida Building Code Online Page 1 of 4 r& £ BCIS Home 1 Log In User Registration Hot Topics Submit Surcharge j Slats & Facts Publications FBC Staff BCIS Site Map Links Search Business Product ApprovalProfessi©al3' USER: Public User teeg l ;` l Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # FL5302-RS Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Amarr Garage Doors Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 336) 251-1309 danny.joyner@amarr.com Authorized Signature Brandon Gentle brandon.gentle@amarr.com Technical Representative Brandon Gentle Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 336) 251-1308 brandon.gentle@amarr.com Quality Assurance Representative Danny Joyner Address/Phone/Email Amarr Garage Doors 16S Carriage Court Winston-Salem, NC 27105 djoyner@amarr.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies 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 the Thomas L. Shelmerdine Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 01/01/2015 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5392.,._95,,,,,Q0I,..,.$totem at,,,Qf.Indepen.{f.n.m.p 2013.04 Referenced Standard and Year (of Standard) Standard Year ASTM E 330 2002 DASMA 108 2005 Equivalence of Product Standards Certified By Sections from the Code l I n11 Product Approval Method Method 1 Option D Date Submitted 08/26/2013 N CD Date Validated 09/19/2013 Date Pending FBC Approval 11/07/2013 Date Approved 12/13/2013 Summary of Products http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDqunL7seV ZMFLLe00ys... 3/6/2014 Florida Building Code Online Page 2 of 4 FL Jt Model, Number or Name Description 5302.1 Stratford (M600); Heritage (M950); Oak Dwg. IRC-6009-110-11,Thru 9' wide. Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R5 II IRC-6009-110-11 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: +19.1/-22.6 Evaluation Reports Other: Design Pressure +19.1/-22.6, Not for use in HVHZ. Glazing FL5302 R5 AE IRC-6009-110-11 Report 7-10 FL.odf option shall not be used in wind-borne debris region unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement door. 5302.2 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6009-500-11, Thru 9' wide. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R5 II IRC-6009-100-11 drawing 7-1O sealed pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.8/-18.7 Evaluation Reports Other: Design Pressure +15.8/-18.7,Not for use in HVHZ. Glazing option FL5302 R5 AE IRC 6009 100-1i report 7-10 sealed.pdf shalt not be used in wind-borne debris region unless structure is designed Created by Independent Third Party: Yes as partially enclosed or door is a replacement door. 5302.3 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6009-120-15,Thru 9' wide. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302_R5_II_ IRC. 6009. 1.20.__1.5„_Drawng..7--S0,-FL,pdf Approved for use outside HVHZ: Yes Verified By: TON SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +22.8/-26.9 Evaluation Reports Other: Design Pressure +22.8/-26.9, Not for use in HVHZ. Glazing FL5302_RS_AE_IRC,;6..0...0..9. 120_-15,Re.p..o...rt._7-10._FL,pd..f option shall not be used in wind-borne debris region unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement door. 5302.4 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6009-130-15, Thru 9' wide. Limits of Use Installation Instructions Approved for use in HVHZ: No FL2a0 RS II IRC-6009-130-15 Drawing 7-10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +26.7/-31.6 Evaluation Reports Other: Design Pressure +26.7/-31.6, Not for use in HVHZ. Glazing FL5302 R5 AE IRC-6009-130-15 Report 7-10 FL pdf option shall not be used in wind-borne debris region unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement door. 5302.5 Stratford (M600); Heritage (M950); Oak Dwg. IRC-6009-140-15, Thru 9' wide. Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R5 II IRC-6009-140-15 Drawing 7-10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant; No Created by Independent Third Party: Yes Design Pressure: +31.0/-35.1 Evaluation Reports Other: Design Pressure +31.0/-35.1, Not for use in HVHZ. Glazing FL5302 R5 AE IRC-6009_,140-15._Report 7--10_FL,pdf option shall not be used in wind-borne debris region unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement door. 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 FL5.392,,,_RS,,,,II_._IRC„6009 1.5,0-1._5__Drdwing,_7.-1.0._FL,pdf 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. Glazing FL 302 R5 AE IRC-6009-150-15 Report 7-10 FL.pdf option shall not be used in wind-borne debris region unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement door. 5302.7 Stratford (M600); Heritage (M950); Oak Dwg. IRC-6009-169-15,Thru 9' wide. Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL 302 R5 II I„ RC-6009-169 15 Drawinq 7-10 FL.pdf 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 t Other: Design Pressure +45.3/-51.2, Not for use in HVHZ. Glazing FL5302 R5 AE IRC-6009-169-15 Report 7-10 FL.pdf option shall not be used in wind-borne debris region unless structure is Created by Independent Third Party: Yes !— lareplacementdesignedaspartiallyenclosedordoorsarepc door. ii 5302.8 Stratford (M600); Heritage (M950); Oak Dwg. IRC-6016-100 15, 10' 7hru 16' wide. .TJ Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302_R5 II IRC-6016-100-15 Drawln 7-10 FL.pdf N Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 O 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. Glazing FL5302_9S_AE_IRC..6..016.-100.-15_Re.p.ort..1-10-FL,pdf option shall not be used in wind-borne debris region unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement door. 5302.9 1 1 Dwg. IRC-6016-110-15, 10' Thru 16' wide http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7seV ZMFLLe00ys... 3/6/2014 Florida Building Code Online Stratford (M600); Heritage (M950); Oak Summit (M650) Page 3 of 4 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R5 II IRC-6016-110-15 Drawing 7-10 FL.pdf 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. Glazing FL53 2 R5__AE- IRC-6016-IIQ-15 Report 7-10 FL.pdf option shall not be used in wind-borne debris region unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement door. 5302.10 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6016-120-15, 10' Thru 16' wide. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302._R.5.._II_I_RC-6016-120...-_1.5.-Drawng..7„-.1,0,_FL,_pdf 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. Glazing FL5.39.2_R5_A.E__IRC.-6..0.16-_120,-15._Re.pgrt._7-10_FL,.pdf option shall not be used in wind-borne debris region unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement door. 5302.11 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6016-130-15, 10' Thru 16' wide. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R5 II IRC-6016-130-15 Drawina 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: +25.6/-29.1 Evaluation Reports , Other; Design Pressure +25.6/-29.1, Not for use in HVHZ. Glazing FL5302 R5 AE IRC-6016-130-15 Report 7-10 FL.pdf option shall not be used in wind-borne debris region unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement door. 5302.12 Stratford (M600); Heritage (M950); Oak Summit (11650) Dwg. IRC-6016-140-17, 10' Thru 16' wide. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R5 II IRC-6016-140-17.0 Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30.1/-33.8 Evaluation Reports Other: Design Pressure +30.1/-33.8, Not for use in HVHZ. Glazing FL5302 R5 AE IRC-6016-140-17 report 7-10 sealed.pdf option shall not be used in wind-borne debris region unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement door. 5302.13 Stratford (M600); Heritage (M950); Oak Dwg. IRC-6016-140-24, 10' Thru 16' wide Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302..__R_$...-II,IRC„60-16-140..24 ..ra..wing._7-10,_seal,gQ,.pQf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +29.7/-33.8 Evaluation Reports Other: Design Pressure +29.7/-33.8, Not for use in HVHZ. Glazing FL 2 RS AE IRC-6016-140-24 report 7-1Q_ ge ilgd_pdf option shall not be used in wind-borne debris region unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement door. 5302.14 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6016-145-24, 10' Thru 16' wide. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R5_„II IRC-6016-145-24 drawing 7-10 sealed.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 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. Glazing FL5302 R5 AE IRC-6016-145-24 report 7-10 sealed.pdf option shall not be used in wind-borne debris region unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement door. 5302.15 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6018-110-15, 16'2 thru 18' wide. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 RS II_IRC 6018 110-15 Drawin 7 _S0._FL.pdf Approved for use outside HVHZ: Yes 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. Glazing FLS...3..02_RS_AE_IRC-6018.-,1,10.-15__Re_port._7-10_FL,.pdf option shall not be used in wind-borne debris region unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement door. 5302.16 Stratford (M600); Heritage (M950); Oak Dwg. IRC-6018-120-15, 16'2 thru 18' wide Summit (M650) ri Limits of Use Installation Instructions TJ Approved for use in HVHZ: No FL5,3.02.._R.S..,,II,,,_IRC-.6.Q18.-1.20,:_1.5._Drd...wing„7,__S.Q,.,FL,pdf 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 fV Other: Design pressure +21.6/-24.5, Not for use in HVHZ. Glazing FL5.302 R5 AE„ IRC-6018-120-15 Report 7-10 FL.pdf O option shall not be used in wind-borne debris region unless structure is Created by Independent Third Party: Yes p designed as partially enclosed or door is a replacement door. Bask Next http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7seVZMFLLe00ys... 3/6/2014 Mtzpphig, PLC May 16, 2014 City of Sanford Building Division 300 North Park Avenue Sanford, FL 32771 RE: , Parcel Id: 35-19-30-523-0000-0030 218 Tuskegee Drive / DSW Project No. 140927 To Whom It May Concern: This is to certify that the finish floor elevation of the structure locate at 218 Tuskegee Drive, Sanford, FL is 28.8 based on NAVD 88 datum) based on field data obtained by this firm, on May 15, 2014. If you have any questions or need additional information, please contact our office. Sincere Douglas. S4illis, President P.S.M. 5984 THANK YOU FOR THE OPPORTUNITY TO PROVIDE OUR SERVICES. P.O. Box 187, Sorrento, FL 32776 PH: 352-735-3796 or 855-DSW-1390 Fax: 877-379-4495 www.DSWSURVEYS.COM order@dswsurveys.com Copy to: Amber Corville — Corinthian Builders amber@cbiamerica.com tl.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATEFEDERALEMERGENCYMANAGEMENTAGENCY OMB No. 1660-0008 National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name BETTY & THOMAS CLARK Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number. 218 TUSKEGEE STREET City SANFORD State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) PARCEL IDENTIFICATION # 35-19-30-523-0000-0030 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 28.48.01.3 Long.-81.17.38.8 Horizontal Datum: NAD 1927 (0 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) NA sq ft a) Square footage of attached garage 500+- sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade NA within 1.0 foot above adjacent grade NA c) Total net area of flood openings in A8.b NA sq in c) Total net area of flood openings in A9.b NA sq in d) Engineered flood openings? Yes No d) Engineered flood openings? Yes No SECTION 8 - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State 120294 CITY OF SANFORD SEMINOLE COUNTY FL B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12117C 0070 F 09-28-2007 Effective/Revised Date Zone(s) AO, use base flood depth) 09-28-2007 X NA 51 U. Inolcate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89. FIS Profile ® FIRM Community Determined Other/Source: B11. Indicate elevation datum used for BFE in Item B9: NGVD 1929 ® NAVD 1988 Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date: NA CBRS OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, VI-V30, V (with BFI=), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: 8045601 (28.794') Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. O NGVD 1929 ® NAVD 1988 Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 28.8 feet meters b) Top of the next higher floor N.A feet meters c) Bottom of the lowest horizontal structural member (V Zones only) N.A feet meters d) Attached garage (top of slab) 28.5 feet meters e) Lowest elevation of machinery or equipment servicing the building feet meters Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 28.4 feet meters g) Highest adjacent (finished) grade next to building (HAG) 28.5 feet meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 28.5 feet meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a Check here if attachments. licensed land surveyor? ® Yes No Certifier's Name Douglas S. Willis License Number 5984 Title Surveyor Company Name DSW Surveying 8 Mapping, PLC Address 529 al osa Trail City Sorrento State FL ZIP Code 327 6 SignatuV Date 05-15-14 Telephone 352-735-3796 FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 218 TUSKEGEE STREET City SANFORD State FL ZIP Code 32771 Company NAIC Number. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments THERE IS ONLY AN A/C PAD AT THIS TIME. THE PAD IS AT 28.5' 35-19-30 (14.09 l Signature Date 05-15-14 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is _._ feet meters above or below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is _ _ feet meters above or below the LAG. . E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor elevation C2.b in the diagrams) of the building is ._ feet meters above or below the HAG. E3. Attached garage (top of slab) is : _ feet meters above or below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _._ feet meters above or below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable dem(s) and sign below. Check the measurement used in Items G8-G10. In Puerto Rico only, enter meters. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G10) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: feet meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: feet meters Datum G10. Community's design flood elevation: feet meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6, IMPORTANT; In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt.. Unit. Suite, and/or Bldg. No ) or P.O. Route and Box No. Policy Number: 218 TUSKEGEE STREET City SANFORD State FL ZIP Code 32771 Company NAIC Number. If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. 05-15-14 Front, Side, & Rear Views FEMA Form 086-0-33 (7/12) Replaces all previous editions. BOUNDARY SURVEY DESCRIPTION (As Furnished) LOT 3, ACADEMY MANOR UNIT TWO, according to the plat thereof as recorded in Plat Book 16, Page 24 of the Public Records of Seminole County, Florida, FOUND 1/2" IRON ROD & PARCEL IDENTIFICATION CAP STAMPED PSM # 3382 # 35-19-30-523-0000-0030 FENCE CORNER IS FOUND 1/2" IRON ROD & 9.3' S. AND 2.6' W. CAP STAMPED PSM # 3382 END OF FENCE IS N 89'30'20" E 69.62'(m) FENCE CORNER IS 9.3' S. AND 5.4' E. N89'41'25"E 70.00'(p) 6.7' S. AND 0.4' W. CABLE O PHONE O RISER RISER X G G LOT 3 9.4' Q t DO x wEu- O x LOT 2 & 3 " o2 x I moo 1 No o ' mmo0 z 0 O " O z FOUND "X-CUT" IN WALK' NO IDENTIFICATION BACK OF WALK IS 2.1' N. END OF FENCE IS 4.8' N. AND 1.2' W. AREAS OF INTEREST: 1 DRIVEWAY EXTENDS THROUGH EASEMENT PAD I 9.6' QL II N SINGLE STORY U RESIDENCE # 218 Z wo 5.7' e a z ova 10.3' I a n O 0 0 00 N z O O 1 n 21.3' I 9.6' I DRIVE 1 N (V 10' D.U.E. 90'0000 W 0.00'(1 D°D° N 89'57'02" W170:20'(m) 2' CURB & EDGE OF PAVEMENT TUSKEGEE STREET 50' PLATTED RIGHT OF WAY 21' ASPHALT ROADWAY NOTE: SUBJECT PROPERTY APPEARS TO HAVE SEWER AND WATER SERVICES. CERTIFIED TO: SEMINOLE COUNTY BOCC BETTY AND THOMAS CLARK Based on the FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, Seminole County, Florida, Community Panel Number 120294 0070 F, last dated 09/28/2007, it appears from a scaling of said map that the land described hereon is shown to be in Zone "X", AREA OF MINIMAL FLOODING) Said mop is not a Survey and no responsibility is taken for the information contained in or the accuracy of the above referenced map. 1. This Plat represents a Boundary Survey of the description as furnished DSW Surveying and Mapping, PLC. per client's instruction and makes no claims regarding ownership or rights of possession. 2- Bearings shown hereon are based on the SOUTH line of Lot 3 Being N 90'00'00" W. PER PLAT. 3. This surveyor has not searched the public records or abstracted the fond shown hereon for easements, right of ways, covenants and restrictions or other pertinent documents which may be found in the public records of this county. This research was not included in the scope of services of this firm. 4. The relative distance accuracy for boundary dimensions shown hereon is in excess of 1 Foot in 10,000 Feet, 5. Underground improvements and utilities have not been located. 6. This survey performed by DSW Surveying and Mapping. PLC. is for the singular use by the clients named hereon for the express stated purpose listed hereon. This drawing is not legally binding without my signature and original raised embossed sea). No third party is authorized to use this drawing in any way, and this surveyor shall not be held liable for damages resulting from the unauthorized or illegal executions or attempts at circumventing prescribed lows or professional fee payments. All plats, reports, notes, plans, specifications, computer files, field notes or data, other documents and instruments prepared by this firm as instruments of service shall remain the property of this firm. This firm shall retain all common law, statutory and other reserved rights, including the copyright thereto. The original Of this drawing remains the property of DSW Surveying and Mapping. PLC. 7. Building ties, Fence ties, Etc. are not to be used as a way to reconstruct boundary line location. PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM ««•• PROFESSIONAL SURVEYORS AND MAPPERS CERTIFICATION OF AUTHORIZATION #LB7945 Ja V V 32529 Olorida o Trail Sorrento. Florida 32776 Surveying & Phone: (352) 735-3796 Mapping, PLC JOB NO. 14.0927 Sheet 1 of 1 LOT 4 FOUND "X-CUT" IN WALK NO IDENTIFICATION N90'00'00"E 132.00'(p) S 89'57'38" E 131.97'(m) FOUND "X-CUT" IN WALK NO IDENTIFICATION BACK OF WALK IS 1.8' N. (ON) END OF FENCE. 2.5' N. AND 0.6' E. FOUND "X-CUT" IN WALK NO IDENTIFICATION 1.0' S. AND 0.0' E. REVISIONS AND ADDITIONS SCALE: 1 " = 30' Light Pole y Y7,-D = Fire Hydrant p = Delta (Intersection Angle) DENOTES CONCRETE R Radius L = Arc Length WF = Wood Fence U.E. = Utility Easement M) = Measured PC = Point of Curvature CBW = Concrete Block Wall PT = Point of Tongency PI = Point of Intersection PB = Plot 800k CNF = Corner Not Found PG (S) = Page(s) OHUL = Overhead Utility Lines PRC = Point of Reverse Curvature POS = Point of Beginning CLF = Chain Link Fence POC = Point of Commencement A/C = Air Conditioner 0) = Per Description R/W = Right -Of -Way BSL Building Setback Line PCC = Point of Compound Curvature = Denotes Utility Pole P) Per Plot 6 CL = Centerline Well COL. = Column Da = Water Meter TYP, = Typical Covered RP = Radius Point R) = Radial CNA = Corner Not Accessible NR) = Non Radial C) = Calculated BFE = Bose Flood Elevation D.U.E.- Drainage & Utility Easement PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM DRAWING: 14.0927.DWG SURVEY DATE: 05/15/14 INTENDED DISPLAY SCALE: 1" = 30' DRAWN: HSY EXPECTED USE OF THIS LAND: RESIDENTIAL PURPOSES IT IS CERTIFIED THA,% q 8BY REPRESENTED HEREON MEETS OR EXCEEDS THE MINfMU t TIC C 1f SY'XNDARDS AS SET FORTH IN CHAPTER 6 N QATWaADMINISTRATIVECODE, PURSUAKFO 7FLORIDA STATUTES. NOT VALID WFiHO URE:AND THE ORIGINAL RAISED SEAL OF J dFLJ a SURVEYOR AND MAPPER 3 < Its• , T/V v\ DOUGLAS S. WILLh3,r„ Qi;;C, Registration # 5984 FOR THE FIRM 1i4l N 0V MAIN Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name. 4, fix KcProject Address: Building Permit #: Electrical Permit # i —J7 In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. The facility will not be occupied until a certificate of occupancy has been Issued. 2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate Of"OCCLipancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the 1 jurisdictionwill not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 3. The building or structure shall be weather tight and Secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking niecharilsin (approved by the NIIJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. S. If provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on the system prior to pre -power. 0. This pre -power approval is valid for a maximum of 180 days ftom date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. Z Print Name of. e -/Te ant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: ve) V/ 1 Cifps Print Name of Gen. Contractor Signature of Gen. Contractor Gen. Contractor License # CALLED INTO: o Progress Energy Rev. 3/ 27/07) Print Name of El. Contractor Si n iature ofE.I. Contractor FL Contractor License # o Florida Power and Light on