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1401 Court St 18-1492; NEW SFH
CITY OF J Sk1 F011RD uilding & Fire Prevention Division AR 23 2Qia PERMIT APPLICA TION FIRE DEPARTMENT Application No: Documented Construction Value: $ 1 Z1 Z O—1 -T • &C 1401 Court Street, Sanford 32771 Job Address: Historic District: Yes No Parcel ID: 31- 19-31-504-0700-0010 Residential Commercial Type of Work: New 2 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Construction Plan Review Contact Person: Phone: 321- 299-6589 Matthew Patterson Name Cypress Holdings, LLC Street: 4925 Red Brick Run City, State Zip: Fax: 407- 650-2879 Sanford, FL 32771 Name David Ferri Street: 4925 Red Brick Run City, State Zip: Sanford, FL 32771 Title: VP E snail• cypresshomebuilders@gmail.com Property Owner Infor• ition Phone: 407- 616-5997 Resident of property? ; NO Contractor h iormation Phone: 407- 616-5997 _J1 407- 650-2879 Fax: State License No.: CBC1262052M Architect/ Engineer Information Name: T.S. CHEHAI- Phone: 14o-?) 521-1us'3 Street: 531 3; %A`Tf- 190A D 4"3 4:14 woo ooFax: City, St, Zip: ALTAM©N TE SPRINGS , -1, 3 2--7 04 E-mail: rci i Tpios @ uo L - c.oM Bonding Company: N/ A Address: Mortgage Lender: Address: N/ A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, - CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61" Edition (2017) Florida Building Code O Revised: January 1, 2018 ^ _'-"--' ' ` — Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 3 23i Signature of Owner/Agent te Print Owner/Agent's Name Z3 / gnatu o' q -- a e Of on a to LISA ANTONINI Notary Public - State of Florida My Comm. Expires May 21, 2018 Commission # FF 125242 Owner/Agent is Personally Kn9xvn to Me or Produced ID Type of ID , —Z CD e-, 3 L,- 4 /e- LSW16ure of Contractor/Agent Date Print Contractor/Agent's Name e LISA ANTONINI Notary Public - State of Florida My Comm. Expires May 21, 2018 Commission # FF 125242 Contractor/Agent is, Personally Known to or Produced ID 1 Type of ID ff:[ be — BELOW IS FOR OFFICE USE ONLY Permits Required: Building © Electrical [R Mechanical [3 Plumbing® Gas Roof Construction Type: y g Occupancy Use: 2.3 Flood Zone: Total Sq Ft of Bldg: Z S 2c? Min. Occupancy Load: 13 # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Z%5, of Heads UTILITIES: FIRE: Plumbing - # of Fixtures 1 (,. Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5F yZ 2S• i$ Revised: January 1, 2018 Permit Application CfiY OF m NSRDFOZ, uilding & Fire Prevention Division PERMIT APPLICATION FIRE DEPARTMENTT pplication No: ML Documented Construction Value: $ 189, 500.00 1401 Court Street, Sanford 32771 Job Address: Historic District: Yes No 31- 19-31-504-0700-0010 Parcel ID: Residential Commercial Type of Work: New 2 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Construction Matthew Patterson VP Plan Review Contact Person: Title: Phone: 321- 299-6589 Fax: 407- 650-2879 Er- ail:cypresshomebuilders@gmail. com Property Owner Infor• ition Name Cypress Holdings, LLC Phone: 407- 616-5997 4925 Red Brick Run NO Street: _ Resident of property.? City, State Zip: Sanford, FL 32771 Contractor Ir lormation 4'terri Name David Ferri Phone: 407- 616-5997 Street: 4925 Red Brick Run Fax: 407- 650-2879 City, State Zip: Sanford, FL 32771 State License No.: CBC1262052 Architect/ Engineer Information Name: T.S. c:IA514AL Phone:(4o`r) 521-7Us- Street: 531 Y, Z-TA'Tf- ROAD 4*5 4 :t4 woo ooFax: City, St, Zip: ALTA MON 'TE E-mail: ro i _106S 1 6Lo L , CLAM Bonding Company: N/ A Mortgage Lender: N/ A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING .YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code Revised: January 1, 2018 " ` —"' 1 -_____ __,j Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that' may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: A it Acfttb Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # ofHeads APPROVALS: ZONING: ` 13-) b UT ITIES: ENGINEERING: V'IV—IC- FIRE: COMMENTS: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application I I W I P fCg1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Matthew Patterson Firm: Cypress Holdings Address: 4925 Red Brick Run City: Sanford State: FL Zip Code: 32771 Phone: 321.299.6589 Fax: Email: cypresshomebuilders@gmail .corn Property Address: 1401 Court Street Property Owner: Cypress Holdings, LLC Parcel identification Number:31-19-31-504-0700-0010 Phone Number: 407.616.5997 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/ Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) i a w) i' OFF CIALUE ONLY ab oc...e Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-1492 Reviewed by: Michael Cash, CFM Date: April 16, 2018 N I iiiiii iilii III11 Illn Inll uul nf) liitl GRANT MALOYr SEMINOLE COUNTY THIS INSTRUMENT PREPARED BY: Name: navid N. Ferri Address: 4925 Red Brick Run Lanford. FL32771 NOTICE OF COMMENCEMENT CLERK OF CIRCUIT COURT 6 COMPTROLLER PY, 9098 Ps 1194 (1Pss) CLERK'S 0 2018033204 RECORDED 03l27l2018 0E:41:2.1 AM RECORDING FEES $10.00 RECORDED BY hdevore State of Florida County of Seminole Permit Number: 18 - 1'4 q I- Parcel ID Number: 31-19-31.504.0700-0010 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 1401 Court Street, Sanford, FL 32171 LEGAL: LOTS I+2RLK7REL:AIRPn3PC79&79A GENERAL DESCRIPTION OF IMPROVEMENT: e Construction I Single Family Residence OWNER INFORMATION: Name: Cvpress Holdings LLC Address: 4925 Red Brick Run Sanford FL 32771 Fee Simple Title Holder (if other than owner) Name: CONTRACTOR: Name: Cvpress Homes Address: 4925 Red Brick Run Sanford FL32771 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be serve as provided by Section 713.13(1)(b), Florida Statutes. Name: In addition to himself, Owner Designates To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ANOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true y knowl ge and belief. David N. Ferri ees ' nature Owners Printed Name Flow13.1 (g):' Tho owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead' State of le t County of The foregoing Instrument was acknowledged before me this I&day of Ovid , 20 by 'nJj((f I/( Who Is personally known to me r Name o[ person making stz4ement OR who has produced identificatiortype of identification produced: r'f !/f 1 i 5 [I t Application for Paved Driveway, Sidewalk or WalkwayV 'I'M wn Including Right -of -Way Use & N —1877- Landscaping i11 Right -of- ay www. sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City' s regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or * sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a ! driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction' s right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know what's belOw. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: 1401 Court St. Sanford FL. 32771 2. Proposed Activity: 0 Driveway El Walkway Other: 3. Schedule of Work: Start Date Completion Date El Emergency Repairs 4. Brief Description of Work: New SFR driveway This application is submitted by: Property Owner. Signature: ? yla tP°ae. Address: 4925 Red Brick Run Sanford FL 32771 Phone: ( 321) 299-6589 Fax: Print Name: Matt Patterson Email: cypresshomebuilders@gmail.com Date: 04/24/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor' s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. Signature: Date: 04/24/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre - pour Inspection by: Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: Site Inspected by: Date: Special Permit Conditions: November 2015 ROW Use Driveway.pdf COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100003 BUILDING APPLICATION #: 18-10000305 BUILDING PERMIT NUMBER: 18-10000305 UNIT ADDRESS: COURT STREET 1401 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: DATE: March 23, 2018 31-19-31-504-0700-0010 PARCEL: TRACT: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: CYPRESS HOLDINGS LLC ADDRESS: 4925 RED BRICK RUN SANFORD FL 32771 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE• WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 1401 COURT STREET / BEL-AIR SANFORD / SFR / PREVIOUS SFR DEMO 2011 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS N/A ROADS -COLLECTORS N/A FIRE RESCUE N/A LIBRARY N/A SCHOOLS N/A PARKS N/A LAW ENFORCE N/A DRAINAGE N/A PERSONS ARE ADVISED THAT THIS IS SEMINOLE COUNTY ROAD, FIRE/RESCUE ISSUANCE OF A BUILDING PERMIT. 00 00 00 00 00 00 00 00 AMOUNT DUE .00 A STATEMENT OF FEES DUE UNDER THE LIBRARY AND/OR EDUCATIONAL 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 DATE ABOVE, BUT NO 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 BUSINESS 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 FROM THE DATE ABOVE SCPA Parcel View: 31-19-31-504-0700-0010 Page 1 of 2 APB ff sEMTdQIE oovmy, fta on Legal Description LOTS 1 +2 BLK 7 BEL-AIR P63PG79&79A Taxes Record Card Parcel: 31-19-31-504-0700-0010 Property Address: 1401 COURT ST SANFORD, FL 32771-3916 Value Summary 2017 Tax Bill Amount $328.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 18,730 17,252 Land Value Ag Just/Market Value 18,730 17,252 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 18,730 I $17,252 Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 18,730 0 18,730 Schools 18,730 0 18,730 City Sanford 18,730 0 18,730 SJWM(Saint Johns Water Management) 18,730 0 18,730 County Bonds 18,730 1 $0 18,730 Sales r Description F Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 10/1/2017 09011 1643 21,800 Yes Vacant TRUSTEE DEED 4/1/2016 08681 1967 16,000 No Vacant WARRANTY DEED 9/1/2014 08338 0480 100 No Vacant PROBATE RECORDS 7/1/2014 08303 0085 100 No Vacant PROBATE RECORDS 12/1/2007 06883 0377 100 No Improved WARRANTY DEED 1/1/1976 01100 0963 6,000 No Improved iid'Cr,+1Ytpara'b1e Sales Land Method Frontage Depth Units Units Price Land Value FRONT FOOT &DEPTH 106.00 124.001 0 $190.00 $18,730 Building Information Permits --,---_— Property http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=31193150407000010 3/23/2018 r' Y D CITY OF SANFORD Contractor Registration Application P. O. Box 1788, Sanford, FL 32772-1788 Phone: 407.688.5150 Fax 407.688.5152 Email: building@sanfordfl.gov Date: 01-25-2018 Business Name: CYPRESS HOMES Business Mailing Address: 4925 Red Brick Run City: Sanford State: FL Zip: 32771 Business Phone: (407) 875-0800 Fax: (407) 650-2879 Email: CypressHomeBuilders@gmail.com Name of Qualifier on State License: David N. Ferri State License Classification: Certified Building Contractor State License Number: CBC1262052 aM Signature A registration fee is not required. We do not mail confirmation of registration. State Certified Contractors: State license from Department of Business and Professional Regulation. Certificate of workers compensation insurance AND general liability with the City of Sanford listed as the certificate holder. If faxed or emailed it MUST come from the insurance agent/company. Certificates from contractor's offices are not accepted. Copy of valid business tax receipt State Registered Contractors: State license from Department of Business and Professional Regulation. Current Seminole County Comp Card Certificate of workers compensation insurance AND general liability with the City of Sanford listed as the certificate holder. If faxed or emailed it MUST come from the insurance agent/company. Certificates from contractor's offices are not accepted. Copy of valid business tax receipt Specialty Contractors Certificate of workers compensation insurance AND general liability with the City of Sanford listed as the certificate holder. If faxed or emailed it MUST come from the insurance agent/company. Certificates from contractor's offices are not accepted. Copy of valid business tax receipt Control # S©G-9/ City Registration # Rev. 07.16 r JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 12/19/2017 PERSON: FERRI FEIN: 822858725 BUSINESS NAME AND ADDRESS: BELLE GRACE CONSTRUCTION CORP CYPRESS HOMES 4925 RED BRICK RUN SANFORD FL 32771 SCOPE OF BUSINESS OR TRADE: Licensed Building Contractor EXPIRATION DATE: 12/19/2019 DAVID N IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 wlrnl n^N LNI,I Ithi, JtUKt IAKY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY I ICFNSLNr: Rnnvn CBC 1262052 r. r 01111 TI\1/' !'./l\Tf1 w /r a.. t,vn\V 1. [x 1 I\f14 11J F\ Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 FERRI, DAVID NICHOLAS CYPRESS HOMES = xZ 4925 RED BRICK RUN SANFORD FL 32771 A ISSUED: 12J05/2017 DISPLAY AS REQUIRED BY LAW SEQ # L1712050000741 SEMINOLE COUNTY BUSINESS TAX RECEIPT JOEL M. GREENBERG, SEMINOLE COUNTY TAX COLLECTOR PO BOX 630 1 SANFORD, FL 32772 1 407-66S-1000 WWW.SEMINOLE000NTY.TAX VALID THROUGH 09/30/18 CYPRESS HOMES 4925 RED BRICK RUN Account #:201027 SANFORD, FL 32771 REGULATED DAVID N FERRI (OFFICER) License # - CBC1262052 Qualifier- DAVID FERRI Receipt #:10472017121304773 Amount Paid: $ 45.00 Date Paid:12/13/2017 PLOT PLAN LEGAL DESCRIPTION: LOT 1 AND 2, BLOCK 7, BEL-AIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGES 79 AND 79A, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO: CYPRESS HOMES I "PSM 3382" _ Fnd. 3" Axle FA I N. 0.52', E. 0.13' a Lot 11 Block 7 Benchmark Information - Seminole County Datum Elevation: 38.40' Seminole County Nail/Disc. Benchmark # 813370,1ElevationsarebaseduponNAVD88Datum) C U J O W u. L A j y C s 3 COIJrt 5t 1401 Court St c t: E 20th St '- N D l_ f9 Bedding So 1401 COURT STREET, SANFORD, FLORIDA 32771 2 (60' Right -of -Way) #1 Court Street Asphalt Road) 2' Curb & Gutter 17 26' `, >_ 3 Block Comer 103.48' (M) Fnd. 3/4" No Identification) IP 103.75' P Fnd. Round C.M. No Identification) Qs 49.75' ( 49.77' a 54.00' (P) lc) 9 } ab`, h O rf Proposed c, N I %ol)_ Concrete 20 0' Driveway 13.5'- 25' Building Setback Line 1.5 Proposed Porch 15.0' 2. 16.0' N:. .. :.. . 21.1':. 6 5.5''. . J 1• to.. I Proposed One Storyoi 2 ml Concrete Block LOT 2 l D Residence # 1401 Block 7NQinProposedFFE=34.82' S. WM to s. r'I 16" above crown of road) '- N Lot Drainage Type "A" .f . Proposed I.. A/C Pad 19.9 4' C? Proposed o to I Concrete____ o N c- Patio 10.0' _ N LOT 1 113' Block 7 11Manhol,_ 60' (P) r wPP 54.00' (P) wPP ti' 7' Utility Easement Fnd. %:" Rebar & Cap „PSM33827 Utility Easement r----------- Lot 12 Block 7 Lot 13 Site Benchmark Information- Block 7 1 5.59 Proposed Grade Set Nail & Disk "Trav LB 7623" in top of Curb. Elevation Elevation: 32.80' 0 Fnd. %" Rebar PSM R/ W) Cap 3382" 108. 00' (P) 108. 15' (M) O r-- oLri Lot 3 4 N Block 7 N — Lu - w_ CO om 00` O O Oo coo 0 Z Z 20' Building Setback Lin, 4`' 'a S a 2 = Existing Grade I6— Elevation Set Nail & Disk "Trav LB 7623" in face of curb. Revised Plot Plan: 04/05/18 Elevatioflj 33.43' Graphic Scale Revised Plot Plan: 2/1/18 Revised Plot Plan: 03/14/18)), Added Plot Plan: 2/1/18 Revised Plot Plan: 2/22/18 60' Original Survey: 5/8/16 Revised FIFE. 2/5/18 ff Scale: 1"=30' Field Date: 5,15/201e Date Complete( Drawn By: J.R. File Number:IS Ok ' l.C, construct Single Family house as shown on plan Legend- Meets area and dimension regulations for the C calculated PC-Pointol S Zoning district. Per Schedule J, at least one (1) CenterlinoPg. - Page B - Concrete Block 1Point CM Concrete Monument P0 B Pont of tree shall be located in the required front yard. FOR a THE srnrt FIRM Patrick K. Irelan °.`., F<nR,oP 6637 LB 7623 This Survey is mend y. use of Said Ce tilled Parties. Ths Surve NOT VALID UN' and Embossed with Surveyors Seat. Ireland & Associates Surveying, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.irelandsurveying.com Office-407.678. 3366 Fax-407.320.8165 I Conc. - Concrete P. O.L. - Point of D - Description PP - Power F. DE - Drainage Easement FIRM - Permanent Reference Esmt. • Easement Monument F.E.M. A. • Federal Emergency PT • Point of Tangency Management Agency R - Radius FFE - Finished Floor Elevation Red. • Radial Fnd. - Found R& C • Rebar & Cap IF • Iron P' Rie Rec. • Recovered L - Length (Arc) Rfd. - Roofed M • Measured Set - set '/" Rebar & N&D - Nail & Disk Rebar Cap "LB 7623" N.R. - Non - Radial Typ. • Typical ORB - Official Records Book UE - Utility Easement P - Plat WM - Water Meter P.B. - Plat Book A • Delta (Central Angla) 0- • Wood Fence - 0- • Chain Link Fence opprupnme uuuty Iomparies. Use of This Survey for Purposes other than Intended, Without Written Verification, Will be at the User' s Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Construed to give ANY Rights or Benefits to Anyone Other than those Certified. POINTS OPINTEREST- NONE VISIBLE is tsounoary burvey o+ me aoove uescroee eropeny Is e Best of my Knowledge and Beret as recently Surveyed i the Date Shown. Based on Information furnished to Me iris to the Standards of Practice for Land SurveyM ii accordance with Chapter 5J-17.052 Florida 1, Pursuant tq$ @cfan 472,027 Florida Statutes. opprupnme uuuty Iomparies. Use of This Survey for Purposes other than Intended, Without Written Verification, Will be at the User' s Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Construed to give ANY Rights or Benefits to Anyone Other than those Certified. POINTS OPINTEREST- NONE VISIBLE is tsounoary burvey o+ me aoove uescroee eropeny Is e Best of my Knowledge and Beret as recently Surveyed i the Date Shown. Based on Information furnished to Me iris to the Standards of Practice for Land SurveyM ii accordance with Chapter 5J-17.052 Florida 1, Pursuant tq$ @cfan 472,027 Florida Statutes. PLOT PLAN LEGAL DESCRIPTION: LOT 1 AND 2, BLOCK 7, BEL-AIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGES 79 AND 79A, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO: CYPRESS HOMES m c0 3 D f h >y y Court St 1401 Court St t E 20,th St rD N Bedding Sa 1401 COURT STREET, SANFORD, FLORIDA 32771 2 (60' Right -of -Way) #1 Court Street Asphalt Road) 6 < l 2' Curb & Gutter i( 6 26' 8d• '\ TEL. " 9• Block Co er 103.48' (M) Fnd. 3/4" IP ) 103.75' (P) Fnd. Round C.M. No IdentifI ation (No Identification) s, 49.75' (? 54.00' (P) 49.77' (C a1c) 9 I 9 Nyr:Q O to too At, 1 v v m tri °pl•, Proposed f N N rgJJ Concrete on n I Driveway 13.5' • 25' Building Setback Line Proposed Porch c1 5.0' 2. 16.0' .. . m 21.1':. ao U Uri .'. 5.5''. :. .:. NMi:. I Proposed One Story M g I b,:' Concrete Block to LOT 2lL10Residence # 1401 • N m' Proposed FFE=34.82' 4s Block 7 WM L0 9. - I 16" above crown of road)'. Lot Drainage Type "A" . Proposed A/C Pad to 40.0 . .. 1.5' 4' I? Proposed o Uj I Concrete____ o cV Patio 10.0' - LOT 1 114 Block 7 ' 114.60 i 0.60' (P) NPP I rnu. is r uuel PSM 3382" r---------------- 6 Fnd. 3" Axle o N. 0.52'. E. 0.13, 2 I y I Lot 11 Block 7 Benchmark Information - Seminole Countv Datum Elevation: 38.40' Seminole County Nail/Disc. Benchmark # 8133702 Elevations are based upon NAVD 88 Datum) Revised Plot Plan: 04/05/18 Revised Plot Plan: 2/1/18 Revised Plot Plan: 03/14/18 Added Plot Plan: 2/1/18 Revised Plot Plan: 2/22/18 Original Survey: 5/8/16 Revised FFE: 2/5/18 Field Date: 5/5/2016 Date Completed:02/01/18 Drawn By: J.R. I File Number:IS-28104 PF Legend- C Calculated PC • Point of Curvature Centedine Pg. - Page B Concrete Block PI • Point of Intersection CM Concrete Monument P,O.B. - Point of Beginning Cons. Concrete P.O.L. • Point on Lein D Description PP • Power Pole DE Drainage Easement PRM - Permanent Reference Esint. Easement Monument F.E.M.A. - Federal Emergency PT • Point of Tangency Management Agancy R • Radius FFE Finished Floor Elevation Red. - Radial Fnd. Found R&C • Rebar & Cap IF Iron Pipe Rec. - Recovered L Length (Arc) Rfd. • Roofed M Measured Set - Set %" Rebar & N&D Nail & Desk Rebar Cap "LB 7623" N.R. Non-Radial Typ. -Typical ORB Official Records Book UE • utility Easement P Plat VJM • Water Meter P.B. Plat Book A • Delta (Central Angle) Wood Fence 0— -Chain Link Fence ng Setback Line Fnd. %" Rebar R/W) & Cap "PSM 3382" 108.00' (P) 108.15' (M) C M o J t__ LO u N(0n m LLI 1n w _ m om oo- 0 o - m p0 oQ o 0 o o z P Lot 3 Block 7 54.00' (P) WPP ti' 7' Utility Easement Fnd. Y' Rebar Ca "PSM 3382" 7' Utility Easement P---------------- Lot 12 Block 7 Lot 13 Site Benchmark Information- Block 7 1 5.5 Proposed Grade Set Nail & Disk "Trav LB 7623" in top of curb. Elevation Elevation: 32.80' 1 I — e• = Existing Grade p Elevation Set Nail & Disk "Trav LB 7623" in face of curb. Elevation: 33.43' Graphic Scale 15' A, 60' Scale: 1 "=30' survey of the above Described Properly is Ok o construct Single Family house as shown on plan. nnwledgeand 8errefasraeenly5°"eyed wn, Based on Information furnished to Me tandards of Practice for Land Surveyin, Mcets area and dimension regulations for the with Chapter 5J-17.052 Florida Inr1472 27 Florida Statutes. s 1zoning district. Per Schedule j, at least one (1) ; ,RF tree shall be located in the required front yard. Jo FOR e of This Survey for Purposes other than Intended, Without Written Verification, Will be st the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Construed to give ANY Rights or Benefits to Anyone Other than those Certified. POINTS OF INTEREST NONE VISIBLE tiTE ' " THE FIR" Patrick K. Irelan <a,=dd"'iEfBIxssed 6637 LB 7623 This Survey is ntende ' e of Said Certified Parties. This Survey NOT VALID UN L with Surveyor's Seal. Ireland & Associates Surveying, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www. irelandsurveying.com Office- 407.678.3366 Fax-407.320.8165 , F Y OF NFORDSJ FIRE DEPARTNIEN' uilding & Fire Prevention Division MAR 2a$ PERMIT APPLICATION plp ication No: - Documented Construction Value: $ 189,500.00 Job Address: 1401 Court Street, Sanford 32771 31 19 31 504 0700 0010 Historic District: Yes No 2 Parcel ID: Residential Commercial Type of Work: New 2 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Construction Plan Review Contact Person: Phone: 321-299-6589 Matthew Patterson Name Cypress Holdings, LLC Street: 4925 Red Brick Run City, State Zip: Fax: 407-650-2879 Sanford, FL 32771 Name David Ferri Street: 4925 Red Brick Run City, State Zip: Sanford, FL 32771 Name: T.S. c:lAr-,l4A L Title: Er-ail: cypresshomebuilders@gmail.com Property Owner Infor• ition Phone: 407-616-5997 Resident of property? : NO Contractor Ir /ormation dlexri 407-616-5997 Phone: Fax: 407-650-2879 State License No.: CBC1262052 Architect/Engineer Information Street: 531 Y, TAT'F R ©.A D 4-5 4 4 1 u oa City, St, Zip: LTA MON 'TE SF tsJGS r'`t. 3 27 i `f Bonding Company: N/A Phone: (Q o-?) 5 2 l- 7 u s Fax: E-mail: i-a i TD165 @ go L , COM Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6'h Edition (2017) Florida Bu'Iding Code Revised: January 1, 2018 Permit Application Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Pj,°$ ;D Landscaping in Right -of -Way www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a g driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other ' jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know whas below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: 1401 Court St. Sanford FL. 32771 2. Proposed Activity: IX-1 Driveway Walkway Other: 3. Schedule of Work: Start Date 4. Brief Description of Work: New SFR driveway This application is submitted by: Property Owner. Signature: PB1L Address: 4925 Red Brick Run Sanford FL 32771 Phone: (321) 299-6589 Fax: Completion Date Print Name: Matt Patterson Emergency Repairs Email: cypresshomebuilders@gmail.com Date: 04/24/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. Signature: Nez rBrl Date: 04/24/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: _ Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: Date: November 2015 N 1111111 I111111111111111111111111111111111 GRANT MALOYt SEMINOLE COUNTY THIS INSTRUMENT PREPARED BY: Name: David N. E" Address: 4925 Red Britk Run Sanford. FL32771 CLERK OF CIRCUIT COURT & COMPTROLLER 8K 9099 Fe 1194 (1Pss) CLERK'S 4 2018033204 RECORDED 03/27/2,318 08:41:31 AM RECORDItIG FEES $10.011 RECORDED BY thdevore State of Florida County of Seminole Permit Number: lb- i492. Parcel ID Number: 311931504.0700.0010 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: ( Legal description of the property and street address if available) 1401 Court Street. Sanford, FL 32771 LFGAL! LOTS 1 + 2 BLK 7 Blot, -AIR PB 3 PG 19 & 79A GENERAL DESCRIPTION OF IMPROVEMENT: Nr. Construttion I Sinfile Family Residence OWNER INFORMATION: Name:. Cvress Holdings, LLC Address: 4925 Red Brick Run Sanford FL32771 Fee Simple Title Holder (if other than owner) Name: CONTRACTOR: Address: 4925 Red Brick Run Sanford FL32771 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713. 13(1)(b), Florida Statutes. Name: In addition to himself, owner Designates To receive a copy of the Lienor's Notice as Provided in Section 713.130)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specifiers) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULTINYOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU BEFORE COMMENCING WORD TO OBTAIN FINANCING, CONSULT OR RECORDING YOUR NOTICE tTH EUR LENDER OR AN ATTORNEY EOF COMMENCEMENT. Under penalties of perjury, I declare that i have read the foregoing and that the facts stated in it are true to the b o y knowl a and belief. 1 David N. Ferri ees ' nature Owners Printed Name Flo' a Statute 713.1 (g):' The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead' State of — County of _ S Mt / loi-c day of -_a 1 , 20 16 j The foregoing instrument was acknowledged before me this b fl/r{ Who is personally known to me Y—_ .. r— Name of person making statement OR who has produced identlficatlon type of Identification produced: !"L LJ+ i r? Lj — A JODIE P. BUCK Notary Public, State of Fiafda Commiss ont FF 209422 Notary Signature 2 6 , C CO— C F - Mycomm. expires Mar. 12.2019 CIF ; rj r '. f REQUIRED INSPECTION SEQUENCE n7pa. / 0. /,4/?2 P'Hell imwq PER.Mr Min Footer / Setback Stemwall Foundation / Form Board. Survey Slab /' Mono Slab Pre our 20 Lintel / Tie Beam / Fill Down Cell 3o Sheathing- Walls- Sheathing- Roof 0 Roof Dry In 5-0 Frame C.,CD Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspecti-on 56 Final Solar Final Roof Final Stucco ./ Siding 7,c> Insulation Final Final Utility Building - Final Door Final Window - Final Screen.Room, Final, Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final. Building (Other) Address: /,4/ c,-- Mfg Descri2flonas to Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. 7 Pre -Power Final Electric Final IMM INI hfilm Max InsEection DescriEflon 0 Plumbing Underground 0 OUO Plumbing Sewer Z-,- p Plumbing Tub Set ZOVI) Plumbing Final W Mechanical Rough Mechanical. Final IIII Gas Underground Gas Rough RIEVISED: Rine 20144 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: The Prescott Builder Name: Cypress Homes Street: 1401 Court St Permit Office: S i ole q / Q City, State, Zip: Sanford , FL , 32771 Permit Number: 8- ! 4 7Owner: LTa?4Jurisdiction: 1Sc Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types(1927.3 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1598.30 ft2 b. Frame - Wood, Adjacent R=13.0 329.00 ftz 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1912.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1912.00 ft2 6. Conditioned floor area above grade (ft2) 1912 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(208.0 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 382.4 a. U-Factor: Dbl, U=0.35 208.00 ft2 SHGC: SHGC=0.34 b. U-Factor: NIA ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 36.0 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d: U-Factor: N/A-- - ft2 a. Electric Heat Pump - 36.o HSPF:8.50 - SHGC: Area Weighted Average Overhang Depth: 1.865 ft. Area Weighted Average SHGC: 0.340 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1912.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1912.00 ft2 b. Conservation features b. N/A R= ft2 None c. NIA R= ft2 15. Credits Pstat Glass/Floor Area: 0.109 Total Proposed Modified Loads: 57.47 f PASS Total Baseline Loads: 59.25 I hereby certify that the plans and specifications covered by in Review of the plans and111E by S7-4 this calculation are compliance with the Florida Energy Code. specifications covered this calculation indicates compliance the Florida Energy Code. tiQ _-CFO Jbfu,,,,L'°-.: •'•:€ O PREPARED B ---- with Before construction is completed y- DATE: _-_.( . this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. e(. CODwiththeFloridaEnergyCode. HrL OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 1 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 3/9/2018 12:52 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: The Prescott User 1 Cypress Homes Seminole Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1912 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 1401 Court St Seminole Sanford , FL, 32771 CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1912 17839 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1912 17839 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 171.3 ft 0 1912 ft' 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch deg) 1 Gable or Shed Composition shingles 2071 ft' 398 ft' Medium 0.6 N 0.6 No 0 22.6 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1912 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1912 ft' 0.1 Wood 3/9/2018 12:52 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height mt To Wall Type Space -R=Value-E"n-_Et--lo Area Sheathing Framing Solar Below R_Value-F-raction-Absor_G ° 1 2 3 4 5 N E S W N Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 19 3 9 4.1 63 6 9 4.1 39 9 9 4.1 48 9 9 13 35 3 9 4 179.7 ft' 4 592.7 ft' 4 371.0 ft' 4 455.0 ft' 4 329.0 ft' 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.6 0 0.25 0.01 0 0 0 0 0 DOORS Ornt Door Type Space Storms U-Value Ft Width Height In Ft In Area 1 2 N Wood Main N Wood Main None None 6 3 6 2 8 8 6 8 24 ft' 17.8 ft' WINDOWS Orientation shown is the entered, Pro osed orientation- V Wall Ornt ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 n 1 None low-E Double Yes e 2 None Low-E Double Yes S 3 Wood Low-E Double Yes s 3 None Low-E Double Yes W -4 None Low-E Double- Yes 0.35 0.34 N 0.35 0.34 N 0.35 0.34 N 0.35 0.34 N 0.35 0.34----- N 36.0 ft' 6 ft 0 in 18.0 ft' 1 ft 0 in 64.0 ft' 1 ft 0 in 36.0 ft' 1 ft 0 in 54.0 ft' 1 ft 04n- 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None - None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 389 ft' 389 ft' 64 ft 9.33 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000415 2081.2 114.26 214.87 .3029 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8-5 36 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit) Split SEER: 15 36 kBtu/hr 1080 cfm 0.7 1 sys#1 3/9/2018 12:52 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ftZ DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 382.4 ft Main 95.6 ftZ Prop. Leak Free Main cfm 57.4 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb arM p, Jun Jul Aug Sep Oc Nov Dec Jan eb MarXjj jXj Xjn Jul Xj IXI Octt Nov1XIkiVentinglX Feb lX Mar Apr May Jun Aug Sep Oct Nov lX DDecec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 _ 78 78 78 _ 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/9/2018 12:52 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 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: Dbl, U=0.35 SHGC: SHGC=0.34 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: 8. Floor Types a. Slab -On -Grade Edge Insulation b. NIA c. N/A 1401 Court St, Sanford, FL, 32771 New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent 1 c. NIA 4 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 1912 b. N/A Area c. N/A 208.00 ft2 11. Ducts a. Sup: Attic, Ret: Main, AH: Main ft2 12. Cooling systems ft2 a. Central Unit ft2 13. Heating systems a. Electric Heat Pump 1.865 ft. 0.340 Insulation Area 14. Hot water systems R=0.0 1912.00 ft2 a. Electric R= ft2 b. Conservation features R= ft2 None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. r Builder Signature: Date: Address of New Home: 1 yo t Cav(z-r- S7 City/FL Zip: Sy ,-jf502p 37-77I Insulation Area R=4.1 1598.30 ft2 R=13.0 329.00 ft2 R= ftz R= ft2 Insulation Area R=30.0 1912.00 ft2 R= ft2 R= ft2 R ft2 6 382.4 kBtu/hr Efficiency 36.0 SEER:15.00 kBtu/hr Efficiency 36.0 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat Note. This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 3/9/2018 12:52 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: The Prescott Builder Name: Cypress Homes Street: 1401 Court St Permit Office: Seminole City, State, Zip: Sanford , FL , 32771 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind oiQing and wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire so 'nkler cover plates and walls or ceilinas, a. in aaamon, inspection of iog waus span be in accordance with the provisions of IGG-400. 3/9/2018 12:52 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: The Prescott Builder Name: Cypress Homes Street: 1401 Court St Permit Office: Seminole City, State, Zip: Sanford , FL , 32771 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1912 sq.ft. Cond. Volume: 17839 cu ft. Envelope Leakage Test Results Regression Data. C n: Single or Multi Point Test Data a HOUSE PRESSURE FLOW: 1 I Pa cfm 2 Pa cfm 3 Pa F cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ` : Tested leakage must be less than or equal to the required ACH(50) shown on.Form R405-2017_for . this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 3/9/2018 12:52 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: The Prescott Builder Name: Cypress Homes Street: 1401 Court St Permit Office: Seminole City, State, Zip: Sanford , FL , 32771 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakaae Test Results CFM25 Duct Leakage Test Values Line I System Outside Duct Leakage 1 System 1 ffM25(Out) 2 1 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 i System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1912 House Duct System Total Conditioned Floor Area) Leakage Qn,out)' Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: DATE: 3/9/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: 3/9/2018 12:52 PM EnergyGauge A0 USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 i; Project Summary Job: wrightsofto Date: Aug 29, 2016 Entire House By: Energy Air, Inc 5401 Energy Air, Ct, Orlando, Fl- 32810 Phone: 407-886-3729 Email: rick@energyaircom Web: www.energyair.com For: The Prescott, Cypress Homes 1401 Court St, Sanford, FL 32771 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 26 °F Design TD 18 °F Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 18244 Btuh Ducts 2434 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 20678 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Coolingg Area (ftz) 1899 1897 Volume (ft') 17700 17700 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 112 - 59 Heating Equipment Summary Make Carrier Trade CARRIER Model 25HBC536AO0300 AHRI ref 9155179 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 32 °F Backup: 8.5 HSPF 34600 Btuh @ 47°F 1070 cfm 0.052 cfm/Btuh 0.50 in H2O Sensible Cooling Equipment Load Sizing Structure 22064 Btuh Ducts 2885 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 24950 Btuh Latent Cooling Equipment Load Sizing Structure 2747 Btuh Ducts 536 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3283 Btuh Equipment Total Load (Sen+Lat) 28233 Btuh Req. total capacity at 0.70 SHR 3.0 ton Cooling Equipment Summary Make Carrier Trade CARRIER Cond 25HBC536AO0300 Coil FX4DNB037L AHRI ref 9155179 Efficiency 12.0 EER, 15 SEER Sensible cooling 24360 Btuh Latent cooling 10440 Btuh Total cooling 34800 Btuh Actual air flow 1070 cfm Air flow factor 0.043 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.88 Input = 7 kW, Output = 24157 Btuh, 100 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 44 wrightsoft' 2018-Mar-0910:51:14 Right -Suite® Universal 2018 18.0.11 RSU02534 Page 1 2018 Misc Homes\Cypress Homes\The Prescotl.rup Calc = MJ8 Front Door faces: S w Manual S Compliance Report Job: wrightsofte Date: Aug 29, 2016 Entire House By: Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: rick@energyair.com Web: vvwv.energyaircom For: The Prescott, Cypress Homes 1401 Court St, Sanford, FL 32771 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 24950 Btuh Outdoor design WB: 75.9°F Latent gain: 3283 Btuh Indoor design DB: 75.0°F Total gain: 28233 Btuh Indoor RH: 50% Estimated airflow: 1070 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC536A00300+FX4DNB037L Actual airflow: 1070 cfm Sensible capacity: 25518 Btuh 102% of load Latent capacity: 6847 Btuh 209% of load Total capacity: 32365 Btuh 115% of load SHR: 79% Design Conditions Outdoor design DB: 44.2°F Heat loss: 20678 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipmenttype: Split ASHP Entering coil DB: 75.0°F Entering coil WB: 62.5°F Entering coil DB: 70.0°F Manufacturer: Carrier Model: 25HBC536A00300+FX4DNB037L Actual airflow: 1070 cfm Output capacity: 34600 Btuh 167% of load Capacity balance: 32 of Supplemental heat required: 0 Btuh Economic balance:-99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1070 cfm Output capacity: 7.1 kW 117% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. wrightsoft- 2018-Mar-09 10:51:14 w Right -Suite@ Universal 2018 18.0.11 RSU02534 Pa e 19 ACCA ...\2018 Misc Homes\Cypress Homes\The Prescott.rup Calc = MJ8 Front Door faces: S wrightsofto Duct System Summary Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: rick@energyaircom Web: www.energyair.com For: The Prescott, Cypress Homes 1401 Court St, Sanford, FL 32771 Job: Date: Aug 29, 2016 By: Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.199 / 0.081 in H2O 0.199 / 0.081 in H2O Lowest friction rate 0.132 in/100ft 0.132 in/100ft Actual air flow 1070 cfm 1070 cfm Total effective length (TEL) 213 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bath 2 h 830 43 19 0.137 4.0 OX 0 VIFx 25.1 120.0 st2 bedroom c 2144 74 92 0.139 6.0 Ox0 VIFX 23.0 120.0 st2 bedroom 3 h 4058 210 115 0.132 9.0 Ox 0 VIFx 30.9 120.0 st2 bedroom 4 c 2565 91 110 0.251 6.0 Ox 0 VIFx 9.3 70.0 fam,kit,din c 2402 83 103 0.140 7.0 OX 0 VIFx 21.4 120.0 st1 fam,kit,din-A c 2402 83 103 0.140 7.0 Ox 0 VIFX 22.1 120.0 st1 fam,kit,din-B c 2402 83 103 0.273 6.0 OX 0 VIFX 2.8 70.0 fam,kit,din-C c 2402 83 103 0.139 7.0 Ox0 VIFX 22.7 120.0 st1 foyer h 1924 100 72 0.134 7.0 Ox0 VIFx 23.4 125.0 st2 m, bedroom c 4592 163 197 0.143 9.0 OX 0 VIFx 18.8 120.0 st3 mbath h 654 34 15 0.142 4.0 Ox 0 VIFx 19.6 120.0 st3 utility c 640 3 27 0.257 4.0 Ox 0 VIFx 7.4 70.0 wo h 325 17 7 0.141 4.0 Ox0 VIFx 21.2 120.0 st3 w"c c 108 3 5 0.145 4.0 Ox0 VIFx 17.2 120.0 st3 e. Supply Trunk Detail Table. R Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 250 309 0.139 567 10.0 0 x 0 VinlFlx st2 Peak AVF 427 297 0.132 543 12.0 0 x 0 VinlFlx st3 Peak AVF 217 223 0.141 409 10.0 0 x 0 VinlFlx Bold/italic values have been manually overridden wr ghtsoft- 2018-Mar-09 10:51:14 Right -Suite@ Universal 2018 18.0.11 RSU02534 Page 1 ACCA ...\2018 Misc Homes\Cypress Homes\The Prescott.rup Calc = MJ8 Front Door faces: S Return Branch Detail Table s Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox0 1070 1070 61.8 0.132 357 M0 18x 24 RtFg Bold/italic values have been manually overridden wrightsoft' 2018-Mar-0910:51:14 V Right-Suite® Universal 2018 18.0.11 RSU02534 Page 2 AC,(t, , ...\2018 Misc Homes\Cypress Homes\The Prescott.rup Calc = MJ8 Front Door faces: S Job M Performed for: The Prescott 1401 Court St Sanford, FL 32771 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com rick@energyair.com Scale: 1/8" = 1'0" Page 1 Right -Suite® Universal 2018 18.0.11 RSU02534 2018-Mar-09 10: 51:24 s\Cypress Homes\The Prescott.rup RECORD COPY K-GjR PlIumbinna Invic., 3939 FormastAll Avezth swite 70301, Orlando, FL 32806 CFCI-42-5725 4V7-8 -99, pZ002-3 Kyle G Roe. A - 1497. pwJ j WY PLOT PLAN LEGAL DESCRIPTION: LOT 1 AND 2, BLOCK 7, BEL-AIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGES 79 AND 79A, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIED TO: CYPRESS HOMES t1401 Court st L 2rr Beddng Se 1401 COURT STREET, SANFORD, FLORIDA 32771 2 (60' Right -of -Way) '0 #1 Court Street - Asphalt Road) 2' Curb & Gutter - d 26' Block Co er 103.48' (M) Fnd. 3/4" IP - Jo Identifi tion) ;' 103.75' (P) s. 49.75' (F 49.77' Ic) Elikk 2. C o p .- y LO I Ndp' Proposed CV I Concrete TEL. Fnd. Round C.M. No Identification) 54.00' (P) I II Driveway_, F. 13.5' 25' Building SOW Proposed Porch 1.5 Ca 15.0 2. 16.0' eo...... l . 1. C I Proposed One Story I b: Concrete Block .- : LOT 2aU6) Residence # 1401 - N m' Proposed FFE=34.82' -V. is Block 7 Vrtvt Lri I 16" above crown of road)' N r- Lot Drainage Type "A" f: Proposed a I................................ A!C Pad to 9.9 CY Proposed o :'-%' uj I Conaet,_ o ; '•: CN Patio (10.0' I s- u A LOT 1 Block 7 11 Ma6 of Line 20' Building Setback Li 54.00'(P) I "PSM 3382" Fnd. 3" Axle A o eIN. 0.52'.E.0.13' 02 Lot 12 f Block 7 I I Lot 11 3l Block 7 Benchmark Information - Seminole Countv Datum Elevation: 38.40' Seminole County Nail/Disc. Benchmark # 8133702 Elevations are based upon NAVD 88 Datum) Revised Plot Plan: 03/14/18 Revised Plot Plan: 2/22/18 Revised FFE: 2/5/18 Revised Plot Plan: 2/1/18 Added Plot Plan: 2/1/18 Original Survey: 5/8/16 NcJ sc a rn 9 Fnd. %" Rebar RAN) & Cap "PSM 3382" Y a, 4 108.00' (P) 108.15' (M) Chr— Ln CV W= W - m O Co Do` C] b C] Q00 o CD Z Z 6\ Lot 3 Block 7 WPP ti' 7' Utility Easement Fnd. %" Rebaf 7 Utility Easement r& C- -- -- 3— ---------------_ Lot 13 Site Benchmark Information- Block 7 1 Set Nail & Disk "Trav LB 7623" in top of curb. Elevation: 32.80' 2 Set Nail & Disk "Trav LB 7623" in face of curb. Elevation: 33,43' Graphic Scale 15' 30' 60' Scale V=30' Field Date: 5/5/2016 Date Completed:2/1/2018 NOTES- Survey is Based upon the Legal Description Supplied by Client. Drawn By: J.R. File Number.IS-28104 PP Abunmg Properties Deeds have NOT been Researched for Gaps, Overlaps and/of Hiatus. Legend- Subject to any Easements and/or Restrictions of Record. basis •BB•. C calculated PC Point Beanag shown hereon, is Assumed and Based upon the Une Denoted with a Centarlme of CuVahu Pg. Building Tiesare NOT to be used toreconstruct Property Lines. BCM Concrete Block Pap PI - Point of Irdersection Fence Ownership is NOT determined. Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESSConcreteMonumentP.O.B.- Point of Beginning otherwise noted. Cone. D ConcreteDescription P.O.L.-Point on Line Pp -Power Pde tSe cTanks and/or Grainfield locations arep' approximate and MUST be verified by DE Drainage Easement PRM - Permanent Reference appropriate Utility Location Companies. EsmL Easement Monument Use of This Surveyfor Purposes otherthan Intended, Without Written Verification, Will i F.E.M.A.- Federal Emergency PT - Point of Tangency at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Management Agency R -Radius Construed to give ANY Rights or Benefits to Anyone Other than those Certified. FFE Finished Floor Eleaation Red. - Radial Fnd. Found RSC - Reber & Cap POINTS OF INTEREST- IP Iron Pipe Roe. - Recovered NONE VISIBLE Lengthgtth (A ) Rfd. - Roofed M Set • set ' ." Reber 8 N&D Nail & Disk Reba Cap '•LB 7623" N.R. Non -Radial Typ. - Typical ORB Official Records Book UE • Utility Easement P Plat WM - Water Meter P.B. 0- Plat Book Wood Fence A - Delta (central Angie) 0- - Chain Link Fence I hereby Certify that this Boundary Survey of the above Described Proper True and Correct to the Best of my Knowledge and Belief as recently Surve, under my Direction on the Date Shown, Based on Information furnished to as Noted and Conforms to the Standards of Pract— for Land Su in the State of Flonda in accordance with Chapter 5J-17.052 Flondag,$ Administrative Codes. Pursuant te_ction 472.027 Flonde Statutes. o r FOR S7 T THE ZQX Imbossed FIRM Patrick K. lrelan °s .. 2o6637 LB 7623 This Survey is intend ' Ye of Said Certified Parties. This Su rve NOT VALID us with Surve oi's Seal. Ireland & Associates Snruepng, Inc, 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www, ire landsurveying.com Office-407.678.3366 Fax-407.320.8165 RECORD COPY CYPRESS HOMES 1401 Court Street, Sanford, FL 32771 Residential Electrical Load Calculator for Main Service Reset Step #1 - General Electrical Load Requirements ? Indoor Sq. Ft. Area of the Home 1912 5736 ? Small Appliance Circuits 2 1500VA Ea. ? Laundry Circuit 1 1500VA Ea. ? Sec. #1 Sub -Total = 10236 Update Step #2 - Appliance & Motor Loads VA ? Dryer 5000 Oven 1800 Cooktop Stove or Range o ® Water Heater 4500 Dishwasher goo ® Disposal 600 ® Other Additional Appliance(s) o Sec. #2 Sub -Total = 12800 Update First 10,000 VA @ 100% = l0000 ? Adjustment 40% of Remainder = 1120 ? Step #3 Heating & Air Conditioning VA ? Single Source Heating Unit ? OR Air Conditioning and Heating Unit 6000 OR Heat Pump - No Supplemental Heat o OR Continuous Electric Thermal Storage o ® Heating Unit with Supplemental Heat Source ? OR Heat Pump o B Sup. Elect Heat OR Central Elect.Heat o OR Space Heaters VA o How Many Space Heaters o Sec. #3 Sub -Total = 6000 Update Step #4 - Perform the Calculations a Calculate Calculated Total VA Load = 30156 Calculated Total Amps Load = 126 1 Lg2 Lumberdi?sign values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RECORD COPY RE: 743308 - Prescott MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Cypress Homes Project Name: Prescott Model: Prescott Lot/ Block: Subdivision: Address: 1401 Court Street City: Sanford State: FI Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 21 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 IT13336858JAl 2/26/18 18 T13336875 CJ2 2/26/18 12 T13336859 1 A2 1 2/26/18 119 1 T13336876 1 CJ3 1 2/26/18 13 T13336860 I A3 2/26/18 120 1 T1 3336877 1 EJ1 1 2/26/18 4 1 T1 3336861 1 A4 2/26/18 121 1 T13336878 1 HJ1 1 2/26/18 15 I T13336862 I A5 1 2/26/18 1 I 1 SANFORD 1 0Fp R 4, 1 1 v 1 16 1 T13336863 1 A5A 1 2/26/18 J 7 1 T13336864 1 A6 1 2/26/18 18 T13336865 1 A7 1 2/26/18 19 T13336866 1 A8 1 2/26/18 110 1 T13336867 1 A9 . 1 2/26/18 Ill f T13336868 f Al 1 2/26/18 112 I T13336869 J Al l 1 2/26/18 113 I T1333687O I Al2 1 2/26/18 114 T13336871 1 B1 1 2/26/18 115 1 T13336872 1 B2 1 2/26/18 116 1 T13336873 1 B3 1 2/26/18 117 1 T13336874 1 CJ1 1 2/26/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by American Builders Supply, Inc.. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown ( e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. MPS A. q e 0 r STATE OF :44/ Thomas A. Albani PE No.39380 MITek USA, Inc: FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,201.8 Albani, Thomas 1 of 1. Job Truss Truss Type City Ply Prescott f I T13336858 743308 Al Common Structural Gable 1 1 Job Reference (optional) American Builders Supply, Inc, Sanford, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 26 13:46:24 2018 Page 1 I D: dOl LfIVDpi87xZ6OS 1 C Iv?zn W 34-6cMaYrM2ecHkSG? S?v3Mg7Q4sgZhgy7QpexmTVzhFLj r 4 4-10-4 6-10-4 10-0-0 20-0-0 + 26-5-6 32-10-13 40-0-0 41-4-q 1-4-0 4-16-4 2-0-0 3-1-12 10-0-0 6-5-6 6-5-6 7-1-3 1-4-0 Scale = 1:72.0 5x6 = 1vI 1 ` I I II I 15 0 Tq o 29 28 27 26 3x4 = 6x8 1.5x8 STP 25 24 23 22 21 20 19 18 17 16 3x6 = 3x6 = 5x6 = 34 = 4-10-4 6-10-4 10-0-0 13-1-8 18-11-0 0-0- 30-7-5 40-0-0 4-10-4 2-0-0 3-1-12 3-1-8 5-9-8 1- 10-7-5 9-4-11 Plate Offsets (X Y)-- 12 0-0-14 0-0-21 j14:0-1-13 Edgej 14:0-3-8 Edgej 120:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.20 29-45 800 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.42 29-45 377 240 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.03 24 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Wind(LL) 0.35 29-45 447 240 Weight: 244lb FT =20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 32, 42 OTHERS 2x4 SP No.3 REACTIONS. All bearings 21-1-0 except Qt=length) 2=0-8-0, 26=0-8-0, 25=0-3-8. lb) - Max Horz 2=-224(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 14, 26 except 2=-395(LC 12), 24=-463(LC 12), 21= 361(LC 13), 18=-308(LC 13), 16=-188(LC 13) Max Grav All reactions 250 lb or less at joint(s) 23, 22, 19, 17, 14, 26, 14 except 2=723(LC 1), 24=676(LC 1), 21=468(LC 26), 18=309(LC 1), 16=292(LC 24), 25=292(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-996/493, 3-5=-893/551, 7-8= 87/276 BOT CHORD 2-29=-546/868, 28-29=-546/868, 26-28— 546/868, 25-26= 546/868, 24-25= 546/868 WEBS 5-42= 9917735, 32-42= 935/662, 24-32=-9921736, 8-24=-336/126, 9-21=-357/403, 11-18=-276/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 26, 14 except Qt=lb) 2=395, 24=463, 21=361, 18=308, 16=188. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ItllUt', BPS A- q4 G•E N S • • '9/Ji i No 39380 irz Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2018 WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. IW3MI S BEFORE USE. ILMS Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this dosign into the overall YYY building design. Bracing Indicated Is to prevent txickling of individual truss web and/or chord members only. Additional temporary and permanent bracing -MITek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erec fion and bracing of Imsses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply Prescott T13336859 743308 A2 Common 2 1 Job Reference o tional American Builders Supply, Inc, Sanford, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 26 13:46:32 2018 Page 1 I D:dOl Lfl V D pi87xZ6OS 1 C I v?znW 34-t9rbDaS313HcPVc?TbC E9pl U P31OYaKbeutCl2zhF Lb 1-4-0 8-6-0 15-0-0 20-0-0 25-0-0 31-6-0 40-0-0 41-4-0 1-4-0 8-6-0 6-6-0 5-0-0 5-0-0 6-6-0 8-6-0 '1-4-0 qi 0 5x6 = 5.00 12 Scale = 1:70.2 2x4 11 1.5x8 STP = 1.5x8 ST P = 3x4 = 2x4 11 3x6 — 3x6 — 3x6 = 3x6 = 3x8 = 3x4 = 5-6-0 13-1-8 18-11-0 31-6-0 40-0-0 8-6-0 4-7-8 5-9-8 Vol26-10-8 1-6-10-8 4-7-8 8-6-0 Plate Offsets (X Y)-- f4:0-3-0 Edge) f8:0-3-0 Edge] LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.13 12-25 999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.30 12-25 837 240 BCLL 0.0 Rep Stress Incr YES WB 0.90, Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Malrix-AS Wind(LL) 0.21 12-25 999 240 Weight: 2091b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-15 REACTIONS. All bearings 0-8-0. lb) - Max Horz 2=-232(LC 13) Max Uplift All uplift 100 lb or less at joint(s) except 2= 205(LC 12), 17=-682(LC 12), 10= 475(LC 13), 16— 171(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=408(LC 23), 17=1493(LC 1), 10=843(LC 1), 16=443(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-235/252, 3-5=-195/689, 5-6=-152/275, 6-7=-1521270, 7-9=-798/528, 9-10=-1345/733 BOT CHORD 2-19=-205/310, 17-19_ 205/310, 16-17=-332/371, 15-16=-332/371, 14-15=-95/532, 12-14= 528/1194, 10-12=-528/1194 WEBS 7-15=-728/532, 7-14=-232/533, 9-14=-661/479, 9-12=0/284, 5-15=-191/618, 5-17=-1074/507, 3-17=-705/494, 3-19=0/311 NOTES- `,-APtS A. q4 o, 1) Unbalanced roof live loads have been considered for this design. `1` e i 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., •' G•E•N S+ ••• 'i GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 20-0-0, Exterior(2) 20-0-0 to F •• 2, ,. 24-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 No 39380 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, with BCDL = 1O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 2, 682 lb uplift at •' joint 17, 475 lb uplift at joint 10 and 171 lb uplift at joint 16. i 411 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum (/ sheetrock be applied directly to the bottom chord. .•• • Q R 1 Q P.'• ` s O N Ai E Ca . Thomas A. Alberti PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. ILAN Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the opl.-Acability of design parameters and properly incoq:xxate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Addninnal temporary and permanent bracing :MiTak' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing or fruses and truss systems, seeANSI/TPI t Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from ltuss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Prescott T13336860 743308 A3 Common 1 1 Job Reference (optional) American Builders Supply, Inc, Sanford, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 26 13:46:33 2018 Page 1 ID:dOILfIVDpi87xZ6OS1 Clv?znW 34-LLO_RwThW NPT1fBB11jTi01f9TedH1 aktYclHUzhFLa r1-4-0, 8-6-0 15-0-0 20-0-0 25-0-0 31-6-0 40-0-0 pt-4-q r1-4-0 8-6-0 6-6-0 5-0-0 5-0-0 6-6-0 8-6-0 1-4-0 5x6 = 5.00 F12 Scale = 1:69.5 0 3x6 = 2x4 3x6 = 1.5x8 STP = 3x4 2x4 11 3x6 = 3x4 = 3x8 = 3x6 = 12-9-8 Plate 31-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.13 12-25 999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.30 12-25 837 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix -AS Wind(LL) 0.21 12-25 999 240 PLATES GRIP MT20 244/190 Weight: 209 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-15 REACTIONS. All bearings 0-8-0 except (jt=length) 17=6-9-8. lb) - Max Horz 2=-232(LC 13) Max Uplift All uplift 100 lb or less at joint(s) except 2=-205(LC 12), 17_ 682(LC 12), 10= 475(LC 13), 16= 171(LC 13) Max Grav All reactions 250 Ito or less at joint(s) except 2=408(LC 23), 17=1493(LC 1), 10=843(LC 1), 16=443(LC 1) FORCES. (lb) - Max. Como./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-235/252, 3-5=-195/689, 5-6=-152/275, 6-7=-152/270, 7-9=-798/528, 9-10=-1345/733 BOT CHORD 2-19=-205/310, 17-19=-205/310, 16-17=-332/371, 15-16=-332/371, 14-15=-95/532, 12-14=-528/1194, 10-12=-528/1194 WEBS 7-15= 728/532, 7-14=-232/533, 9-14=-661/479, 9-12=0/284, 5-15=-191/618, 5-17=-1074/507, 3-17=-705/494, 3-19=01311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcttrrent 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 2, 682 Ito uplift at joint 17, 475 lb uplift at joint 10 and 171 lb uplift at joint 16. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 01111111 11,1' A No 39380 Mlt Thomas A. Albani PE No.39380 MITek USA, Inc. FL Geri 6634 6904 Parke East 8tvd. Tampa FL 33610 Date: February 26,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 101M015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual Wilding component, not - a truss system. Before use, the brlding designer must verify the applicability of design Ixlrameleis and properly incorporate this design into the overall 0 building design. &acing Indicated Is to prevent btickling of individual buss web and/or chord members only. Additional temporary and permanent bracing . MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatlon, storage, delivery, erection and bracing of trusses arid Truss syslems, soe.ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply Prescott T13336861 743308 A4 Common 7 1 Job Reference (optional) American Builders Supply, Inc, Sanford, FL 1-4-0, 8-6-0 qI 0 3x6 = 5.00 12 3x4 = 3x6 = 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 26 13:46:34 2018 Page 1 ID:dOILfIVDpi87xZ6OS1 Clv?znW34-gXyMeGUJHhXKfomNbOEiEEggXsyA?W 1 u6CMlgwzhFLZ 1__ 25-0-0 1 31-6-0 1 40-0-0 41-4-q 5x6 = 14 ` 700 = 6-6-0 3x6 = 3x4 = 10-0-0 19-3-0 20-0 0 30-0-0 10-0-0 9-3-0 0-9- 10-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.23 12-14 999 360 TCDL 7A Lumber DOL 1.25 BC 0.82 Vert(CT) 0.39 16-19 617 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.01 10 Na n/a. BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Wind(LL) 0.24 16-19 999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. lb/size) 2=539/0-8-0, 14=2027/0-4-0, 10=539/0-8-0 Max Horz 2=-232(LC 13) Max Uplift 2=-319(LC 12), 14= 776(LC 12), 10=-359(LC 13) Max Gram 2=613(LC 23), 14=2027(LC 1), 10=613(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-734/332, 3-5= 580/345, 5-6=-169l733, 6-7— 146/733, 7-9=-580/448, 9-10=-734/435 BOT CHORD 2-16=-393/635, 14-16=-288/384, 12-14=-288/249, 10-12=-256/635 WEBS 6-14=-776/293, 7-14= 685/551, 7-12=-413n97, 9-12=-430/460, 5-14=-685/551, 5-16=-4141797.3-16=-430/460 8-6-0 Scale = 1:69.5 3x6 = PLATES GRIP MT20 244/190 Weight: 197 Ito FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. 1 Row at midpt 6-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf-, h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconalrrent 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 2, 776 lb uplift at joint 14 and 359 lb uplift at joint 10. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 1 Iv0 01111111111111 O •' G'E N S ' . '9 '• No 39380 ss, N A L .• Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11161.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MilekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design 1:>arameters and property Incorporate this design into the overall Indicated Is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building design. Bracing prevent of is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and fruss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610SafetyInformationavailablefromTrussPlateInstitute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Qty Ply Prescott T13336862 743308 A5 Common 7 1 Job Reference (optional) American Builders Supply, Inc, Sanford, FL 8.130 s Sep 15 2011 MI I eK Industnes, Inc. Mon I-eb 26 13:48:3b 2U1 is t ID:dOILfIVDpi87xZ6OS1 Clv?znW34-mw463xVaplol u6wmiQHAKfw64gfQTPIBZW rPur 8-6-0 15-0-0 20-0-0 25-0-0 1 31-6-0 I 40-0-0 g1 8-6-0 16-6-0 5x6 = 5.00 12 5-0-0 6-6-0 Scale = 1:69.5 1 2 11 Iv1 O o 16 15 27 28 14 29 30 13 12 3x4 = 3x6 = 3x8 — 3x6 3x4 = 3x6 = 3x6 = 10-0-0 20-0-0 30-0-0 40-0-0 10-0-0 10-0-0 10-0-0 10-0-0 Plate Offsets (X Y)-- 4 0-3-0 Edgej j8 0-3-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRfP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0,34 14-16 999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) 0.62 14-16 775 240 BCLL 0.0 * Rep Stress Incr YES WB 0.84 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Wind(LL) 0.32 16-19 999 240 Weight: 197lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1552/0-8-0, 10=1552/0-8-0 Max Horz 2=-232(LC 13) Max Uplift 2=-706(LC 12), 10=-706(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3141/1326, 3-5=-2987/1338, 5-6=-1996/971, 6-7=-19961971, 7-9=-2987/1339, 9- 1 0=-3141/1326 BOT CHORD 2-16=-1308/2851, 14-16=-875/22081 12-14=-752/2208, 10-12=-1076/2851 WEBS 6-14=-507/1267, 7-14=-677/547, 7-12=-403/771, 9-12=-413/452, 5-14= 677/547, 5- 16=-403/771, 3-16=-413/452 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi= 0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 20-0-0, Exterior(2) 20-0-0 to 24- 0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 2 and 706 lb uplift at joint 10. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. J* SA.' 9 „'`.j•.\'G E N,.2 No 39380 O : jV . • r ko. lilt Thomas A. Albani PE No.39380 MITek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa f_ 33610 Date: February 26,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. v Design valid for use only will) MllekG connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer rnusf verify the applicability of design ixIrameter5 and properly incorporate this design into the overall truss members only. Additional temporary and permanent bracing MiTek` buildingdesign. &acing indicated is to prevent buckling of individual web and/or chord is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of busses and truss systems, se.eANSI/TPII Quality Criteria, DSB-89 and BCSf Building Component Tampa, FL 33610 SafetyInformationavailablefromTrussPlateInstitute. 218 N. Lee Street, Suite 312 Alexandria. VA 22314. Job Truss Truss Type Qty Ply Prescott T13336863 it 743308 A5A Roof Special 1 1 Job Reference (optional) American Builders Supply, Inc, Sanford, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon I-eb 26 13:46:37 2018 Page 1 I D: d01 Lf IV Dpi 87xZ60S 1 Civ?znW 34-E6eUGH W Cacwu W GUyG8oPssSGg4xxCq PKoAayQ Fzh FLW i1-4-0 8-6-11 13-0-0 20-0-0 22-2-10 27-0-0 31-6-0 40-0-0 pt-4-q 4-6-0 7-0-0 2-2-10 4-9-6 4-6-0 8-6-0 di0 5.00 I'-T-2 5x6 = 2x4 11 6 7 2x4 11 Scale = 1:70.6 24 — 22 21 -- 17 16 'v 14 3x6 2x4 11 4x6 = 3x4 11 2x4 11 4x6 2x4 11 3x6 = 7x8 = 4x10 = 0 0 6 8-6-0 13-0-0 19-0-0 1 6-022-2-10 27-0-0 31-6-0 40-0-0 8-6-0 4-6-0 60-D 0-6- 2-8-10 4-9-6 Plate Offsets (X Y)-- 4:0-3-0 Edgej [10'0-3-0 Edge) [16:0-4-4 0-2-Oj [18:0-3-4 0-2-8][19:0-2-12 0-2-8) LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(ILL) 0.29 18-19 999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.55 18-19 873 240 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.22 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Malrix-AS Wind(ILL) 0.36 20 999 240 Weight: 245lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 `Except' 6-21,8-17: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 19-21 REACTIONS. (lb/size) 2=1559/0-8-0, 12=1558/0-8-0 Max Horz 2=-232(LC 13) Max Uplift 2=-702(LC 12), 12=-703(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 3169/1306, 3-5=-2679/1154, 5-6=-2800/1191, 6-7=-2756/1281, 7-8=-2973/1351, 8-9=-3000/1259, 9-11=-2663/1150, 11-12=-3170/1309 BOT CHORD 2-24=-1286/2874, 22-24=-1286/2874, 6-19= 225/298, 18-19=-700/2337, 14-16=-1057/2875, 12-14=-1057/2875 WEBS 3-24=0/283, 5-22=-350/156, 19-22=-1017/2489, 16-18=-859/2560, 9-18— 140/406, 9-16=-580/255, 11-14=0/293, 7-18=-615/1113, 7-19=-647/1070, 3-22=-595/413, 11-16=-615/426 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 702 lb uplift at joint 2 and 703 lb uplift at joint 12. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0%J 11111//111' GCE N S . '9 '•, No 39380 r .ft /1 + J 1111111111 Thomas A. Albani PE No.39380 MiTek USA, Inc. Fl Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2018 WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, 1010312015 BEFORE USE. Design valid for use only Wth MiTekrPD connectors. This design is based only upon parameters shown, and is for an Individual hullding component, not - a inrss system. Before use, the building designer must verify the opplicalAity of design parameters and prol.>erly incorporale this design into the overall building design. Bracing indicated is to prevent Ixickling of individual truss web and/or chord members only. Additional temporary and permanent bracing -'MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/T15I1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply Prescott T13336864 743308 A6 Hip 1 1 Job Reference (optional) American Builders Supply, Inc, Sanford, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 26 13:46:38 2018 Page 1 I D:dOILfIVDpi87xZ6OS1 Clv?znW 34-iJCtUdXgLv2l7Q38grJeP4?Q5ULtxRUU1 pKWzhzhFLV 1-4-0 8-6-0 14-0-0 19-0-0 21-0-0 26-0-0 31-6-0 40-0-0 p1-4-q 1-4- Ot 8-6-0 5-6-0 5-0-0 2-0-0 5-0-0 5-6-0 8-6-0 1-4-0 Sx6 = 5x6 = 5.00 0 12 Scale = 1:72.6 a 1 10 Ti o µ iS f426 27 is 28 29i2 ii J\ 3x4 = 3x6 = 5x14 = 3x6 = 3x4 = 3x6 = 3x6 = 10-0-0 20-0-0 30-0-0 40-0-0 10-0-0 10-0-0 10-0-0 10-0-0 Plate Offsets (X Y)-- 3 0-3-00-3-4) [5:0-3-0 0-2-4j 16:0-3-0 0-2-4](8:0-3-0 0-3-4j LOADING ( psf) SPACING- 2-0-0 CSI. DEFL,. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.31 13-15 999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) 0.58 13-15 822 240 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.13 9 rVa n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Wind(LL) 0.32 15-18 999 240 Weight: 206Ito FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-13, 7-13 REACTIONS. ( lb/size) 2=1552/0-8-0, 9=1552/0-8-0 Max Horz 2=-222(LC 13) Max Uplift 2=-695(LC 12), 9=-695(LC 13) FORCES. ( Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3135/1346, 3-4=-2982/1358, 4-5=-2011/1029, 5-6=-1876/1021, 6-7=-2011/1029, 7- 8=-2982/1358,8-9=-3135/1346 BOT CHORD 2-15=-1262/2844, 13-15=-892/2292, 11-13=-875/2292, 9-11= 1122/2844 WEBS 3-15=-391/425, 4-15=-354/707, 4-13=-682/525, 5-13=-268/585, 6-13=-268/585, 7- 13=-682/525, 7-11=-354/707, 8-11= 391/425 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi= 0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2) 19-0-0 to 21- 0-0, Interior(1) 26-7-14 to 41-4-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 Ito uplift at joint 9. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. r . GLENS' ,'9 • No 39380 cc Z 1 i Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 101031201 S BEFORE USE. Design valid for use only with Milekn connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - iTek' is always required for stability and 10 prevent collapse with possible personal intury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Prescott I T13336865 743308 A7 Hip 1 1 Job Reference (optional) American Builders Supply, Inc, Sanford, FL 8.130 s Sep 15 2u1 / Mi i ek industries, inc. Mon Feb 26 1 s:4b:4o 20i a rage t I D:dOl LfIV Dpi87xZ6OS 1 C Iv?znW 34-ehJdvJY4tXITNj DXxGL6UV4ofHzN PGLm U7pd 1 azhFLT r1-4-q 8-6-0 17-0-0 23-0-0 31-6-0 40-0-0 41-4-Q r1-4-0 8-6-0 8-6-0 6-0-0 8-6-0 8-6-0 1-4-0 Scale = 1:72.6 ai 0 t<3:1:Im— 5.00 12 5x6 = Sx6 = 524 6 25 15 — I 2x4 11 Sx6 = 3x4 = Sx6 = 2x4 11 14-0-0 20-0-0 26-0-0 31-6-0 5_a_n R-d-O 6-0-0 5-6-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.23 13 999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.45 12-13 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/-rP12014 Matrix -AS Wind(LL) 0.27 13-14 999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1552/0-8-0, 9=1552/0-8-0 Max Horz 2=200(LC 12) Max Uplift 2=-671(LC 12), 9=-671(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3181/1465, 3-5=-2542/1264, 5-6=-2068/1146, 6-8=-2542/1264, 8-9=-3181/1465 BOTCHORD 2-15=-1227/2892, 14-15=-1227/2892, 13-14=-768/2040, 12-13=-781/2040, 11-12=-1241/2892, 9-11=-1241/2892 WEBS 3-15=0/299, 3-14=-761/584, 5-14=-268/553, 5-13=-102/252, 6-13=-102/252, 6-12=-269/553, 8-12=-761/585, 8-11 =0/299 3x6 = PLATES GRIP MT20 244/190 Weight: 201 to FT = 20°! Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2) 17-0-0 to 28-7-14, Interior(1) 28-7-14 to 41-4-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber D0L=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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 671 lb uplift at joint 2 and 671 Ito uplift at joint 9. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. la0 0 . • G'E N No 39380 ko 0N,A, Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. v Design valid for use only with MiTekO conneclors. this design Is based only upon paraniotersshown, and is for an individual building component, not a to iss system. Before use, the building designer must verify the al ;livability of design Iarameters and properly Incogwrate, this design into the overall building design. &acing indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing MiT ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss system, seeANSI/TPI i Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Prescott T13336866 743308 A8 Hip 1 1 Job Reference o tionai American Builders Supply, Inc, Sanford, FL 8.130 s Sep 15 2017 MI I eK Industries, Inc. Mon Feb 26 13:46:41 20id Page 1 I D:dOi Lfl V Dpi 87xZ6OS 1 C Iv?zn W 34-6tt?6fZiegQK?toj V_sLOidzDh NZ811 wjnYAZOzhFLS r1-4-Q B-6-0 1 5-0-0 20-0-0 25-0-0 31-6-0 40-0-0 41-4-Q 140 8-6-0 6-6-0 5-0-0 5-0-0 6-6-0 8-6-0 5.00 12 5x6 = 2x4 11 5x6 = 256 26 7 Scale = 1:72.6 1 c 1 la 16 15 29 30 t4 31 32 13 12 3x4 3x6 = 3x6 — 3x6 = 3x4 = 3x6 = 3x6 = 10-0-0 20-0-0 30-0-0 40-0-0 10-0-0 10-0-0 10-0-0 10-0-0 Plate Offsets (X Y)-- f3:0-1-12 0-0-0) (4 0-3-0 Edge) i 4:0-0-0 0-1-12) 15:0-3-0 0-2-4) 17 0-3-0 0-2-41 18:0-3-0 Edge], j8:0-0-0 0-1-12119:0-1-12 0-0-01 LOADING ( psi) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deli Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.34 14-16 999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BIG 0.64 Vert(CT) 0.62 14-16 774 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Wind(LL) 0.30 16-19 999 240 Weight: 193lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1552/0-8-0, 10=1552/0-8-0 Max Horz 2=-178(LC 13) Max Uplift 2=-643(LC 12), 10=-643(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. ( Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3143/1487, 3-5=-2990/1500, 5-6=-2384/1269, 6-7=-2384/1269, 7-9=-2989/1500, 9- 10— 3143/1487 BOT CHORD 2-16= 1243/2854, 14-16=-871/2198, 12-14=-885/2198, 10-12=-1256/2854 WEBS 3-16=-424/471, 5-16=-424R82, 5-14=-116/469, 6-14=-288/271, 7-14= 116/469, 7- 12=-424/782,9-12=-424/471 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi= 0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2) 15-0-0 to 30- 7-14, Interior(1) 30-7-14 to 41-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 643 lb uplift at joint 2 and 643 Ito uplift at joint 10. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. PS Ar,q'y No 39380 p • 411 Z. Thomas A. Alberti PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekJ connectors. This design is based only upon parametersshown, and is for an individual building component not - 011USSSYSler I. Before use, the building designer must verify the applicability of design Ixsrarneteis and properly incorporaie t is design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing :MiTek" is always required for stability and to prevent collapse with possible peisaxal injury and property damage. For general griida ice regarding the fabrication, storage, delivery, erection and bracing of trusses and fuss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply scott743308T13336867 A9 Hip i 1. PrL Job Reference o tional American Builders Supply, Inc, Sanford, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 26 13:46:42 2018 Page 1 ID:dOILfIVDpi87xZ6OS1 Clv?znW34-b4RNJ?aKOBYBcl Nw3hNaZw9Au5e9tDe3yRIj6TzhFLR i-4-0 , 8-6-0 13-0-0 20-0-0 27-0-0 31-6-0 40-0-0 At-4-faIiy8-6-0 4-6-0 7-0-0 7-0-0 4-6-0 8-6-0 1-4-0 r 5x6 = 3x4 = 5x6 = 18 5 19 6 1.5x8 STP = 15 11— - 10 3x6 — 3x4 — 3x6 = 3x4 = 3x4 = 3x6 = 3x4 8-6-0 15-10-0 24-2-0 31-6-0 8-6-0 7-4-0 8-4-0 7-4-0 Plate Offsets (X Y)-- 2 0-0-10 Edge], 14:0-3-0 0-2-41 [6:0-3-0 0-2-4118:0-0-10 Edge] LOADING ( psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.28 12-13 999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.57 12-13 830 240 BCLL 0.0 * Rep Stress Incr YES WB 0.46 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Wind(LL) 0.30 12-13 999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* 4- 6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 Scale = 1:71.3 1. 5x8 STP= 3x6 = PLATES GRIP MT20 244/190 Weight: 194 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. ( lb/size) 2=1545/0-8-0, 8=1545/0-8-0 Max Horz 2— 156(LC 13) Max Uplift 2=-659(LC 8), 8= 659(LC 9) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3047/1427, 3-4=-3007/1601, 4-5=-2478/1293, 5-6=-2478/1293, 6-7=-3007/1601, 7- 8=-3047/1427 BOT CHORD 2-15=-1 184/2716,13-15=-921/2285, 12-13=-1096/2644, 10-12= 930/2285, 8- 10= 1193/2716 WEBS 3-15=-351/457, 4-15=-487/684, 4-13=-140/512, 5-13=-375/275, 5-12_ 375/275, 6- 12= 140/512, 6-10=-488/684, 7-10=-351/457 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft Cat. II; Exp C; Encl., GCpi= 0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Extedor(2) 13-0-0 to 32- 7-14, Interior(1) 32-7-14 to 41-4-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 659 Ito uplift at joint 2 and 659 Ib uplift at joint 8. 1111111',, Pg A. No 39380 411 .. SS' NA E. Thomas A. Mani PE No.39380 MiTek USA, Inc, FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/201S BEFORE USE. Design valld for use only with MITekO connectors. This design is based only upon parameters shown, and is for an individual t-milding component, not a trrrss system. Before use, the building designer must verify the al-4hlicability of design fwrarneters and pioperiy incorporale this design into the overall buckling individual truss chord members only. Additional temporary and permanent bracing iTek' buildingdesign. Bracing Indicated is to prevent of web and/or is always required for stability and to prevent collapse will) possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of busses and buss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 SafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type city Ply Prescott T13336868 743308 A10 Hip 1 1 Job Reference o tional American Builders Supply, Inc, Sanford, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 26 13:46:26 2018 Pagel I D:dOl Lfl V Dpi87xZ6OS 1 Clv?zn W 34-3?TKy W NI ADXSha9r7K5gwYV N ke BQ812iGyQtXOzhF Lh r1-4-q - 8-6-0 11-0-0 20-0-0 29-0-0 31-6-0 40-0-0 41-4-q 1-4-0 8-6-0 2-6-0 9-0-0 9-0-0 2-6-0 8-6-0 Scale = 1:71.3 5.00 Fl2 5x6 = 24 5x10 = 25 5x6 = 6 2x4 11 Ia0 3x6 = 15 14 13 12 11 10 3x4 = 4x6 = 3x4 = 3x4 = 4x6 = 3x4 = 8-6-- 6- 0 16-2-0 23-10-0 31-6-0 40-0-0 80 7-8-0 7-8-0 7-8-0 8-6-0 Plate Offsets (X Y)-- 14 0-3-0 0-2-4] j5:0-5-0 0-3-0] [6 0-3-0 0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.96 Ved(LL) 0.29 12-13 999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.59 12-13 814 240 BCLL 0.0 * Rep Stress Incr YES WB 0.31 Horz(CT) 0.18 8 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Wind(LL) 0.39 12-13 999 240 Weight: 188lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-5,5-6: 2x4 SP M 30 BOT CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1552/0-8-0, 8=1552/0-8-0 Max Horz 2=-135(LC 13) Max Uplift 2=-684(LC 8), 8=-684(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3155/1509, 3-4=-3144/1671, 4-5= 3040/1519, 5-6=-3040/1519, 6-7=-3144/1671, 7-8=-3155/1509 BOT CHORD 2-15= 1254/2859, 13-15=-1079/2566, 12-13=-1475/3271, 10-12=-1092/2566, 8-10= 1268/2859 WEBS 3-15=-352/433, 4-15=-419/617, 4-13= 268/729, 5-13=-434/355, 5-12=-434/355, 6-12= 268/729,6-10=-419/617,7-10=-352/433 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opst; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2) 11-0-0 to 34-7-14, Interior(1) 34-7-14 to 41-4-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=684, 8=684. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum - sheetrock be applied directly to the bottom chord. ONS' Ar A4B cam0•' LENS• • 9 fi i No 39380 r mot/ p. R,O,.'`. O N AL . 11111 + t Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Gert 6634 69M Parke East Blvd. Tampa FL 33610 Date: February 26,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Milekn connectors. This design is based only upon parameters shown, and is for an individual building component, not a hr rss system. Before me, the building designer must verify the applicability of design I:,arameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent Lxickiing of Individual truss web and/or chord members only. Additional temporary and permanent bracing . MiTek` is always required for stablllty and to prevent collapse wish possilAe personal injury and property damage. for general guidance regarding the faNication, storage, delivery, erection and bracing of trusses and truss systerns, seeANSI/TPI t Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply Prescott T13336869 743308 All Hip 1 1 Job Reference (optional) American Builders Supply, Inc, Sanford, FL 8A 30 s bep lb Zui i IVII I eK InQUSLIIes, nlo. IMP reu co IJ.40.L! LV o raye ID:dOILfIVDpi87xZ6OS1 Clv?znW 34-XB1 iAsOwxXfJJkjl gt c3S12YO2X3tLjsVc9R4gzhFLg r1 4 a 5-9-7 9-0-0 1 i6-4-9 23-7-7 31-0-0 34-2-9 40-0-0 Ill4-9 1- 43-2-9 7-4-9 7-2-13 7-4-9 3-2-9 5-9-7 1-4-0 1. 5 2 0 5x8 = 3x4 = 3x6 = 2x4 11 5. 00 12 4 26 5 6 7 27 5x8 = 2x4 3 x8 9 24 25 28 29 1.Sx8 STP = Scale = 1:71.3 TP = 17 t6 15 14 13 12 3x6 — 3x4 = 4x6 — 4x4 = 3x10 = 4x6 — 3x4 = 3x6 — 9- 0-0 16-4-9 23-7-7 31-0-0 40-0-0 9- 0-0 7-4-9 7-2-13 7-4-9 9-0-0 Plate Offsets (X Y) r4 0 5-12 0-2-81 j8:0-5-12 0-2-81 LOADING ( pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.41 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.80 14-15 >598 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.19 10 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Wind(LL) 0.58 14-15 >830 240 Weight: 193lb 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. BOT CHORD Rigid ceiling directly applied. REACTIONS. ( lb/size) 2=1552/0-8-0, 10=1552/0-8-0 Max Horz 2=113(LC 16) Max Uplift 2=-719(LC 8), 10=-719(LC 9) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or -less except when shown. TOP CHORD 2-3=-3260/1623, 3-4=-3023/1478, 4-5=-3838/1963, 5-7— 3838/1962, 7-8=-3838/1962, 8- 9=-3023/1478, 9-10=-3260/1623 BOT CHORD 2-17=-1387/2977, 15-17=-1196/27725 14-15=-1795/3838, 12-14=-1177/2772, 10- 12=-1400/2977 WEBS 3-17=-263/299, 4-17=-78/409, 4-15=-688/1288, 5-15=-450/400, 7-14= 411/396, 8- 14=-687/1287, 8-12= 79/409, 9-12=-263/299 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi= 0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2) 9-0-0 to 36- 7-14, Interior(1) 36-7-14 to 41-4-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2= 719, 10=719. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. tANSI Ar1g4 No 39380, r ri s O N A`I E ' Thomas A. Alban) PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: February 26,2018 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mlle.kf connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss systern. Before use, the building designer must verify the applicaNfily of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and tracing of busses and truss systems, socANSi/TPI i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type j Qty Ply Prescott T13336870 743308 Al2 HIP GIRDER 1 nG Job Reference (optional) American uunc ers Supply, Inc, Santora, r-L o. ou S 0ep 10 zu I r wu i eK rnuusu res, MG- rviui I — co i o.w i cv 1 o rage ID:dOILfIVDpi87xZ6OS1 Clv?znW34-PyHD0ERR_m91oL1 ovth?dbCEOfunpAGSQE7eDbzhFLc r1-4-a 7-0-0 13-6-14 20-0-0 26-5-2 33-0-0 40-0-0 p1-4-Q 1-4-0 7-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 1-4-0 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 5x8 = 5x8 = 5.00,12 NAILED NAILED 2x4 11 NAILED 3x8 = 4x6 = 2x4 11 NAILED NAILED 3 24 25 426 27 28 29 5 30 6 31 7 32 33 34 8 17 35 36 16 37 1538 39 40 14 41 42 13 43 12 44 45 46 11 3x6 = 2x4 II NAILED NAILED 5xl0MT20HS= 2x4 11 NAILED 4x10 = NAILED NAILED 2x4 I 3x6 = Special NAILED 4x10 = NAILED NAILED NAILED 5x10 MT20HS = Special NAILED NAILED NAILED 13-6-14 7-0-0 6-5-2 33-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.86 14 561 240 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 1.05 12-14 458 240 BCLL 0.0 * Rep Stress Incr NO WB 0.76 Horz(CT) 0.21 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-6,6-8: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=3029/0-8-0, 9=3030/0-8-0 Max Horz 2=-91(LC 9) Max Uplift 2=-1617(LC 4), 9=-1617(LC 5) Scale = 1:71.3 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 370 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-5-12 cc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7040/3759, 3-4=-10030/5518, 4-5=-10030/5518, 5-7=-10032/5520, 7-8=-10032/5520, 8-9=-7041 /3760 BOT CHORD 2-17_ 3381/ 6434, 16-17=-338116458, 14-16=-5974/11132, 12-14=-5974/11132, 11-12= 3372/6459, 9-11=-3373/6435 WEBS 3-17=-14/626, 3-16=-2203/3998, 4-16=-786/801, 5-16— 1239/655, 5-14=0/516, 5-12=1237/652, 7-12= 788/803, 8-12=-2204/3999, 8-11= 14/626 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xX) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 cc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 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. 4) Wind: ASCE 7-10; Vult= 140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6. Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1617, 9=1617. 10) "NAILED" indicates 3-1 Od (0.148"xX) or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 183 lb down and 269 lb up at 7-0-0, and 183 lb down and 269 lb up at 33-0-0 on top chord, and 287 lb down and 120 lb up at 7-0-0, and 287 lb down and 120 lb up at 32-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard No 39380 i r r d• :X•: r 5 O N A' `, Thomas A. Albans PE No. 39380 MiTek USA, Inc" FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. _ e Design valid for use only with Milek(5 connectors. this design is based only upon parameters shown, and is for an individual building component, not -- a taus system. Before use, the building designer must verify the applicability of design parameters and properly incorporale this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Week' IS always required for stability and 10 prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and Ixacing of trusses and inns systems, seeANSi/TPI I Quality Criteria, DSB- 89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Prescott T13336870 743308 Al2 HIP GIRDER 1 nG Job Reference (optional) American Builders Supply, Inc, Sanford, FL o. i su s aep to zu i i rvn i eK niuusu ieb, itru. my reu eu i o. v, i cv i o raye c ID:d0ILflVDpi87xZ60S1 Civ?znW 34-PyHDOERR_m9loL1 ovth?dbCEOfunpAGSQE7eDbzhFLc LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3= 54, 3-8=-54, 8-10=-54, 18-21=-20 Concentrated Loads (Ib) Vert: 3=-1 36(B) 6=-115(B) 8=-1 36(B) 17=-287(B) 11 =-287(B) 24=-115(B) 25=-1 15(B) 26=-1 15(B) 27=-115(B)28= 115(B)29=-115(B)30=-115(B) 31=-115(13) 32=-115(B) 33=-115(B) 34=-115(B) 35=-61(13) 36=-61(13) 37= 61(B) 38=-61(B) 39=-61(B) 4D= 61(B) 41=-61(B) 42=-61(B) 43— 61(B) 44=-61 (B) 45=-61 (B) 46=-61(B) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M!f-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only win MiTek,5 connectors. This design is based only upon parameters shown, and is for an individual building component, not - - a Truss system. Before use, the building designer mrfst verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTlek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, seeANSI/TPI l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312 Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Prescott T13336871 743308 B1 GABLE 1 1 Job Reference (optional) American Builders Supply, Inc, Sanford, FL ts.1Sv s bep 1b 2vl I mn i eK inaustries, Inc. ivion reD zb IJ:4b:44 ev io rage i I D:d01 LfIVDpi 87xZ60S 1 C Iv?zn W 34-XSZSkg bbwlovsLXI A6Q2eLFV U u LTL8q MPIngALzhFLP 1-4-0 7-1-0 10-0-0 12-1 1-0 20-0-0 21-4-0 1-4-0 7-1-0 2-11-0 2-11-0 7-1-0 Scale = 1:37.5 4x6 I I a 5x14 = 5x8 = bx14 = 10-0-0 10-0-0 Plate Offsets (X Y)-- f2:0-4-12 0-3-41 (8 0-4-12 0-3-41 110:0-4-0 0-3-41 LOADING (psf) SPACING- 2-0-0 CS1. DEFL., in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.52 10-31 >453 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.36 10-27 >661 240 BCLL 0.0 * Rep Stress Incr YES WB 0.42 Horz(CT) -0.03 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 104lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,7-9: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=809/0-3-8, 8=809/0-3-8 Max Horz 2=115(LC 16) Max Uplift 2=-586(LC 8), 8=-586(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1407/1948, 4-5=-1102/1698, 5-6=-1102/1698, 6-8=-1406/1947 BOT CHORD 2-10=-1742/1295, 8-10=-1765/1295 WEBS 5-1 0=-1 385/824, 4-10=-450/602, 6-10= 450/601 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 10-0-0, Exterior(2) 10-0-0 to 14-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 586 lb uplift at joint 2 and 586 lb uplift at joint 8. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0 0III t IJI/ I E N No 39380 Ll : : X i •• : 4U i FS • •,0 .R Thomas A. Albanf PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Padre East Blvd. Tampa FL 33610 Date - February 26,2018 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 101031201E BEFORE USE. s Design valid for use only with MiTWk connectors. This design is based only upon parameters shown, and is for can individual building component, not - a truss system. Mole use, the building designer must verify the applicability of design parameters and properly incogwrate this design info the overall building design. Bracing indicated is to prevent hackling of Individual truss web and/or chant members only. Additional ter n x>rary and permanent bracing - MiTek" is always requhed for stability and to prevent collapse with possible peisonal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI r Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Prescott T13336872 743308 B2 Common 3 1 Job Reference (optional) American Builders Supply, Inc, Sanford, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 26 13:46:44 2018 Page 1 I D:d01 LfIVDpi 87xZ60S 1 C Iv?zn W 34-XSZBkgbbwlovsLXl A6Q2eLFZq uM b L9nM PI ngALzh F LP 1-4-0 7-0-1 10-0-0 12-11-15 1 20-0-0 21-4-0 1-4-0 7-0-1 2-11-15 2-11-15 7-0-1 1-4-0 Scale = 1:36.3 4x4 = 4x4 = 5x8 = 4x4 9-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.37 8-16 >657 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.27 8-16 >886 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) -0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 84lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=812/0-4-0, 6=812/0-4-0 Max Horz 2=-123(LC 13) Max Uplift 2= 586(LC 8), 6=-586(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1174/1576, 3-4=-922/1453, 4-5=-922/1453, 5-6=-1174/1576 BOT CHORD 2-8=-1330/1015, 6-8=-1356/1015 WEBS 4-8=-1031/575, 5-8= 296/347, 3-8=-296/347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 10-0-0, Exterior(2) 10-0-0 to 14-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 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 586 lb uplift at joint 2 and 586 lb uplift at joint 6. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. lv 0 i No 39380 rr N A\- Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mll-7473 rev. 10703/2015 BEFORE USE. sp1 Design valid for use only will) MiTekc9 connectors. This design Is based only upon parameters shown, and is for an individual building component not I Kalrrrsssystem. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent xacing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314, Tampa, FL 33610 Job Truss Truss Type City Ply Prescott T13336873 743308 B3 Common 3 1 Job Reference (optional) American Builders Supply, Inc, Sanford, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 26 13:46:45 2018 Page 1 I D:dOl LfIVDpi87xZ6OS1 Civ?znW 34-?f7WyOcDh3wmTV6VkpxHBYno3lpc4cNVePW OinzhFLO 1-4-0 5-3-14 10-0-0 14-8-2 20-0-0 21-4-0 1-4-0 5-3-14 4-8-2 4-8-2 5-3-14 1-4-0 4x4 = Scale = 1:36.3 3x4 = 3x4 = 8 3x4 = 1.5x8 STP= 3x4 = 6-10-8 Plate 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.11 8-17 727 240 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.10 10-13 999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.34 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=516/0-8-0, 8=840/0-8-0, 6=267/0-4-0 Max Horz 2=-123(LC 13) Max Uplift 2= 274(LC 12), 8=-323(LC 13), 6=-261(LC 9) Max Grav 2=516(LC 1), 8=840(LC 1), 6=301(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 698/384, 3-4=-543/336 BOT CHORD 2-10— 334/622 WEBS 4-8=-609/342, 5-8=-277/311, 4-10=-224/466, 3-1 0=-294/31 0 19-8-0 PLATES GRIP MT20 244/190 Weight: 89 lb FT = 20 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 10-0-0, Exterior(2) 10-0-0 to 14-0-0 zone; cantilever right exposed ; porch right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 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 274 Ito uplift at joint 2, 323 lb uplift at joint 8 and 261 lb uplift at joint 6. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. I 0 PS, A!'A i No 39380 r IZ- i'• 441 Off. P 111111ONA E. Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2018 WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not -- — a In1SS system. Before Me, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual tRISS web and/or chord members only. Additional leinporary and permanent bracing , I V y9 iTek' is always required for stability and 10 prevent collapse with possible peisonal Injury and property damage. For general guidance regarding The fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Prescott T13336874 743308 CJ1 Jack -Open 4 1 Job Reference (optional) American Builders Supply, Inc, Sanford, FL 8.13u s Sep I 2131 / MI I eK IndusirleS, Inc. Mon Feb 26 i3:46:46 20i8 rage I ID:dOILfIVDpi87xZ6OS1 Clv?znW 34-Trhu9MdrSN2d5fghlXSWjmK_CiENp8ffs3GxFEzhFLN 1-0-0 1-0-0 2x4 = Scale = 1:6.7 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in ice) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(ILL) 0.00 5 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1,25 BC 0.03 Vert(CT) 0.00 5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017IT P12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-0/Mechanical, 2=157/0-8-0, 4=-12/Mechanical Max Horz 2=54(LC 12) Max Uplift 2=-139(LC 8), 4= 12(LC 1) Max Grav 3=13(LC 8), 2=157(LC 1), 4=30(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140moh (3-second gust) Vasd=108mph; TCDL=4.2Dsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extenor(2) zone;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 139 lb uplift at joint 2 and 12 lb uplift at joint 4. Z,•G E rvSF•.•L No 39380 i - I ON Al Thomas A. Alberti PE No,39380 MiTek USA, Inc. FL Cell 6634 6904 Padre East Blvd. Tampa FL 33610 Date: February 26,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MII-7473 rev. f0/03/2015 BEFORE USE. _ v Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not - a inns system. Before use, the brdldirrg designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is lo.prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing .MiTek' is always required for stability and to prevent collapse with possible personal injury and property damc ge. For general guidance regarding the fabricallon, storage, delivery, erection and bracing of trusses and truss systems, secANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Prescott T13336875 743308 CJ2 Jack -Open 4 1 Job Reference o floral American Builders Supply, Inc, Sanford, FL 2x4 = 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 26 13:46:47 2018 Page 1 I D:dOl LfIV Dpi87xZ6OS 1 C Iv?zn W 34-xt FGN i eTDgAUj o FtrEzlGzt9y6ZpYa6o5j? UngzhFLM 3-0-0 3-0-0 Scale = 1:10.9 3.0-0 Plate Offsets (X Y)-- [2:0-1-14 0-0-101 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rUa n/a BCDL 10.0 Code FBC2017lTP12014 Matrix -MP Wind(LL) 0.00 4-7 >999 240 Weight: 12 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=61/Mechanical, 2=197/0-8-0, 4=32/Mechanical Max Horz 2=103(LC 12) Max Uplift 3=-62(LC 12), 2=-116(LC 12) Max Grav 3=61(LC 1), 2=197(LC 1), 4=50(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;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 tali 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 62 lb uplift at joint 3 and 116 lb uplift at joint 2. No 39380 rr 00. I p.,, si •.,,0 R p N EA, `0% Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. q® Design valld for use only with Mile1<0 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent txickiing of individual truss web and/or chord members only. Additional temporary and permanent bracingMiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/7Pl1 Quality Criteria, DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Prescott T13336876 743308 CJ3 Jack -Open 4 1 Job Reference (optional) American Builders Supply, Inc, Sanford, FL 1-4-0 1-4-0 8.13U S 5ep 1 b 2U1 I miriek industries, Inc. Mon Feb 26 13:46:4/ 2018 Page i I D:dOi LfIV Dpi87xZ6OS 1 C Iv?zn W 34-x 1 FGN ieTDgAUjoFtrEzl Gzt6L6W IYa6o5j? Ungzh FLM 5-0-0 5-0-0 Scale = 1A5.0 4 3x4 = 5-0-0 5-0-0 Plate Offsets (X Y)-- j20-1-14 0-0-21 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 4-7 999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.05 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 Na n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -AS Wind(LL) 0.04 4-7 999 240 Weight: 18Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=115/Mechanical, 2=264/0-8-0, 4=58/Mechanical Max Horz 2=153(LC 12) Max Uplift 3=-120(LC 12), 2=-139(LC 12) Max Grav 3=115(LC 1), 2=264(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 Ito uplift at joint 3 and 139 lb uplift at joint 2. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. IIIIIIIIIIIIIIII No 39380 3 : = r 411 A I I p Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Padre East Blvd. Tampa FL 33610 Date: February 26,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312016 BEFORE USE. _ s Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a miss system. Before use, the building designer must verify the alADlicability, of design parameters and properly incoir orate this design into the over building design. &acing Indicated is to prevent prickling of individual truss web and/or chord mernbeis only. Addilional temporary and permanent bracing MiTek' is always required for stability and 10 prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of frusses and truss systems, seeANSI/TPit Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply Prescott T13336877 743308 EA Jack -Open 14 1 Job Reference (optional) American Builders Supply, Inc, Sanford, FL 1-4-0 3x4 - 1-2 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 26 13:46:48 2018 Page 1 ID:dOILfIVDpi87xZ6OS1 Civ?znW34-PEofa2e5 ILKyg3PyU_pBPCnW nJH1 MyKN12J6zhFLL 7-0-0 7-0-0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.08 4-7 992 360 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0,20 4-7 425 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Wind(LL) 0.15 4-7 544 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=169/Mechanical, 2=336/0-8-0, 4=81/Mechanical Max Horz 2=204(LC 12) Max Uplift 3=-176(LC 12), 2=-166(LC 12) Max Grav 3=169(LC 1),,2=336(LC 1), 4=121(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:19,8 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second aust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;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 176 lb uplift at joint 3 and 166 lb uplift at joint 2. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0011 S' A,1 q11 ,ie No 39380 3 WW. Z O N Ak- Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Milek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not - a If Ass system. Before use, The building designer must verify The al:,plicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addiflonal temporaryand permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Prescott T13336878 743308 HJ1 Diagonal Hip Girder 2 1 Job Reference (optional) American Builders Supply, Inc, Sanford, FL 1-10-10 5-2-9 1-10-10 5-2-9 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 26 13:46:49 2018 Page 1 I D:d01 LfIVDpi87xZ60S1 Clv?znW 34-tQM1 nOfjl IQBy6PGzfODLOyRBv8wOPG5Z1 UbrZzhFLK 2x4 = 2x4 = NAILED NAILED NAILED 9-10-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL.. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.03 6-7 999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.08 6-7 999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.34 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC20171rP12014 Matrix -MS Wind(LL) 0.04 6-7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=130/Mechanical, 2=418/0-10-15, 5=310/Mechanical Max Horz 2=219(LC 4) Max Uplift 4=-141(LC 4), 2= 212(LC 4), 5=-103(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-782/277 BOT CHORD 2-7= 365/729, 6-7=-365/729 WEBS 3-7=0/281, 3-6=-775/389 Scale = 1:22.1 Io 3x4 = PLATES GRIP MT20 244/190 Weight: 41 lb FT = 20 % BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6-Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; 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 141 lb uplift at joint 4, 212 lb uplift at joint 2 and 103 lb uplift at joint 5. 6) "NAILED" indicates 3-1Od (0.148"xX) or 2-12d (0.148"x3-25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11=117(F=58, B=58) 12=-O(F=-0, B= 0) 13=-77(F=-39, B=-39) 15=-12(F=-6, B=-6) 16=-59(F=-30, B=-30) J11111urriii411" liti00p,S A. q 8 IV No 39380 i 1 ( yam i441 10 1ONA 10 Thomas A. Alberti PE No.39380 MITek USA, Inc. FL Cent 6634 69M Parke East Blvd. Tampa FL 33610 Date: February 26,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekT) connectors. Tills design is based only upon parameters shown, and is for an individual building component, not a trrw system. Before use, the building designer must verify the (.11-4AIcability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional tem pofary and permanent bracing MiTek' preventis always required for stability and to prevent collapse will) possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O J/14, 41 For 4 x 2 orientation, locate plates 0-'gib' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output, Use T or I bracing if indicated. Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur, Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction, DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports. ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTekO All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2, Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8: Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13, Top chords must be sheathed or purlins provided at spacing indicated on design. 14, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19, Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria, Product Approval Specification Form 1 8 - 1 4 9 2 Permit # SANFORD Project Location Address 1401 Court St. Sanford FL As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Entry Door FL20461-R3 Sliding Sectional Roll Up Haas Door Garage Door FL16660.11 Automatic Other 2. Windows Single Hung MI 26 SH FL17676,1 Horizontal Slider MI SGD FL15332„4 Casement Double Hun Fixed MI Picture Window FL18644,`3 Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits ALUM lyuu A CoiLS WC 50 F F 1T t '2 l 9 Lj Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Tamko Asphalt Singles FL18355-R4 Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name David Ferri Please Print) June 2014 R:\Clients\Therma Tru PERMANENT\A - Ronda Product Approvals\FL-20461 Structural TT SS\C - Drawings\FL 20461 (2017) - CURRENT\FL-20461.6-8.dwg, FL-20461.6 U A W N T CD V <N wm O , 1 B m o a s o C m n Jm o aY ,Z3o CD C a n 0 L l mJ (j co o D' 3 n0o RR CJ3ojo03 °zg S'o oa mS: a T Cn m g a n o 0° o m J _ U y o 3 N 3 m- C m T r1 . o .0 o mQ o m3 z' -a 'n° O Zoo o,o mm '- maa Z 3 aN ° J - 0 C J O O O v o o 0 o D O OSS. 0 O '° p. a m° ' m ' I352° ao 3 C m 0CDymCySv o a o z Q nm ° oa n ^ VI a Q C c m V I C N o D rO m m oaJ o n m zr . v S O O a i m w 0 x 0Q 4p 9T MAX. O.A. FRAME HEIGHT (INSWING( q 97.25' MAX. O.A. FRAME HEIGHT (OUTSWING( N 71 X ® y sal V•.•' NVGFJvBF'• r 11/ 29/17 - i s: PRODUCT: Documents Prepored By: l MM CF 1 B THERMA—TRU Lyndon F. Schmidt A2ortto• I D F P.E. No. 43409 i t`Si•'••......... • (ij I to FlBERGLASS DOOR ONAL o y 01 PART OR ASSEMBLY: GD 7 BUILDING CONSULTANTS, I 1v. 11,11 U) RC P.O. Box 230, Valrico, FL 33595 I rn TYPICAL ELEVATION, DESIGN Y phone No.: 813.859.9197 REVISIONS PRESSURES & GENERAL NOTES FBPE C.A. No. 9813 0 2016 R.W. BUILDING CONSULTANTS INC. ObDa V PtnA W N n1 x xP oo o B m o 0 omo m i Eo q. ' cn000.voA fl°o m ono JJJoo 0 o B m m O Jo3owwv" po 2 a m m m m F o oggo r i'nn p D N m m A 4xi' c m z c F J mo Z 0x x x s z 0 z a N oR T c 0 n' R0 0 n Q0 c r- sRQ Q 3 O O V oo< O e m m Z N N Z A zO V V y m m O Z S m N n m mO V O D m 2 10 15 17 ADD DEADBOL7 5-1 2" 0. C. JK do RECESSED PANEL NOTATION 1 7 7 17 UPDATE TO 6th ED 2017 FBC JK NO DATE BY R:\Oients\Therma Tru PERMANENNI - Florida Product Approvals\FL-20461 Structural TT 55\C - Drawings\FL 20461 (2017) - CURRENT\FL-20461.6-8.dwg, 2.6 95.2$' MAX. DOOR PANEL HEIGHT nOn3 N v 0 1.71" a m v Z Op z O p Op ° mz o a O y 0v N W 0 2 x 0m N 00 00 o - 4 J=5.5- 6(Y' -- m rn Jp A 95.2$' MAX. DOOR PANEL HEIGHT A rn N N A NV1 T zo A3 2 Z W C) P 0 0 A On a O -y O pm 6G 0 95. 06" MAX. DOOR PANEL HEIGHT n N N n 3. O r n m o D > p Q mod N a 0 3 ---. l mZ o O O a = o 5. 5" S O y 60" A o _ O Z a , N W Z A 0 0 Q T I 0.88" 0 n o rn N in - f _ A Q 0 w A —O v C P Z $ A oKQ py Zr p O 00 O T A 3 0 m, m - It3 33YnpOzD0yo• NA D _ —zm C) nn mO A O t71 A y n3 m O Mi SCHH • . . F. .. ,ps . 0. 89' / Z I0 / No.43409 = 66 11/ 29/17 x PRODUCT: Document, P,apored By, STATE OF r' THERMA—TRU Lyndon F. Schmidt 2 ADD DEADBOLT 5-1 2' 0. C. OR1p;:' IInFIBERGLASSDOORP.E. No. 43409 /iSs•"•••••' • INOZN NAL r - t PART OR ASSEMBLY: GD j{ BUILDING CONSULTANTS, a x m DOOR PANEL DETAILS JL(// P.O. Box 230, valrico. FL 33595 Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 2016 R.W. BLIILnIN f3 C`nvci rnuro .v. 10 15 17 JK RECESSED PANEL NOTATION 1 7 7 17 UPDATE TO 6th ED 2017 FBC JK NO DATE BY 4,0 4 d /r56 'vim z g 0 N IFA NOn ZU p o E m z m m o V c n- E On p o a a mdam C LL O E Dzu [ W (J, HARDWARE TABLE 2 2 2 MNUFACTURER MODELA o z SCHLAGE KNOB: F51 DEADBOLT: B60 m s KNOB: SIGNATURE SERIES =W N w 3 3 3 KWIKSEi DEADBOLT: SIGNATURE SERIES (980) U 4 5 b HOPPE MULTIPOINT:MPDGART o THERMA-TRU) (3 pt. Manual Tongue) a a m 0 SEE HARDWARE CHART o 0 Z ti < W o J O fp a U 1 2 3 Qya i 7 7 7 7 ^ ^ - a i N Z u DAB 5/26 16 i Fiber-Classic/Smooth-Star Door Panel Options SCALEN.T.S. os Products approved include all embossed panel doors and 2 panel recessed panel doors. O'G• E[Y• JK m Similar opaque panel configurations are allowed. GHK. er: LFS Panels shown are for illustration and are representative only. DRAW NG No.: FL-20461.6 0 N sNEEr _L or 11 V, D z Av Xt Q. 0. E z f2 I I it B Z, Z cL: 1) z EM z U)n C 62. 0M a. a. E z C ao 40 41 42 7 1 S U 6z, EXTERIOR INTERIOR C) 1. 1 FMIN. ¢y Z I VERTICAL CROSS SECTION FMB. 4 Shown w/ 2X Buck -W , C)", E CD N Outswing shown (Inswing similar) rt ) C Ln BBC 0 L C 0. 15'C-SINK 0.15'C-SINK > > >M- TYP) ( Typ) L z ti D a D w0N U) 7 wo z INTERIOR INTERIORmac m owti ono TT EXTERIOR EXTERIOR 40 41 42 40 41 42 27 z 10 23 24 z 4MIN L 29 DATE: 5126116 1z EMB. ( TYP.) EMB. ( TYP.) SCALE: N.T.S. 11 5HORIZONTAL CROSS SECTION DWG. BY: JK M 2 HORIZONTAL CROSS SECTION CHK —ILFS i. Shown wl 2X Buck 4 Shown w/ 2X Buck DRAWING NO, Outswing shown (Inswing similar) Outswing shown (Inswing similar) FL-20461.6 o SHEET 4 OF _11 1111111111!!!! NIN A. E tim 1 X Buck to be secured to n z 010 0 N : z masonry by others V 9 o xzo4 E z m° S o Wo9 °c a N n O r ap a maa(° 4 40 41 42 CE I a 1 u Y UEXTERIORINTERIOR Um O 1 VERTICAL CROSS SECTION d Shown w/ I sub -buck o Outswing shown (Inswing similar) wLn w ¢ A m Zow E E N Ci W LO p Mp C p U Q a a m J J a 1 a v Ci Ump F 6 N2NZN G INTERIOR I G T Fat W O zZ o a MWo QM jOR w as °oEXTERIOR 23 24 p o 27 p N o404142 1-1/4" MIN. 29 1 1-1/4"MIN. onTE: 5/26/16EMB. (TYP.) EMB. (TYP.) SCALE: N.T.S. owc. BY: JK 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION DRAM sr: LFS Shown w/ 1 X sub -buck Shown w/ 1 X sub -buck ORA Outswing shown (Inswing similar) Outsving shown (Inswing similar) FL FL-20461.E SHEET _5 or 11 1-1/4" MIN. EMB. (TYP.) EXTERIOR WA INTERIOR VERTICAL CROSS SECTION 6 Shown Direct to Masonry Ouiswing only w/ 4-9/16' jamb INTERIOR EXTERIOR 1.5' MAX. DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE _ ± 47 PSF w/ SECURITY STRIKE = ± 55 PSF C Tn Z Z 17 1-1/4" MIN. r----r EMB. (TYP.) 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry 6 Shown Direct to MasonryOutswngonlyw/ 4-9/16' jamb Outswing only w/ 4-9/16' jamb 1.S. MAX. EXTERIOR - INTERIOR 4 VERTICAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 6-9/16 jamb 5 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 6-9/16'jamb a ail J = aiU'171 n k o ag mn i onn°pz° p tV •• a e U x=d gi o E. 9 m .0 mg 9oiaa E0Eoz v o 1'a o 0 z o o U m O2W ca rc CEz o =, 0 w En a5 a a j m 1-1/4-MIN. w 5126116 EMB. (TYP.) scmx: N.T.S. 6 HORIZONTAL CROSS SECTION X 6 Shown Direct to Masonry cHK. BY.. LFS Outswing only w/6-9/16'jamb m,,,W,HBNO, FL-20461.6 SHEET 6 OF 11 r Notes: 1. Sill Item #'s 17, 18, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1 /2" pfh screws at each end. Sill Item #'s 16 & 33 are attached to jambs w/ (2) #8 X 2-1 /7' pfh screws at each end. Sill Item # 15 is attached to jambs utilizing (2) #10 X T pph SMS at each end. INTERIOR SEE NOTE 1 14 EXTERIOR 1 VERTICAL CROSS SECTION 7 Insw ng Sill EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 7 Outswing Sill z 6m INTERIOR EXTERIOR '1/111 111 5) M ° O N Z 41 42 y a Em zmZ`o CW N O d Go. maa 33 34 35 36 37 E $ z SEE NOTE 1 E g a 0 wo UIO i-tw wo O 2 VERTICAL CROSS SECTION O C 7 Inswing Sill EXTERIOR SEE NOTE 1 INTERIOR 4 VERTICAL CROSS SECTION 7 Public Access Sill BY. JK m BY.. LFS 3 WING NO.: FL-20461.6 0 Fr 7 OF _I 1 f 2X BUCK 4' (TYP.) i D v HEAD & JAMBS TYP.) 50 PSF MAX CJ cO O MASONRY TYP.) 2X BUCK ANCHORING I T 4" (TYP.) a: D HEAD & JAMBS TYP.) 2X BUCK 70 PSF MAX MASONRY TYP.) .... _.... ..._.._..._ 3) '''///// I!1 M mPFHWS/ 2 IIN N >° JAMB TO HP-) D DETAIL c0i N z a o u Eat i Ko 20 to m v UµJ c°w ENM poaa < maam w d E Dz w Z2K O UfP:O 2X BUCK ° I to g w NN WCD f BUCKIX BUCK m I z In a DIRECTTO o MASONRY o Co FRAME HEAD & JAMBS TYP.) o ono n La j N Q h N O [ z ATE 5126116 i FRAME ANCHORING SCUP: N.T.S. ` DWG. BY. JK a DHK. E* LFS 3 DRAWING NO, a FL-20461.6 0 SHEET 8 OF 11 " u n llNiii i o SEE HINGE i^ O 0 z° 6Qr`O= DETAIL (TYR( o6i y . 0 M 28 z o m o 2X BUCKim N z o 1X BUCK o N E E o z m m v DIRECT TO O 26 0 p m SEE TONGUE i a NM s ci t a MASONRY - Eo 0 0 0= 0 STRIKK1EvvDETAIL N m N O 1"P) 9 DZ I tl E 0 2X BUCK 25 6 Tn o° a cli 1 X BUCK G a e f o DIRECT TO a o MASONRY M Lo- O i_m O In 0 0 x 0 LATCH & DEADBOLT DETAIL ® N Kwikset 2X BUCK N J w o DELATCH 1XBUCK G w 3 DETAIL — —o DIRECTTO M mSEELATCH 0 0 m SEE LATCH MASONRY 31 u c x DEADBOLTT & DEADBOLT M ) 2X BUCK DETAIL '? m O b O DETAIL `i o V N 1XBUCK G 8 a a TONGUE STRIKE DETAIL DIRECT TO Mu Ipi olntLocLock m MASONRY M SUB STRIKE PLATE mUTaO4 28 8 STRIKE JAMB STRIKE JAMB HINGE JAMB STRIKE JAMB BUCK a z N Latch and Deadbolt Latch and Deadbolt Multipoint Lock ^ w o z O 22 5-1/TON CENTER 17' ON CENTER w N1XBUCKGa 2X BUCK 25 DIRECTTO m w o ofMASONRYMw 1 X BUCK G 27 L 2X BUCK 30 0 Q DIRECTTO(' M 8B 29 G 1X BUCK iEzMASONRY ^ DIRECT TO LATCH dDEADBOLT DETAIL M DIRECTTO M MASONRY LATCH d DEADBOLT DETAIL n ¢ F MASONRY Multipoint Lock o o Schloge 24 23 "' ' z o° LATCH & DEADBOLT STRIKE DETAILS DEADBOLT STRIKE DETAILS MULTIPOINT LOCK STRIKE DETAILS °"'e 5121 s sov.c N.T.S. ° Security Deadbolt Strike Plate) DWG. BY. JK m' HINGE DETAIL cHc BY.. LFS 3 DRAWING NO.: ¢ N FL- 20461. E 0 SHEEP 9 Dv 11 4.56" h L INSWING THRESHOID Inswing Basic FDred Sig 5.75" Ell WlWING THRESHOLD Inswing Moderate Cgmate Sit 1-3/6' 5.75" 35 INSWING THRESHOLD Inswing Moderate Cgmate Sit 36 INSWING THRESHOLD Inswing Basic Poced 5-3/4" Sill 7.5' INSWING THRESHOLD 37 Inswing Basic FDced 7-1 /T Sill I rl i• l e11NSWING THRESHOLD Inswing Composite Adjustable Sill e INSWING THRESHOID Inswing Basic Composite Adjustable Sig 32 INSWING THRESHOLDInswingBasicComposite Adjustable Sill 7-112' ZN 0 o ci S PUBLIC ACCESS THRESHOLD i--1.77' --I 1.9T' to a 0 8 SWEEP 9 SWEEP r 4.56" { Id WOOD JAMB F o OUiSWING THRESHOLDCompositeSig 4.56" 0 L OUTSWING THRESHOLD Composite /Aluminum Sill 5.75' CfSWING THRESHOIDTHRESHOID 1 ° Composite /Aluminum Sill Thermal Break) SWEEP O•• •• V i z°F:fp5 \\Z 6 m illt m O M Z U N ZOa ErA z oti 0 omOcw d Ny'fj j p tm m a a w s 0 i 9Z w 0 3D SCALE: N.T.S. DWG. BY: JK OHK. er: LFS DAAMNG No.: FL-20461.E SHEET 10 OF 11 z n- U Ilulullllt BILL AVY CS• yo o,J v 0. 6 M M l 1 111 m a U N Z o v U Zm o cwto9 a N M . b 00. 5 4 0 E 9z w o Q o w 5 m W Nm o J m 0UI O 0 a a Y Ygym. U U p p n N O pN U ) CONCRETE ANCHOR NOTES: w ZO N 1. Concrete anchor locations at the comers may be adjusted to maintain the min. a t edge distance to mortarjoints. m w o 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors o w a may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. o o 3. Concrete anchor table: a 1 : n w a w o_ i Z UN wTe 16 z SCAM.N.T.S. D DW. BY. JK m CHK BY: LFS 3 WOOD SCREW INSTALLATION NOTES: DNAWMD NO.: , 1. Maintain a minimum 5/8"edge distance, I"end distance, & I"o.c. spacing of FL-20461.6 0 wood screws to prevent the splitting of wood. SHrrr 1 1 OF 1 1 N OF MATERIALS BILL OF MATERIALS REM # DESCRIPTION MATERIAL ITEM Y DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42J WOOD 25 8 x 2-1 /2" PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42J WOOD 26 8 x 5/8"PFH WOOD SCREW STEEL C 1 /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/16" X 3-1 /4" ITW CONCRETE SCREW STEEL 29 4" X 4" HINGE STEEL ANCHOR ANCHOR r NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING- CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063-T5 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, FIX, TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. SIGNED: 1012212015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 g R. CO i ENs._fd, 0y6951 * 5OO,• TAT OF ifORlO" GN'\ i// ONA 11Fa\ SERIES 420 SGD 96" X 80" NON -REINFORCED NOTES DRAWN: F.A. DWI; NO. 08 500E498 REV D DATENTS 02/23/09 1 OF 10 t 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17" 6" MAX r MAX 6" MAX O.C. 6" MAX L 17" MAX O.C. 80" MAX FRAME HEIGHT 6" MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. CHART #1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (pso Frame Single Panel and Total Frame VMdth (in) Height 30.0 36.0 42.0 48.0 in) 60.00 72.00 84.00 96.00 Pos Neg Pos Neg Pos Neg Pos Neg 80.0 40.0 55.1 40.0 48.2 40.0 43.4 40.0 40.0 CHART #2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (pst) Frame Height Single Panel and Total Frame Width (in) 30.0 36.0 42.0 48.0 in) 60.00 72.00 84.00 96.00 Pos Neg Pos T Neg Pos Neg Pos Neg 80.0 55.1 1 55.1 48.2 1 48.2 43.4 1 43.4 40.0 1 40.0 CHART #3 Number or anchor locations required Frame Single Panel and Total Frame Width (in) Height 30.0 36.0 1 42.0 48.0 in) 60.0 72.0 84.0 1 96.0 To H&S Jamb H&S I Jamb I H&S I Jamb I H&S I Jamb 7 4 1 5 5 1 5 1 6 1 5 1 6 1 5 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION DRAWN: I DWG NO. F.A. SCALE NTS DATE 08-00498 SHE-2 OF 10 SIGNED: 1012212015 5'R I ICfo'///l E6 2NSF J Ir0 ; STAT 6EOF t' REv .•.R(OR10P• D S6'/ONAj1ti G\ 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 17" 6" MAX AX O.C. I y 6" MAX 17" MAX O.0 80" MAX FRAME HEIGHT 6" MAX 6" MAX SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION DESIGN PRESSURE RATING IMPACTRATING AT SILL SEE CHART #4 FOR NUMBER OF 40.OPSF NONE LOCATIONS REQUIRED SEE CHARTS #1 AND #2 SHEET 2 FOR OTHER UNITS RATINGS REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 1D/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. r"APT e Number of anchor locations required Single Panel and Total Unit Width (in) 36.0 42.0 48.0EFrame30.0 60.0 72.0 84.0 96.0 H&S Jamb H&S Jamb HBS Jamb HBS Jamb 4 1 5 5 1 5 6 5 6 5 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON —REINFORCED FIN ELEVATION DRAWN: DWG NO. F.A. 08-00498 A E NTS DATE 02/23/09 5HEET3 OF 10 SIGNED: 1012212015 J\ S R I iL O 440,.B¢51 * c TTAttTi*rE OF 1/2" MIN. EDGE DISTANCE 1 8 MIN. WOOD FRAMING OR 2X BUCK EMENTEMBBED BY OTHERS 1/4" MAX. SHIM 10 WOOD SPACE SCREW 10 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR INTERIOR 1 3/8° MIN. EMBEDMENT F- 1/2" MIN. EDGE DISTANCE E SET IN APPROVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. MENT MIN. VERTICAL CROSS SECTION tuut DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1012212015 MI WINDOWS AND DOORS LLC 1111111/I/7j 1900 LAKESIDE PARKWAY g R. Lp2 7//ice FLOWER MOUND, TX 75028 v •\CENy NOTES: SERIES 420 SGD 0 51 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 96" X 80" NON —REINFORCED NOT SHOWN FOR CLARITY FRAME INSTALLATION DETAILS 0 • 7AT OF 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: Dwc No. REv i' 'cC p R IOP • ' DESIGNED IN ACCORDANCE WITH ASTM E2112 F.A. 08-00498 D 7j011111110scaLENTSDATE02/23/09 SHE OF 10 M ETAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE 1/4" MAX. SHIM SPACE SMS OR DRILLING N ILL TO BE SET IN BED OF APPROVED SEALANT 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T___ 3/4" MII EDGE DISTP L 10 SMS OR SELF DRILLING SCREWS M ETAL STRUCTURE BY OTHERS 1 /A" kAAV REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON -REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-00498 SNTS DATE 02/23/09 SHE CALEETS OF 10 SIGNED: 1012212015 VOENS4* - 51 STTAfff OF iO REv •:° COR10P• AZ D ii SS/ONA 11E c REVISIONS 2 1/2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE j A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. a - 1 1/4" MIN. a ° EMBEDMENT D REVISED INSTALLATION DETAILS 07/30/15 R.L. CONCRETE/ d 1 1/4" EMBEDMENT MIN. MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL 1/4" MAX. 1X BUCK J TO BE 2 1/2" a SHIM SPACE PROPERLY 0 MIN. INTERIOR SECURED EDGE SEE NOTE 3 DISTANCE SHEET 1 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT a 1 1/4" MIN. 4 EMBEDMENT a VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE 3/16" TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 JAMt1 IIVJ I ALLA I IUIV Ut I AIL CONCRETEIMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON -REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-00498 SCALE NTS IDATE 02/23/09 ISHEET6 OF 10 SIGNED: 1012212015 oWlR IIC1p/ i o, 6 251 k o TTAYE OF REV 0•• ORO •t\ T D ii ss/pNA i 1rG G WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 ISTANCE MIN. v1ENT 1 /4" MAX. SHIM SPACE I WOOD EW 3E SET IN APPROVED SEALANT MIN. VENT MIN. u—NCE 1 3/8" MIN. EMBEDMENT T 1/2" MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4" MAX. SHIM SPACE REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. INTERIOR k- EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-00498 SCALE NTS DATE 02/23/09 ISHEF7 OF 10 SIGNED: 1012212015 11 111/ 0 X//// CENSFgtP 0,.61251 TAHT cE OF ri REv 0' OF•FCORIOP•Z' D ONA `1 NC\ 3/4" MIN. EDGE DISTANCE M ETAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN BED OF kPPROVED SEALANT 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 3/4" MII EDGE DIST< L 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS i /A" kAAV REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-00498 SCALE NITS IDATE 02/23/09 SHEETS OF 10 SIGNED: 1012212015 1R I iL 0 pENSF9iP o51 T(,AYE OF J k/ i0. k/ Z D //75js1 ONAL1EaG\ CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 2 1/2" MIN. EDGE DISTANCE d 1 1/4" MIN. EMBEDMENT a 1/4" MAX. SHIM SPACE t EXTERIOR 3/16" TAPCON INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1 1/4" MIN. EMBEDMENT d ' VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. 1 1/4" MIN. EMBEDMENT 1 MAX. SHIM SPACE 2 1/2" INTERIOR MIN.N.° EDGE DISTANCE 3/16" TAPCON CONCRETE/MASONRY BY OTHERS EXTERIOR OPTIONAL 1 X BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONCRETE/MASONRYINSTALLATION SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DWG N0. F.A. 08-00498 SCALE NTS JDATE 02/23/09 1 SHEET OF 10 SIGNED: 1012212015 P. I IL o NCENSF -(p o, 81251 T((,,AH9 OF i i0iP• R • REv i .•. (OR10P• ''. D I/1f111111 1/4" MAX Wuuu rKAMIn BY OTHEF 8 WOO SCREI 1 fr EMBE APPROVED SEAU BEHIND 7 10 MIIV EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. 1 5/8" MIN. EDGE DIST. TRIM 1 1/4" MIN, INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/16" TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 1/2" MIN. MASONRY/CONCRETE APPROVED SEALANT 2X BUCK OR EDGE DISTANCE1BEHINDFIN4" 1 1 MIN. WOOD FRAMING 3/4" MIN. EMBEDMENT BY OTHERS METAL STRUCTURE EDGE DISTANCE8WOODWOOD BLSTRIP SCREW FRAMING TRIM BY OTHERS 1 3/8" MIN. 1/4" MAX. INTERIORSHIMSPACE EMBEDMENT 7/16" MIN j L- EDGE DISTANCE i HOOK STRIP 10 WOOD HOO I11 SCREW 10 SELF DRILLING SCREW PANEL EXTERIOR INTERLOCK PANEL EXTERIOR INTERLOCK EXTERIOR INTERIOR HOOK STRIP INSTALLATION 2X BUCK/WOOD FRAMING HOOK STRIP INSTALLATION METAL STRUCTURE SIGNED: 1012212015 MI WINDOWS ANDD LLC R IL10//i// VERTICAL CROSS SECTION PARKWAY S WOOD FRAMING OR 2X BUCK INSTALLATION FLOWER MOUND, TX 75028 CENS'9,% FOR SILL INSTALLATION SEE SHEETS4-9. NOTES: SERIES 420 SGD p, 51 * 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 96" X 80" NON —REINFORCED O NOT SHOWN FOR CLARITY. FIN AND HOOK INSTALLATION DETAILS TAT OF 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM ORAwN: owc N0. REV i'n••'P(OR10P SS/•"l G\ E2112 F.A.08-00498 D SCALE NITS I DATE 02/23/09 SHEET 10 OF 1 it if J1— it 36' MAX. C4 " VAX. A-"4CHIORS TO BE EOJ4L(SPACED. Sf r ANCHOR C IART SHL-71 1 FOR UNIT Zr ANID AhCHOR 84 'MAX. L' NAAX SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.01-50.OPSF NONE Number of anchors required at each jamb Height in) Panel width (in) 24.0 F3-0 -OF3-6 OF 24.0 2 2 2 30.0 2 2 2 36.0 3 3 3 42.0 3 3 3 1 48.0 3 3 3 54.0 3 3 4 60.0 4 4 4 66.0 4 4 4 72.0 4 4 5 78.0 4 4 5 5 TA 3 OF - 0 i,,'T S Sl-:[[T NO, DESCPI='T iON I ELEVATIONS, AN',2HOR111-1 '-A.YOUTS AND -"\IOTES 2 3 INSTALLATION D-Ah S RE'.SIONS DFSRPTIUN DATE I 'P'R-m-p N. 0-1 ES 1 FL-4,F PRODUCT SHOWN HEREIN IS DES:GNED AND MANLJFA,^FURE-r -0 COMPLY INI-1-1 R, F ) jF[MNI-I-S r-,' !Hi FLORIJA BUILDING CODE L - I I : 2 WOOD F4AMING AND MASONRY OPENIi\!r, 1.0 B-: A-XF1 ANO-!iORED 10 PROPEPILY TRANSERALL LOAICS 70 SI-R1-;C-1UIRE FRAVING !-.ND M,1,SONRY OPENING IS THE RESPOiJS11311 1Y OF THE ARCHITECT 0,R ENGINEER OF RECORD. X DRETE F PTIriNAL. WHERE 1X IS NO- US7D BUCK OVERMASONRY/Cf, IO IQS1M:t. AR AIERIALS Ml SF.PkR A l N 4 ED !!TCOAf", 0 OP' COAIN3 Or, M:FMBRANE IS FHL- RESPONSIBILiTY OF 1HE ARCH.`E- OR ENGIIIEER OF RECORC. 4) ALLOWAP-E SiR'F--,`:. INCREASE OF 1/3 WAS NO-1. JSE-) IN 1-SE )FrliCN OF THE PiRCJL4,I SF] OWN I LPt IN. WIND LQAD URA, !ON I OR I\-,,-- 1.6 NAS US--D 0' WOOD PNCHOR CALCULATiIDNS. MA'!ERW- EXTRUI. ED R!GP "Vr-1 SASH UN \IJQ-: BE REINFORCED WIT H CV.: -451-0120 STED, F 'F Vv Vj--F IN(3 rRA.LS MUI.I R 7% JNIT'l MJS7 DE A7ED PEF AST.V PR - :I 7-M APPROVED V.PA- -,OTEC \/Sy.- S: `-KQ FD FOR THIS PRODUCT IN WIND BORNE DEB RIE REGION', SI-00 AS RFQJI- RED AT LACH INSTALLATION ANCHOR WiTH -OAD, DEARING SH1,10, S. 1-11M \1%11HERE SPACE oF i/It')" UP GREATER MAXIMUM ALLOVl ASIL STACK TO BE 1 '/ -4 D) -0R ANC-,)-RIIIG INTO MASONRY IE USE 3/1 Yr`NS IA!fIH To ACH[--VF. A 11/ 4" MtN16,IJM, ',\4BF IMEN! INIC) j'BSTPAT i,'I IF 2 5/8. i61NIAlIJM EDGE DISTANCE. L'-CAIE AS SI!OvIN IN '—VA-INS-'NS AND NSIALIA110111 DFAII.S. IT ANCK) R:Nr, Nl[^ AOOD RAMING CR 2X BUCK USE ?40C,13 SCR- I I 10 ACrIIEVE A 1 1 KABEDME SUFFICIENT lFFICIENT LENC-PI -3/16" M1;',MUM -NI :NTO S(-bS-!'RA E -C)CAIE ANf: Hlr.PS A' SHOINN IN IEVATKOJNS AND III.E U-1A -1ON DETAILS. l AL:_ FASTENERS TO BF (-'O? ROSION RES;S-'A.Nf. 13) INSA:J-A04\4 SHALL E3[.'- IVFIAL:J D IIJ INIU! AN-H,'R T ,IAriUFACTURER'S NST,,\L-A"),,%, INSTDIUCTIONS, AND Nlir-'riORS, Al I NO E USFF, iIN '.-'.UBS1RA1FS WITH STRENCTHS LES.-, T.HANJ !- I- ViNIMUN/ STF2E\IGI" SPEW IED B.' OW: A. WOOD - M'NiMUM SPF C F1C B. ',-. ONCFI.--TE I,41NIVUM ',-C!,IPRESSIUE STRENGT- OF 3,192 -Sl' C. 5-iRENG11A ASTJM C SiO. GRA.U.- N, GREATE"). SIGNED: 1012112011 WINDOWMARKETS AND DOORS M650 WI EST STREET GRANTZ, PA 17030-0370RLo0 51 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEELREINFORCED - NON -IMPACT 36" X 84 1. OF ELEVATION. ANCHORING LAYOUT AND tic TAT tv 01:41. P'. ZOR10' DRAWN. G'Al NO. d V. L. 08-01372 A L 1/01111W\\ S ALE 11AT' 1 0 NTS I _ 10/17/11 OF 3 Rr,SIC. s kw 1 011 SCRIPTMI, DATE 'PIPIROV: r 2X FRAM ING Ey OTI:[hF1' 2lX BUCK 11 CC PfR0PEF':_Y SECURED TO BE s El IN BED j i MAX. PPF,r)VCD -SEA -ANT ISH V, E 1,1 BE L) M N T S H;.,i EAF) TO F T N A F D A I f V: D 48 ho(-)r 5(,-VvONSf?UCF IN SELAN INTERIOR 7 x i3y 2\ !U,-K lwm\amvl T F L": y II CIJ DEXTERIORIrL- A, INTERIOR ROP R, J. EXTERIOR LIVMUE TO -BE IN 6ED PIR, CY- 11 I I I N jVED SF;,:.AN] HORIZONTAL CROSS SECTIONFr7 SSEI AP DED OF AP RCVLE', 2X BUCKIWOOD FRAMING INSTALLATION ADISIVEr" LANOE -0 RF — MAX. IN BF D APPROVED SEAL4NT NO11-: N7EIRIOP AND I EXIERkORflNISHES, Ol.LE OR C LA:l y SHOWNfI211, BLCK/WOOD MI WINDOWS AND DOORS BY JTHERS, 2x BUICK T,VERTICAL CROSS SECTION 650 WEST MARKET STREET EE t,:y z- C jjp,L, 2XBUCKIWOOD FRAMING INSTALLATION R \ L 0 1// r, GRANTZ, PA 17030-0370 V,9 tp SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 5 IX STEEL REINFORCED - NON - IMPACT 36" X 84 oaq, 41 INSTALLATION DETAILSTAYEOFwz0 DRAWN: 0 R 1t V. L. 08- 01372 I CATF. F INTS 10/17/11 J-HF-r12 OF 3 111 10\ BY oi EPs BUCK BY — OT-IEPS. Ix B E PROPERLY ST-CURLil SEE F ., SHF"-f i F.AN6E PD BE iINF3FD (,IF SHIM ILAD 10 'K- SD N A P; ') 01AIlPR'0VF0 CONSTRUCTEA: EXTERIC 7 L R INTERIORI' 1 - 3 E S i - I I N cY D, :," E, FAFPrc ,1, T`; BE MAX. 0 SE71H - Hr, wA CPII()-lA: 1:< 31UCK EY D y J FRI, CIIJ RS, lX K!'-K M, P- SEC,JRED. SEE NO!!- SHLEF VERTICAL CROSS SECTION MA9b.R N .. Y, 'C ONCRE . T . E .. INSTALLATION 3, E D M. 1: N 2 5/ 8 Nliil, ( FCGE Clpil01• iAL ix SUCK Q) EXTERIOR MHERS. 1X BUCK T, 07 FROPURI ,, SECuEEI,), su- 10 FT IN BFF CiF AP -ROVED SEALANT HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION SHW I T ON I if II INTERIOR ADD EXTERIOR FINISHES, BY OTIHERS, SHOWN EOR '._ ArP:,[Y. NOTES: I) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR. Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REOUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT, 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA. BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) .AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH =. 1 1 + W2 2 REVISIONS RE`! I DESCRIPTION DATE I APPROVED A I REVISED INSTALLATION DFTAILS 08/07/15 1 R.L. ANCHORING NOTES: 1) FOR .ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENI LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT WITH 2 1/2" MINIMU,I EDGE DISTANCE. LOCATE ANCHORS .AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) ALL FASTENERS TO BE CORROSION RESISTANT. 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO .ASTM C--90, GRADE N, TYPE 1 (OR GREATER). 5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED, HOLES FOR SCREWS .ARE NOT PR; --DRILLED BY MANUFACTURER. TABLE OF CONTENTS SHEET NO. DESCRIPTION I NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-2302 — VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES DRAWN: OWIS NO. V.L. 08-01 447 SCALE NTS DATE 01 /1 1 /12 1SHEET 1 OF 3 SIGNED: 0810712015 107 3/8" COMBINED WIDTH WI 83" FRAME HEIGHT WINDOW WINDOW MULL ION SPAN) 107 3/8' COMBINED WIDTH 107 3/8" _ COMBINED WIDTH W1 I- W2 - 83„ WINDOWFRAME HEIGHT WINDOW MULLION SPAN) 1 W 1 VV2 t WINDOW83" FRAME HEIGHT MULLION WINDOK WINDO SPAN) N2 - 107 WIL-COMBINED WIDTH Design pressure rating (pst) Units anchored into wood framing Mullion span (in) Tributary width (in) 18.13 125.50 36.00 42.00 48.00 5Z13 25.00 130.0 130.0 130.0 130.0 130.0 130.0 37.38 130.0 130.0 127.2 127.0 127.0 127.0 49.63 120.7 94.3 77.9 73.8 72.1 72.0 62.00 92.4 70.6 56.0 51.5 48.6 47.4 65.63 86.5 65.8 51.7 47.3 44.4 43.0 72.00 77.8 58.7 45.6 41.4 38.5 37.0 84.00 62.1 45.0 33.1 29.1 26.3 24.9 10 / 3,r8" COMBINED WIDTH FRAMIE WINDOW WINDOW HEIGHT MULLION SPAN) 107 3/8" COMBINED WIDTH W 1 -II N2 I WINDOW FRAME HEIGHT WINDOW //WINDOW MULLION % SPAN) W1 -I I-- 'w2 -- 107 3/8" COMBINED WIDTH REV15ICNS REV I DESCRIPTION DATE APPROVED A I REVISED INSTALLATION DETAILS 1 08/07/15 1 R.L. 107 3/8" COMBINED WIDTH W 1 -- W 2 ---- WINDOW FRAME HEIGHT WINDOW ll WINDOW MULLION SPAN)ILi w2- 107 3/8" COMBINED V11DTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 318"AS SHOWN HEREIN. Design pressure rating (pst) Units anchored into masonry/concrete Mullion span (in) Tributary width (in) 18.13 25.50 36.00 142.00 48.00 52.13 25.00 130.0 130.0 130.01 130.0 130.0 130.0 37.38 130.0 130.0 130.0 130.0 130.0 130.0 49.63 130.0 130.0 130.0 130.0 130.0 130.0 62.00 130.0 115.4 87.8 79.3 73.9 71.5 65.63 130.0 96.6 72.9 65.5 60.5 58.2 72.00 99.3 72.4 54.0 48.1 44.0 42.0 84.00 62.1 45.0 33.1 29.l 26.3 24.9 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-2302 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND DP CHARTS DRAWN: Em'G No. V.L. 08-01 447 SCALE NTS IDATE 01/11/12 SNFF-2 OF ? SIGNED: 0810712015 EN yM9d' 6` 0,61251 *= TTAHHTttE O F 4r i0 . - REV 't`•'clOR10P;• Ni'Z A I" MIN _ 2 1/2" MIN SEPARATION 1~ I EDGE DISTANCE Q 1 1 /4" a a ° CSe JFi MIN. EMBEDMENT M.ASONRYiCONCRETE I BY OTHERS 1 /4" TAPCON SECT5796 CLIP SECT M-2302 MULLION SECT5796 CLIP f 10 bY00D SCREW i WOOD FRAMING/ 2X BUCK i BY OTHERS 1 3/8" MIN. EMBEDMENT 1/2" WN EDGE DISTANCE VERTICAL CROSS SECTION MASONRYiCONCRETE AND WOOD FRAMING INSTALLATION 3.75E 1.000" 0.375" i 0.422" i 2.032" 2.875" II 0.843" 2X 00.210" SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125" THICK 3.750" 2.189" — i 1.000" i G.843.. I— -i l i .562 ' SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125" THICK 3.261 " ---- — ------- — 1.375" -- i 0.843" 0.375"' 2X 00.210 i 3.250" 4.000" MT000022 CLIP 16GA (063) GALVANIZED STEEL REVISIONS F.EV I DESCRIPTION DhTE A??ROVED A REVISED INSTALLATION DETAILS 0&/07/15 RL. ' 2.920" 1 .510 1. 125" L SECT M-2302 MULLION ALUMINUM 6005-T5 .125" THICK M.- 2> CLIP INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-2302 — VERTICAL MULLION 83 MULLION SPAN INSTALLATION DETAILS DRAWN: DWG NO. V.L. 08-01447 SCALE NTS IDATE 01 /1 1 /1 2 S"EE' 3 OF 3 SIGNED: 0810712015 L Oy/ ter •\G E N 8<'qiP p TAT 6OF '` ONAL,a i.•. N Date: Quotation #: Quote Name: Job Name: Item Drawing Summary 11/1/2016 Q-519445 Stella Homes None Qty Description I COMPLETE DOOR; 16-0" X 7-0" 4-4 R2560S; STAMPED STEEL CARRIAGE NI SANDSTONE; IOK TORSION 12" STD 2 BRKT WOOD; 1" TUBE; (2) SIDE LOCK; 1 ]-BALL NYLON; 14 ga Hinges; 4- 3.5x4 E Strut; TRK BRKT LOOSE; SPRING LOOSE; DEC. HANDLES; HINGE STRAP 4; WINDLOAD: FL+31.3/-34.9 PSF; IMPACT RATED (16660.11-R5); Name: Phone: Address: Reference 320 Sycamore * Wauseon, OH 43567 Configuration # C-802645- W Door Drawing Track Drawing Torsion Spring Drawing Haas Door (1 of 4) VIEW OF EXTERIOR SEE SPRING DRAWING FOR SPRING ANCHOR AND SHAFT SUPPORT SIZE AND LOCATION. w I I t t DOOR WIDTH INTERIOR ELEVATION v20 GA. C-SHAPED STEEL STILES @ ALL HARDWARE ATTACHING POINTS, MECHANICALLY FASTENED TO THE STEEL SKIN. CENTER HINGE DETAIL AVAILABLE SECTION HEIGHTS ARE 21" AND 24". NOMINAL THICKNESS OF SECTION WITH END STILES TO BE 2". STEEL SKINS TO BE PRE -PAINTED WITH A URETHANE PRIMER BASE COAT AND A BAKED -ON POLYESTER TOP COAT. INTERIOR COLOR IS WHITE. 17 GA. GALV. STEEL ROLLER TOP ROLLER BRACKET, FASTENED TO END STILE WITH (4) 1/4-20 X 3/4" SELF TAPPING TEK SCREWS. MINIMUM 18 GA. GALV. STEEL ROLLER HINGE FASTENED TO END STILE WITH (4) 1/4-20 X 3/4" SELF TAPPING TEK SCREWS. 25 GA. HOT DIPPED GALVANIZED STEEL DOOR SECTION. MINIMUM 13 GA. GALV. STEEL BOTTOM ROLLER BRACKET FASTENED TO END STILE WITH 3) 1/4-20 X 3/4" SELF TAPPING. TEK SCREWS. BOTTOM ASTRAGAL SIDE ELEVATION OF DOOR 41-1 /2" 16-E]EII- i PANEL DIMENSIONS 320 Sycamore St. MODEL R2560 Wauseon, Ohio 43567 @ Copyright 2014 DOOR DATA Job Name Stella Homes (0-519445)-1 aerial Number C-802645-W Door Color Sandstone Door Width 16-0" Door Height 7-0" Section Quantity 4 Quantity of Panels 4 Spring Cycle Life 10K Spring Quantity 2 Lite in Panel No. NONE ite in Section No. NONE Sect Heights Btm to Top) 21, 21, 21, 21 Operator (by other) No nY 01,-- 4; y 1-1/2" x 1-1/2" x 13 GA. GALV. STEEL HORIZONTAL STIFFENER HEADROOM u- BACK ROOM 12" ROOF PITCH TRACK HORIZONTAL TRACK SUPPPORT BY INSTALLER TO SUIT) GALV. STEEL TRACK TAPERED @ 1/8" PER FOOT TO PROVIDE A WEDGE TYPE CLOSING ACTION. TRACK BRACKET @ 24" ON CENTER (TYP.) STANDARD LIFT 1-1/2" x 1-1/2" x 13 GA. STEEL ANGLE 5/16" DIAMETER BOLT OR WELD ALL CONNECTIONS oo (TYPICAL) GALVANIZED STEEL HORIZONTAL TRACK HORIZONTAL TRACK SUPPORT 3-3/4" — OPENING MINIMUM WIDTH CLEARANCE 3-3/4" IINIMUM EARANCE JAMBS BY OTHERS JAMB SEAL BY OTHERS) 12 GA. GALV. STEEL TRACK BRACKETS @ 2'-0" O.C. 2" GALVANIZED STEEL TRACK FASTENED TO TRACK BRACKETS WITH 1/4-20 x 1/2" HARDWARE. 14 GA. GALV. STEEL ROLLER HINGE FASTENED TO END STILE WITH (4) 1/4-20 X 3/4" SELF TAPPING TEK SCREWS. SIDE ROOM CLEARANCE 2" STANDARD LIFT BRACKET MOUNT DOOR DATA Job Name Stella Homes (Q-519445)-1 erial Number C-802645-W Architect NA Contractor NA Distributor/ Dealer NA oor Schedule NA Door Width 16-0" Door Height 7'-0" Lift Type 12" Radius Roof Pitch None enter Line of Shaft 93 Headroom 11.5 Backroom 104 Drawn By nbsp; Date 11/12016 D 320 Sycamore St. Wauseon, Ohio 43567 @ Copyright 2009 DOOR WIDTH 7-1/2' LEFT HAND CABLE MIN, RIGHT HAND CABLE DRUM (RED) DRUM (BLACK) RIGHT WOUND SPRING LEFT WOUND SPRING RED CONE) (BLACK CONE) SPRING ANCH R OF DOOR CABLE CENTER OF SHAFT RIGHT LEFT WOUND WOUND SPRING SPRING 7.- 320SycamoreSt. STANDARD LIFT WITH (2) Wauseon, Ohio 43567 Copyright2013 SPRINGS ON 1"TUBE SHAFT DOOR DATA Job Name Stella Homes (0-519445)-1 Serial Number C-802645-W Door Model R2560 Door Width 16'1" Door Height T-0" Springing Weight 329 Lift Type 12" Radius Spring Cycle Life 10K Coil Inside Diameter 2" Wire Size 262 Spring Length 36 Spring Turns 8.0 IPPT 93.9 Total Torque M IP) 748.5 Drum 400-8 Cable Diameter 1/8" Cable Length 105 enter Line of Shaft 93 0- w Application Instructions for FORMERLY HERITAGE® 30 jTAM,:K0:] HERITAGE® BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS. THIS PRODUCT IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER (BELOW 40°F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMPORTANT. It is not necessary to remove the plastic strip from the back of the shingles. I. ROOF DECK These shingles are for application to roof decks consisting of plywood or sheathing boards capable of receiving and retaining fasteners, and to inclines of not less than 2 in. per foot. For roofs having pitches 2 in. per foot to less than 4 in. per foot, refer to special instructions titled Low Slope Application". For roofs having pitches greater than 21 in. per foot, refer to special instructions titled "Mansard Roof or Steep Slope Roof'. Shingles must be applied properly. TAMKO assumes no responsibility for leaks or defects resulting from improper application, or failure to properly prepare the surface to be roofed over. NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth, dry and free from warped surfaces. It is recommended that metal drip edges be installed at eaves and rakes. PLYWOOD: All plywood shall be exterior grade as defined by APA - The Engineered Wood Association. Plywood shall be a minimum of 3/8 in. thickness and applied in accordance with the recommendations of APA - The Engineered Wood Association. SHEATHING BOARDS: Boards shall be well -seasoned tongue - and -groove boards and not over 6 in. nominal width. Boards shall be a 1 in. nominal minimum thickness. Boards shall be properly spaced and nailed. 2. VENTIWITION Inadequate ventilation of attic spaces can cause accumulation of moisture in winter months and a build up of heat in the summer. These conditions can lead to: 1. Vapor Condensation 2. Buckling of shingles due to deck movement. 3. Rotting of wood members. 4. Premature failure of roof. To insure adequate ventilation and circulation of air, the ventilation system must include inlets and outlets. This may be accomplished with a combination of ridge and soffit vents or by using gable end vents. FHA minimum property standards require one square foot of net free ventilation area to each 150 square feet of space to be vented. This may be reduced to one square foot of ventilation area per 300 square feet if at least 40% and not more than 50% of venting is provided not more than 3 feet below the ridge or if a Class I or II vapor barrier is installed on the warm in winter side of the ceiling in climate zones 6, 7, and 8 as recommended by the 2012 International Residential Code. For more information consult your design professional. If the ventilation openings are screened, the total area should be doubled. IT IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VENTILATION. FASTENERS WIND CAUTION: Extreme wind velocities can damage these shingles after application when proper sealing of the shingles does not occur. This can especially be a problem if the shingles are applied in cooler months or in areas on the roof that do not receive direct sunlight. These conditions may impede the sealing of the adhesive strips on the shingles. The inability to seal down may be compounded by prolonged cold weather conditions and/or blowing dust. In these situations, hand sealing of the shingles is required. To insure quicker sealing, apply 4 quarter -sized dabs of TAM -PRO@ SBS Flashing Cement, TAMKO or TAM -PRO@ Plastic Roof Cement, or TAMKO Tam -Seal Adhesive, meeting ASTM D 4586, Type 1, on the back of the shingle 1 in. (25mm) and 13 in. (330mm) in from each side and 1 in. (25mm) up from the bottom of the shingle. Press shingle firmly into the adhesive. For maximum wind resistance along rakes, install any TAM KO starter shingle including sealant or cement shingles to the underlayment and each other in a 4 in. (102mm) width of TAM - PRO@ SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting in the asphalt flowing, dripping and staining. Shingles must also be fastened according to the fastening instructions described below. Correct placement of the fasteners is critical to the performance of the shingle. If the fasteners are not placed as shown in the diagram and described below, this will result in the termination of TAMKO's liabilities underthe Limited Warranty. TAMKO will not be responsible for damage to shingles caused by winds in excess of the applicable mph as stated in the Limited Warranty. See Limited Warranty on the wrapper or tam ko.com for details. FASTENING PATTERNS: Fasteners must be placed 6-1/8 in. from the bottom edge of the shingle, penetrating through the common bond, and located horizontally as follows: 1) Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener 1 in. from each end and one 13-1/2 in. from each end of the shingle for a total of 4 fasteners. See Standard Fastening Pattern illustrated below). STANDARD FASTENING PATTERN FASTENERS NAIL ZONE COMMON BOND 6-1 I I I I I I I EXPOI URE 5-5/8" 1L — 12-1/2"—- 12-3/8" 12-1/2"-- -1" Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamkoxom Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 1 or CONTINUED from page 1) FORMERLY HERITAGE® 30 TAMKO HERITAGE® BUILDING PRODUCTS LAMINATED ASPHA6T SHINGLES Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS 2) Mansard Fastening Pattern. (For use on decks with slopes greater than 21 in. per foot.) One fastener 1 in. from each end and one fastener 8-1/2 in. from each end and one fastener 16 in. from each end for a total of 6 fasteners per shingle. (See Mansard and High Wind Fastening Pattern illustrated below.) MANSARD AND HIGH WIND WARRANTY FASTENING PATTERN FASTENERS NAIL ZONE COMMON BOND 6-1/8" F SURE 5-5/B" I Ifs-trz" _trz"+If -ya"-I -+rz^-t rz"+I I t „ 1 3) High Wind Warranty Fastening Pattern. (For High Wind Warranty Application requirements) One fastener 1 in. from each end. One fastener 8-1/2 in. from each end and one fastener 16 in. from each end for a total of six (6) fasteners per shingle. In addition to this shingle fastening pattern requirement for High Wind Application, TAMKO also requires the use of TAMKO starter shingles including sealant strip at eaves and rakes. Alternatively, along rakes, cement shingles to the underlayment and each other in a 4 in. (102 mm) width of TAM -PRO® SBS Flashing Cement, TAMKO or TAM -PRO@ Plastic Roof Cement, or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting in the asphalt flowing, dripping and staining. High Wind Application is offered on new construction or complete tear -off applications only. It is not offered for recover applications. If High Wind Application requirements are not followed, the High Wind Application Warranty MPH, as stated on Table I in the Limited Warranty, reverts to the Standard Application Wind Warranty MPH limit. (See Mansard and High Wind Fastening Pattern illustrated above.) NAILS: TAMKO recommendsthe use of nails asthe preferred method of application. Standard type roofing nails should be used. Nail shanks should be made of minimum 12 gauge wire, and a minimum head diameter of 3/8 in. Nails should be long enough to penetrate 3/4 in. into the roof deck. Where the deck is less than 3/4 in. thick, the nails should be long enough to penetrate completely through plywood decking and extend at least 1/8 in. through the roof deck. Drive nail head flush with the shingle surface. Properly Driven Improperly Driven min diameter underdriven overdriven crooked i AsphaltShingles Decking ia_ S 1/4" nominal straight, good penetration, Inadequate too deep, cuts Inadequate and flush with shingle surface penetration Into shingle anchorage STAPLES: If staples are used in the attaching process, follow the above instructions for placement. All staples must be driven with pneumatic staplers. The staple must meet the following minimum dimensional requirements. Staples must be made from a minimum 16 gauge galvanized wire. Crown width must be at least 15/16 in. staple crown width is measured outside the legs). Leg length should e s Properly Driven Improperty Driven underdriven overdriven crooked nles crown of the staple must be parallel to the length of the shingle. The staple crown should be driven flush with the shingle surface. Staples that are crooked, underdriven or overdriven are considered improperly applied. CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE NAIL ZONE COMMON BOND AS SHOWN IN THE FASTENING PATTERN DIAGRAMS. 4. UNDERLAYMENT UNDERLAYMENT. An underlayment must be applied over the entire deck before the installation of TAMKO shingles. Failure to add underlayment can cause premature failure of the shingles which is not covered by TAMKO's Limited Warranty. Products which are acceptable for use as underlayment are: Asphalt Saturated Felt Underlayments: SuperX 30TIl Underlayment TAMKO No. 15 Asphalt Saturated Organic Felt Any TAMKO non -perforated asphalt saturated organic felt A non -perforated asphalt saturated organic felt which meets ASTM: D226, Type I or II or ASTM D4869 Specialty Underlayments: Tam -Shield® Synthetic Underlayment or Synthetic Shield Underlayment TAMKO TW Metal and Tile Underlayment, TW Underlayment and Moisture Guard Plus® (additional ventilation may be required. Contact TAMKO's Technical Services Department for more information.) A self-adhesive underlayment designed for use with asphalt shingles which meets ASTM D1970. For Asphalt Saturated Felt Underlayments: Apply the felt when the deck is dry. On roof decks with slopes 4 in. per foot and greater apply the felt parallel to the eaves lapping each course of the felt over the lower course at least 2 in. Where ends join, lap the felt 4 in. If left exposed, the felt may be adversely affected by moisture and weathering. Laying of the felt and the shingle application must be done together. For All Other Specialty Underlayments: On roof decks with slopes 4 in. per foot and greater apply the underlayment parallel to the eaves in accordance with underlayment written application instructions. The underlayment should not be left exposed for a longer period of time than is specified in the underlayments written application instructions. The final roof covering must be installed before the structure is exposed to adverse weather conditions, such as wind driven rain, high wind, hail, ice storms, etc. (Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 2 91 16 CONTINUED from page 2) FORMERLY HERITAGE® 30 HERITAGE® LAMINATED ASPHALT SHINDIES Dallas, TX e Frederick, MD e Joplin, MO e Phillipsburg, KS In areas where ice builds up along the eaves or a back-up of water from frozen or clogged gutters is a potential problem, TAMKO's Moisture Guard Plus®, TW Metal and Tile Underlayment or TW Underlayment (or any specialty eaves flashing product) may be applied to eaves, rakes, ridges, valleys, around chimneys, skylights or dormers to help prevent water damage. Contact TAMKO's Technical Services Department for more information. Substitute products as shingle underlayment should not be used S. APPLICATION INSTRUCTIONS STARTER COURSE: A starter course may consist of TAMKO Shingle Starter, TAMKO 10-inch Starter or self-sealing 3-tab shingles. If self- sealing 3-tab shingles are used, remove the exposed tab portion and install with the factory applied adhesive adjacent to the eaves. Attach the starter course with approved fasteners along a line parallel to and 1.5 in. to 3 in. above the eaves edge. The starter course should overhang both the eaves and rake edges 1 /4 in. to 3/8 in. if drip edge flashing is not used along the eaves or rakes. If drip edge flashing is present, install shingles even with the drip edge. For maximum wind resistance along rakes, install any TAMKO starter shingle including sealant or cement shingles to underlaymem and each other in a 4' (102 mm) width of TAM -PRO® SBS Flashing Cement, TAMKO or TAM -PROS Untlenaymant DeckPlasticRoot\ement or TAMKO Tam -Seal Adhesive. Eave fleshing or asphalt saturated felt Dripedge Rake Fasteners 1`\\ locatedl-12'toT 1` from rake edge Start first strip with l2 shingle Starter stops overhang Self-sealing Eave Fasteners Drip edge ovetl, Inch follow with full and rakes adhesive located strips in order to offset with the 1 /4" to 3/8' it no drip edge positioned 1-10 to 3' first shingle course. flashing is present. t drip along eaves from eave edge edge flashing is present, or rake edge install shingles even with drip edge. SHINGLE APPLICATION: Start the first course with a full size shingle and overhang the rake edge 1 /4 in. if drip edge is not present. If drip edge is present, align shingle edge with drip edge flashing. Cut 10-3/8 in. from a full shingle to form a shingle 29 in. long. Use this to start the second course (see diagram below). Cut a 23 in. long shingle to start the third course. Use the remaining 16-3/8 in. piece 10-3re" repeat 29a Worrell a.9/a° k 23a 29 6th course 10.3/9" 23" 16-3/8" 4M course 16-3/8" 3rd course 23° 2nd course 9 i` (° 29" lstcourse Full Breve 1 a3/a" of shingle to start the fourth course and use the remaining 10-3/8 in. piece to begin the fifth course. Continue up the rake in as many rows as necessary using the same formula as outlined above. The butt of the shingle should be aligned with the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. exposure (see shingle application drawing illustrated on this panel). When you make your final cut at the roof's edge, flip any pieces that are 8 in. or longer back onto the roof. These pieces can be worked in anywhere without creating zippers or color variations. NOTE: Do not align joints of shingle courses when working in cut pieces. Joints should be no closer than 4 in. from one another. 1•Ou[ your first course shingle to make 29" and a 10 3/a" length. Cut a second shingle to make a 23' and a 16 3/8' length. i 103/8' M 7 2Begin application with a lull length shingle. Thenlayyour29", 23', 16 3/8' and 10 3/8" lengths. As you can see, three shingles with two cuts make live courses. 3Continue working your way across Me roof. when you make your final cutattheroofsedge, flip any places that are or longer back onto the roof, These pieces can ce worked in anywhere wiMold creating zippers or color variations. NOTE: Do not align Jolnte of shingle courses when writing In cut posse. Joints should be no closer than 4' Men one snali 6. LOW SLOPS APPLICATION On pitches 2 in. per foot to 4 in. per foot cover the deck with two layers of underlayment. Begin by applying the underlayment in a 1/2- sheet width along the eaves and overhanging the drip edge by 1/ 4 to 3/4 in. Place a full -sheet width over the 1/2-sheet width starter piece, completely overlapping it. All succeeding courses will be positioned to overlap the preceding course by 1/2-sheet width. If winter temperatures average 25eF or less, thoroughly cement the laps of the entire underlayment to each other with TAM -PRO or TAMKO Plastic Roof Cement from eaves and rakes to a point of a least 24 in. inside the interior wall line of the building. As an alternative, TAMKO' s Moisture Guard Plus®, TW Metal and Tile Underlayment, or TW Underlayment self -adhering underlayment may be used in lieu of the cemented felts. 1. MANSARD ROOF OR STEEP SLOPE ROOF If the slope exceeds 21 in. per foot (601, each shingle must be sealed with TAM - PRO® SIBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive immediately upon installation. Quarter -sized dabs of cement or adhesive must be applied to shingles with a 5-5/8 in. exposure, use 6 fasteners per shingle. See Section 3 for the Mansard Fastening Pattern. Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 CONTINUED from page 3) FORMERLY HERITAGE® 30 1 A RUmRV 1 HERITAGE® BU11601NO PRODUCTS LAMINATED ASPHA6T SHING6ES Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS 8. BE -ROOFING Before re -roofing, be certain to inspect the roof decks. All plywood shall meet the requirements listed in Section 1. It is not recommended to install laminated asphalt shingles directly over existing laminated shingles due to the unevenness of the existing mufti -layered shingles. The performance of the sealant feature may be compromised, preventing the shingles from sealing properly. It is acceptable to install laminated shingles over existing three -tab strip shingles which are flat and essentially intact. Nail down or remove curled or broken shingles from the existing roof. Replace all missing shingles with new ones to provide a smooth base. Shingles that are buckled usually indicate warped decking or protruding nails. Hammer down all protruding nails or removethem and refasten in a new location. Remove all drip edge metal and replace with new. If re -roofing over an existing roof where new flashing is required to protect against ice dams (freeze/thaw cycle of water and/or the backup of water in frozen or clogged gutters), remove the old roofing to a point at least 24 in. beyond the interior wall line and apply TAMKO's Moisture Guard Plus®, TW Metal and Tile Underlayment, or TW Underlayment. Contact TAMKO's Technical Services Department for more information. Measurements will vary when nesting over an existing 5 in. exposure single roof: Call TAMKO Technical Services for further information. The nesting procedure described below is the preferred method for reroofing over existing metric size shingles with a 5-5/8 in. exposure. See description below: Starter Course: Remove the tabs and an additional portion from the head of a full size shingle so that its height is equal to the exposure of the existing shingles. Position the resulting strip over the existing roof edge (with the factory -applied adhesive strip along the eaves). Cut approximately 6 in. from the rake end and applythe remaining portion at the eaves. Continue the starter strip by applying full length shingle strips cut to height as above, evenly along the existing roof at the eaves. The existing roof should overhang the eaves far enough to cant' water off into the gutter. If this is not the case, cut and apply the starter strip so that it will provide sufficient overhang for proper drainage. First Course: Remove an amount from the butt edge of a full-size shingle so that the remaining portion of the shingle fits between the butts of the existing third course. This course must also be applied evenly along the eaves edge of the new starter strip. Second and Succeeding Courses: Remove 10-3/8 in. from the rake end of the first shingle in the second course, and continue with full width shingles for the remainder of the course, placing the top edge of each new shingle against the butt edge of the old shingle in the course above. This method should create an exposure of 5-5/8 in. afterthe first course. When beginning the succeeding courses continue to follow the Heritage application instructions. (See section 5). 9. VALLEY APPLICATION Over the shingle underlayment, center a minimum 36 in. wide sheet of Moisture Guard Plus®, TW Metal & Tile Underlayment, or a minimum 50 lb. roll roofing in the valley. Nail the underlayment only where necessary to hold it in place and then only nail the outside edges. IMPORTANT. PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLES TO FORM VALLEY. After valley flashing is in place: Apply the first course of shingles along the eaves of one of the intersecting roof planes and across the valley. Note: For proper flow of water overthe trimmed shingle, always start applying the shingles on the roof plane that has the lower slope or less height. Extend the end shingle at least 12 in. onto the adjoining roof. Apply succeeding courses in the same manner, extending them across the valley and onto the adjoining roof. Press the shingles tightly into the valley. Use normal shingle fastening methods. Note: No fastener should be within 6 in. of the valley centerline, and two fasteners should be placed at the end of each shingle crossing the valley. To the adjoining roof plane, apply one row of shingles vertically facing the valley and 2 in. back from the valley centerline. Note: For a neater installation, snap a chalkline over the shingles for guidance. To complete the valley, apply shingles on the adjoining roof plane by positioning the tip of the first shingle of each row at the 2 in. point from the centerline where the edge of the vertical shingle has been applied, covering the vertical shingle. Minimum 36" wide sheet of Moisture Guard Plus, TW Metal & Tile or " heaviE Underlayment Valley centerline 1 Extra nail in dace tip of shingle on the edge of the vertical shingle, 2 inches back from valley centerline and covering the vertical shingle. Extend end shingle 12"-18" beyond valley centerline No fasteners within 6" of centerline FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT 800-641-4691. Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 4 CONTINUED from page 4) FORMERLY HERITAGE® 30 rT___AMKO HERITAGE® BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS 10. RIP AND RIDGE FASTENING DETAI6 Apply the shingles with a 5-1/8 in. exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds. Secure each shingle with one fastener on each side, 5-5/8 in. back from the exposed end and 1 in. up from the edge. TAMKO recommends the use of TAMKO Hip & Ridge shingle products. Where matching colors are available, it is acceptable to use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces. Fasteners should be 1/4 in. longer than the one used for shingles IMPORTANT. PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER. Direction of prevailing wind Start 5-1/8" exposure here 1„ y-11 I Fastener i 11 Starthere 5-1/8" exposure THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS. IF YOU HAVE ANY QUESTIONS REGARDING THESE APPLICATION INSTRUCTIONS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT 800-641-4691. Information included in these application instructions was current at time of printing. To obtain a copy of the most current version of these application instructions, visit us online at tamko.com or call us at 800-641-4691. TAMKOS, Moisture Guard Plus®, Tam -Shield®, TAM -PROS and Heritage® are registered trademarks and SuperX 30 is a trademark of TAMKO Building Products, Inc. Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 5 JP69909 PROJECTNAME: I'inI Cc--.,tz-,- -,T11f--,F7"- DATE n PROJECT LOCATION: 5AA )jF=c-,PI_) ri PROJECT No.: /8'a SS° FIELD CONTACT: MA-7- -;ARRIVAL TIME: P- 3© ABM CLIENT: A DEPARTURE TIME: 9. oD AM MATERIAL COMPACTION TESTED: 14KN c>o 125 REQUIREMENTS: rj % MODIFIED STANDARD Lab. Comp. Nuclear Drive Sleeve Relative Location of Test Wet Moisture Dry Com- Test OMC PCF Density MoistureI Total I Wet Density Content Density paction Elevation Count Count Wet Wt. Weight DENSITY STANDARD COUNT: MOISTURE STANDARD COUNT: SLEEVE CONSTANT: SLEEVE WEIGHT: COMMENTS: bH Q FIELD IN -PLACE DENSITY REPORT RECORD TECHNICIAN: ;/ COPIES TO:, ND ES=LNG ENGINEERING CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS RECEIVED BY 605 West New York Ave., Ste. A • DeLand, FL 32720-52.43 386) 734-8444 • FAX (386) 734-8541 L_ _ FOUNDATION SURVEY LEGAL DESCRIPTION: 0 LOT 1 AND 2, BLOCK 7, BEL-AIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGES 79 AND 79A, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO: CYPRESS HOMES I s''sr I I I I M C1 (M WM N CN a LO M LLB N 1401 COURT STREET, SANFORD, FLORIDA 32771 2 (60' Right -of -Way) -01. #1 Court Street Asphalt Road) 2' Curb & Gutter Block Corner 103.48' (M) Find. 3/4" IP 103.75' P4oIdentification) 49.75' (P) a,Z"t4,49.77' (Calc) h° .(o° "o CD . c. N i i d.O I 15.0' N.... 21.1'.'.uo N.' 5.5' I. I. 1. Form Board. m . .. Location... ..... 05/01/18) , • ; . Residence # 1401 I . FFE=35.45' I. 19.9' I• 40.0........ 't to i- i v co 3°s°a• LOT 1 114.63'; Block 7 11Ma601I Find. Round C.M. No Identification) 54. 00'(P) 51. 5' LOT 2 Block 7 51. 5' Fnd.'/ V Rebar R/ W) & Cap "PSM 3382" 108. 00' (P) 108. 15' (M) a O O CN qNW= W c M O m 00= Pb C) O 00C:) 3 Lot 3 Block 7 T 11 AOHE OHE — 60' ( P) wPP 54.00' (P) 'P 7 Utility Easement I " PSM 3382" Find. 3" Axle IN. 0.52', E. Lot 11 Block 7 Benchmark Information - Seminole County Datum Elevation: 38.40' Seminole County Nail/Disc. Benchmark # 8133702 Elevations are based upon NAVD 88 Datum) Added Foundation Survey: 05/01/18 Revised FFE: 2/5/18 Revised Plot Plan: 04105/18 Revised Plot Plan: 2/1/18 Revised Plot Plan: 03/14/18 Added Plot Plan: 2/1/18 Revised Plot Plan: 2/22118 Original Survey: 5/8/16 Field Date: 5/l/2018 Date Completed:05/02/18 Drawn By: B.J. File Number:IS-28104 FO Legend- C Calculated PC -Point of Curvature C CentedinePg. - Page B Concrete Block PI - Point of Intersection CM Concrete Monument P.O.B. - Point of Beginning Conc. Concrete P.O.L - Point on Line D Description PP -Power Pde DE Drainage Easement PRM - Permanent Reference Esmt. Easement Monument F. E.M.A. - Federal Emergency PT - Point of Tangancy Management Ageocy R - Radius FFE Finished Floor Elevation Red. - Radial Fnd. Found R&C - Rebar & Cap IF, Iron Pipe Rec. - Recovered L Length (Arc) Rfd. - Roofed M Measured Set - Set 'A" Rebar & N& D N.If & Disk Rebar Cap "LB 7623" N. R. Non-Radlal Typ. - Types ORB Official Records Book UE _ UtilityEasement tterPPlatwjMMeterP. B. Plat Book A - Delta (Central Angle) r- F Wood Fence 0- - Chain Link Fence Fnd.'/ a" Rebar 7' Utility Easement Cap'_ PSM 3382'------_ Lot 12 Block 7 Lot 13 Site Benchmark Information- Block 7 0# 1 Set Nail & Disk "Trav LB 7623" in top of curb. Elevation: 32.80' 2 Set Nail & Disk "Trav LB 1623" in face of curb. Elevation: 33.43' Graphic Scale 15' 30' 60' Scale: 1"=30' Survey Is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Subject to any Easements and/or Restrictions of Record. Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a'BB Building Ties are NOT to be used to reconstruct Property Lines. Fence Ownership Is NOT determined. Roof Overhangs. Underground Utilities and/or footers have NOT been located UNLESS otherwise— ed. Septic Tanks and/or Orainfield locations are approximate and MUST be verified by appropriate Utility Location Companies. Use of This Survey for Purposes other than Intended, Without Written Verification. Will at the User's Sale Risk and Without Liability to the Surveyor. Nothing Hereon shall be Construed to give ANY Rights or Benefits to Anyone Other than those Certified. POINTS OF INTEREST - NONE VISIBLE I hereby Certify that this Boundary Survey of the above Deac"ben Hropeny rs True and correct to the Best of my Knowledge and Belief as recently Surveyed under my Direction on the Date Shown. Based on Information furnished to Me as Noted and Conforms to the Standards of Practice for Land Surveyli In the State of Florida In accordance with Chapter 5J-17.052 Florida Administrative Codes, Pursuant t cCwn 472A27 Florida Statutes. FOR Patrick K. Irelan t` :F<oRtnr nos/ LID IOL. This Survey is intend y. pr use .is Certified Patties rni5 sofYey NOT VALID UNL and Emb6ssrld with Surveyor's Seal. Ireland & Associates Survgng, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www. irelandsurveying.corn Office- 407.678.3366 Fax-407.320.8165 Building &Fire Prevention Division SXi4FORD PERMIT APPLICATION FME DEPAIt ;MFNI Application No: Documented Construction Value: S Job Address: ii 1—iil u 1y.' T ) _ Historic District: Yes NoD Parcel ID: I i ' i 7 ~ ' Resideutiai CommercialTypeofWork: Newck A dition Alteration Repair Demo Change of Use Move e t Description of Work: WJ60 ,I "{ 16n t Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name 1 LlL Phone: Street: `T fh Red YI t IC(,! n Resident of property? : { City, State Zip: t l t f Z-17 Contractor Information ;, { Name I Phone: ` `T71- St/9— Street: 3C Fax: ) i -- tO q k r%S 4 1 .. tU State License No.: l y Z City, State Zip: — Architect/Engioeer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Mortgage Lender Address: Address: 13 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 BERECORDEDAND 'POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61' Edition (2017) Florida Building Code Revised: lanuwy 1, 20I8 Permit Application NOTICE: In addition to the requirements of this permit, 'there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of pennit submittal. A copy ofthe executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction,a zoning. w• 'Q Signature of Oaner1Agent Date „iSignature of Contractor/Agent Date Print Owner/Agent's Name Print C tractor/A g-enn-t'ts Name Y7 Signattre of Notan-State ol'Florida Date yrmturC u' tarv- tat3'flydda Date I e i zc 7 C cfGi ti' ems•• lAEUZAZEPEDA Commieslon # GG 157341 Explree November 2, 2021 Owner/ Agent is _ Personally Known to foie or oyFain In aace800 toi own to Me or Produced ID Type of ID Produced ID Type oi'I13—^— BELOW IS FOR OFFICE USE ONLY Permits Required: Building. Electrical Mechanical Plumbing[-] Gas Roof F Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised' January 1, 2019 Permit Appl ication BUILDER CYPRESS HOMES ATTENTION MATT PATTERSON MODEL PRESCOTT SUBDIVISION TBD ORLANDO KGR PLUMBING INC. 3939 FORRESTAL AVE SUITE 700 ORLANDO, FL. 32806 TAMPA 2311 S. DOCK STREET PALMETTO, FL. 34221 PHONE 407-947-7781 Kyle 407-898-2023 Office 407-948-3036 Meliza, 407-648-5654 fax EMAIL KYLE@KGRPLUMBING.COM ALL MATERIALS AND INSTALL OF PLUMBING WILL BE BY SCOPE OF WORK, SPECS, AND PLANS PROVIDED MISC. 1 AC CHASE LINES FOR MECHANICAL CONTRACTOR 50.00 50.00 1 50 GALLON ELECTRIC TALL WATER HEATER 305.00 305.00 1 THERMAL EXPANSION TANK 36.00 36.00 1 WASHING MACHINE HANSEN BOX 38.00 38.00 0 WASHING MACHINE PAN ON SECOND FLOOR 125.00 2 EXTERIOR HOSE BIBS WITH VACCUM BREAKERS 16.00 32.00 1 ICE MAKER BOX WITH HAMMER ARRESTOR 35.00 35.00 1 4" SEWER TO LATERAL CONNECTION AT STREET 100.00 100.00 1 1" WATER SERVICE TO SERVICE AT STREET 50.00 50.00 0 BACKFLOW PREVENTER INSTALLED AND TESTED, NO PRV 350.00 HALL BATH 1 STERLING ACCORD ABOVE FLOOR ROUGH TUB ONLY 152.00 152.00 1 SMOOTH WALL SET FOR ACCORD TUB 178.00 178.00 1 MTL 183 CHROME TUB/SHOWER TRIM 33.00 33.00 1 MOEN 62365 UPONOR VALVE WITH COPPER TO HEAD AND SPOUT 65.00 65.00 1 STERLING WINDHAM ELONGATED WATER CLOSET MODEL 402215 98.00 98.00 1 ELONGATED WOOD SEAT 16.00 16.00 1 MOEN 4925 LAVATORY FAUCET 69.00 69.00 1 OVAL CHINA DROP IN LAVATORY 27.00 27.00 MASTER BATH 1 MOEN MTL182 SHOWER TRIM 23.00 23.00 1 MOEN 62365 UPONOR VALVE WITH COPPER TO HEAD AND SPOUT 65.00 65.00 1 36 X 36 SHOWER BASE WITH ACCORD WALL SET 402.00 402.00 1 STERLING WINDHAM ELONGATED WATER CLOSET MODEL 402215 98.00 98.00 1 ELONGATED WOOD SEAT 16.00 16.00 2 MOEN 4925 LAVATORY FAUCET 69.00 138.00 2 OVAL CHINA DROP IN LAVATORY 27.00 54.00 KITCHEN 1 MOEN 67430 KITCHEN SINK FAUCET WITH SIDE SPRAY 89.00 89.00 1 STAINLESS STEEL 33, X 22 KITCHEN SINK DROP IN STYLE 75.00 75.00 1 BADGER 5 DISPOSAL 73.00 73.00 KGR COST 10 ALL WATER PIPING IN UPINOR PEX 40.00 400.00 10 ALL SANITARY AND VENT PIPING IN SCHEDULE 40 PVC 44.00 440.00 10 ALL MISC MATERIALS FOR TUBSET AND TRIM 32.00 320.0.0 10 LABOR FOR SAFE, INSTALL, TOP OUT, FINAL 120.00 1,200.00 0 SECOND FLOOR FIXTURE LABOR FOR SAFE INSTALL, TOP OUT, AND FINAL 140.00 1 LABOR FOR SAFE INSTALL OF SEWER AND WATER 150.00 150.00 10 OVERHEAD, PROFIT PER FIXURE OPENING, ETC. 105.00 1,050.00 NO PERMIT FEE IS ADDED TO THIS PERMIT ITOTAL 5,877.00 Documented Construction, Value: $ 5364.00 Job Addr6sv. 1401 Court St Historic District: Yes[]NoR] Parcel ID: 31 -1 9-31-504-07OM01 0 ResidentialCommercial[—] Type of Work: NewFV AdditionF Alteration RepairE] DemoF Change of Use E] Move F Description of Work: HVAC'new construction equipment with duct work. 1 3.0 Ton System with a 5kw' heater. 1,5.0 SEER 8.5 HSPF Plan Review Contact Person: Connie, Kulp Title: Exec Admin. ph6n& 407-886-3729 Fax; 407-781-1654 Email:connie@energyair.com Property Owner laformation Name Cypress, Homes Phone: Street: 4925 Red Brick Run 'Resident of property."'tw NO city; ,State. Zip: Sanford, FL 32771 Contractor Information Name Energyrgy Air, Inc Phone- 407-886-3729 Street- 5401 Energy Air Ct Fax: 407-781"1654 Orlando, 'FL 32810' StateLicenseN' CAC181017 City, .State Zip: ArchitottlEngineer Information Name: Phone,. Street: Fax. City, St, Zip: &mail: Bonding Company- Mortgage Lender:, Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COINIMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS' PROVEMENTS TO" YOUR PROPERTY. A, NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is'liereby made toobtain,a permit to do the work and installations as indicated. I ce,rtify, that no work or, installation has commenced prior to,the issuance of a pen -nit and that all work will be performed to meet standardss of all Taws regulating construction in this jurisdiction. I understand that, a separate permit must be secured for electrical Work, plumbing, signs, Wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6'h Edition (2017) Florida Building Code Revised; January, 1, 20f8 Permit Application NOTICE: In addition to the requirements :of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there maybe additional permits required from other goyprnmental entities such as water management districts', state agencies, or federal agencies. Acceptance of permit is verification that t 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;r-eview fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan_ review charge atld will be considered the estimated construction'value. of the fob at the time of submittal. The actual construction value will be figured based on the. current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated .charges figured off the executed contract exceed 1be. actual construction value; credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of theforegoinginformation is accurate and that all work will be done in compliance with all applicable, laws regulating construction and.. zoning. Signature of Owner/Agent Date. Print Owwner/Agent's.Namp Signaii rc4f Notary -State of Florida Date Owner/ Agent ;is 'Personally Known to Me or Produced. ID Type of ID. 23 / Signamraof Contractor/Agent, Date Pr cilt a/Age nt'ssName., Notary Publie5tateI of Florida. ConnieLeeKulp' a• My CorrtM'ss10 - t456@8; 00n Expires 101OT2021 Produced ID Type of -JD BELOW IS FOR OFFICE USE ONLY to Nle or Permits Required: Building. Electrical Mechanical Plumbing Gas Roof Construction Typei Occupancy Use: Flood Zone: p Y . Total Sq Ft: of Bldg Min. Occupancy Load:- of Stories: New Construction: Electric # of Amps Plumbing -# of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES`: WASTE WATER: ENGINEERING: FIRE: BUILDING: CON MENTS: Revised: January. i. 2018 Permit Application WORK ORDER job # 35874 Date:. 5/21/2018 I ci ihrfivkinn I Ph se I Bid I L/U T 13W] LiSLI . i voi BILL TO: Cypress'Homes Lot / Sub: 1401 CourtSt I I 1401 Court St ADDRESS: 4925 Red Brick Run CITY/ STATE/ZIP: Sanford, FL 32771 mm Job Address: City / State, / Zip Sanford JFL 132771 The Prescott Model/Bldg: Order Take'nBy: Job Contact: Matt Rattersor Equipment Brand: Carder 15 SEER Heat Pum A/ H-1 or Furnace FX40NF031L00 A/H-2 or Furnace Job Phone: 321 29'96589 Heater or Coil CE0501NOS Heater or Coil Date Requested: 5/25/2018 Date Reciuired: CU- 1 25HBC536A003 T' Stat: TH621OUZO01 Filter Base N/A AHU Location 1st FI Int Closet CU- 2 T' Stal: Filter Base AHU Location PermitInformation: Efficiency 15.00 SEER 8.5 HSPF Efficiency A/ H-3 or Furnace A/H-4 or Furnace MUSTBE, ACCURATE AND COMPLETE: Heater or Coil He.ater or Coil Bldg. Permit# Township: Sanford CU- 3 T' Stat: Filter Base, --,Filter W- 4 T' Stat: Base AHU Location AHU Location lhcl. on, Builders Permit: No Efficiency Efficiency Zoning Brand- Zone Kit,# 1 Zone Kit #2 Thermostat& Vdrlt. Damper ZD1 Z. D2 ZD3 EA! Pulls P&mit: YOS, Builder calls.1rispectibri: No, EAI calls inspection: Yes: Ventilation Cost: 3,11.88 I Trah06rmer ZD4 Vrge P(oted,t..br ZDS 5yPas$- Damper, #1 ZD6 gyPass Damper #2- Z67 PO Numbers Qty, Yes No Qty, Yes No Grs. Stamped Stl. 14 X. Flue Pipe.; X. Grs. Stamped Returns 7 X. f0t& Base x Grs^ White SA'Adj,., X Mery 8 Filter X, Grs. R,/A Whiter Alum 1 X Elect. Air Cl. x Kit. Hood Duct: 1 x 'Conc. Slab. x Kit. DoWo Draft Duct- X Heat Recovery: x bath fan 50 cfm 3 X Fresh Air- x bath fan lite combo x Bath Exh. Duct: x Dryer l x Vent: Special Instructions Or Comments: Accounting Department. Job # Invoice Due Date: EstimatedEstimatedTask - Description Hours Cost 03- Fabrication Labor 3,63 45.74 RoUghin 2682.00 28. 70 430.50 04-Installation Labor O& Piping Labor 6.75 114.75 Trim 2682.00 14- Kitchen Vent Trim 1 1 . 50 25.50 1, 199.80 02-Material/Tax 01 - Equiprifent/Tax 1,648.62 60. 00 09-Permit/O,iher 0 11 -Delivery Labor 1.34 16.90 20' Pull Material Labor 2.68 35.80 Total Contract: 5364.00 r- g.SG 42.50 II2-Startup Labor Project" Summary J°b'" wrightsoft'" y Date: Aug P., 2l)161 Entire House, BY - Energy Air, Inc 5401 Energy Air, Cl; Orlando, FL 32810 Phone: 407.886-3729 Email: 'ick@eneegyaiccom Web: www.energyair.com WINS R, For: The Prescott, Cypress Homes 1401 Court St, Sanford, FL 32771 Notes: 4 `"x`'•, 1' k._ S y t {-1"`w "^ MSy, t' `€ ,_ - '"• s 'w Da ,rd r ° f`•,59; '',, r"ti r, $. 4q s '+efteSt '"r'.rtr`'k'&.,- t'..r. "z, d, k:P??Y;7` MOM Weather:, Orlando Executive.AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44. F Outside db 93 F Inside db. 70 F Inside db` 75 F' Design TD26 F Design TD 18 IF Daily range L Relative humidity 50 q Moisture difference 44 gr/lb Heating S°u,mmary Sensible Cooling Equipment Load Sizing Structure- 18244" Btuh Structure= 22-064 Btuh Ducts: 24,34, Btuh Ducts 2885 Btuh BtLi Centralvent (0 cfm) 0 Btuh Central vent (0 cfm) non6) 0 none), Humidification 0 Btu",h Blower D Btuh Piping 0 Btuh Equipment load-20678 134uh Use mandacturer`s data y Race/ swingg` multipplier Equlp load 1. 00' 24950 Btuh InfiltrationPenhsensibleMethod Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2747 Btuh Ducts 536 Btuh Central vent (0 cfm) 0 Btuh Heatingg Coolingg none) Area ( ft2) 1897 1B9T Equipment latent load 3283 Btuh Volume ( ft3) 1.7700' 17700 Air changes/hour 0.38 0.20 Equipment Total Load (Sen+Lat) 28233 Btuh Equiv. AVF (cfm) 112 59 Req. total capacity at 0.70 SHR 3:0 ton Heating Equipment Summary Cooling EquipmentSumma y Make Carrier Make Carrier.., Trade CARRIER Trade CARRIER Model 25HBC53OA00300 Cond 25HBC536AQ0300 AHRI ref 91551,79 Coil FX4DNB037L AHRI ref 9155179 Efficiency 8.5 HSPF Efficiency 12.0 EER, 15 SEER Heating input Sensible cooling 24360 Btuh Heating output 34600 Btuh @ 47'F Latent cooling " 10440 Btuh Temperature rise 30 F Total cooling 34800 Btuh Actual air flow 1070 cfm Actual air flow 9070 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0.043 cfln/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point = 32 °F Backup': Input = 7 'kW, Output = 2415.7 Btuh, 100 AFUE Bold/ italic values have.been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w r r y h is oft^ 2018-May-21 16:33:23 Right - Suite® Universal 2018 18.0.11 RSU02534 Paget ACC% ... Wrightsoft\The Prescott - 1401 Court Slreet.rup Calc = MJ6 Front Door faces: S STATE" OF FLORIDA DEPARTMENT OF 'BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 wi! 1940 NORTHMONROE STREET TALLAHAS:SEE FL,32399-0783 KULP, ROBERT CRAIG ENERGYAIR INC 113 WISTERIA DR LONGWOOD FL 32779 Cpngratulations! With this license you become one ofthe,n'early one million Floridians licensed by the Department of Business and y STATE,OF FLORIDAProfessional'Regulation. Our professionals and businesses range. cy: from architects to yachf brokers, from boxers to barbeque DEPARTMENT OF,BUSINESS AND restaurants and they keep. Florida's econorny strong, e PROFESSIONAL REGULATIQN y, y do business in order CAC1,816317 SSUED 0611612016;idllk ttoo"servo you. wviw mer. r. information ab The ur services, please% , Eve da we work to im rove t e wa 'uve' There you can find more CERTIFIED AIR CQNO CQNTRt information about;our divisions: and_the regulations that impactk KULP ROBERT;CRAIGr 4 you subscribe to -department newsletters and team more about a ENERGY AIRINCH ;Sit, 4 the De artment'.s lnitiatives:. pOur mission at the Department' is: License Efficiently, Regulate > . Fairly. We constantly strive to serve you better so that you can isrceRnF Eo under the,.proviswn-s'ni Ch 489 FS. serveyourcustomers. Thank you for'doing business .in Florida, i*ra n date :-AUG Eza06si60000507and congratulations on our new license! , DETACH HERE RICK SCOTTi GOVERNOR KEN LAWSON, SECRETARY 1 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL;REGt7LATION' GO,NSTRUCTION, INDUSTRY LICENSING BOARD, CAC78t6317 - The: CLASSAAIR CONDITIONING CONTRACTOR Narfiedbelow IS CERTIFIED Undectle pro" visions: of Chapter 489 FS - >- ..` . a _ Expirationdate:= AUG,31, 2018 _ . > - .r' a n. 46 Y r KULP, RQBERT" CRAIGnx g x ENERGY 4IR'INC, 54t)1 ENERGYAIR CO„URT v _ , . , g, ORLANDO FL32810 3'y,.c ! 4 h y, '. .t sty h r" ' ph Y x ISSUED: 0611612016 DISPLAY AS REQUIRED By SEQ# L1606160000507 C , lient#-. 140284,9 131,ENERGAIR ACORD,. CERTIFICATE OF LIABILITY INSURANCE. THIS CERTIFICATE IS ISSUED AS'A MATTER OF INFORMATION ONLY AND CONFERS,'NO RIGHTS UPON THE - CERTIFICATE HOLDER. THI CERTIFICATE,DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXfENb,OR-,AILTER THE COVERAGE AFFORDED BY THE POLICIES, BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE ACONTRACT BE1WEEN,THE,,IS$UING INSURER(S), AUTHORIZED. REPRESENTATIVE 6,wPkODUdER, AND, THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an AQDITIONAL.INS the terms and conditions ofthe policy, certain policies may BB&T ins Urance, Services, Inc. PO Box 4927 Orlando, FL 32802-4927 4107 691-9600 Energy Air 5401 Energy, Air Court Orlando, FL 32810810 endo'rsement. A statementon thisxce,rtificate4oes not confer fthts1othe COVERAGES CERTIFICATE NUMBER'. 17-18 MSTR SAI PINC W , - 11 REVISIONN NUMIBER:, THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED, TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR, OTHER DOCUMENT' WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED, OR MAY PERTAIN; THE INSURANCE AFFORDED BY THE, POLICIES. I ,blEtC,R-114ED HEREIN IS SUBJECT TO ALL THE TERMS;, EXCLUSIONS AND .CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE .BEEN REDUCED BY PAID CLAIMS. INSRLTR TYPEPfl,NSURAN ADDL INSRIWVD U--B—R POLICY NUMBER POLICY E F F, MMIDDIMY) POLICY11.. LIMITS A X COMMERCIAL GENERAL LIABILITY, X GL00189881 0710112017 071011201 8'EAC'H' OCCURRENCE 1,000000 X,, CLAIMS -MADE X, I &tbUR Contract Liab: DAMAGE TO'RENTEO S1,000,000 MED EXP (Anyone person) 1 0,a00 ADV. INJURY 1,000,000I'l,PERSONAL GATE1,QENERALAGGRE s '2 000;000GENTPEISPER,: AGGREGATE LIMIT AP LI 51 PRO, POLICY ECT F] LOC TPRODUCT&- comptop,AG s2j0Q01000 OTHER D. AUTOMOBILE B VLLIABILITYi k CA106002401 ViO112017 CO 000 ZODILYINJURY (Per person) X ANYAUto, BODILY-JNJURY (P eraccident), X ALLOWNEU F-- 71SCHEDULED AUTOS AUTOS AUTOSNON -OWNED AUTOSHIREDAUTOSX, AUTOS Drive Oth Car RIP PROPERTY DAMAGE E G rcqlden PIP 101M0 A X UMBRELLA4.LIAB X OCCURX, OCCUR LIM13100014163, 07101/2017 07/011201l" EACH OCCURRENCE 10,660,900 AGGREGATE S EXCESS LIAB CLAIMS -MADE IjDEDXRETENTION $0 B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOWP40YIN N R/EXECUTIVE OFFICERIMEMIBER EXCLUDED? FNJ Mandatorytn NH) NIA! X WC202153015 07,1611,12617 OV011261 X 1 PER TH! STATUTE OER EL. EACH ACCIDENT 1,10001000, EL. DISEASE - EA EMPLOYEE 0,600,000 1( yes mdescribeunder D RIPTION'OF OPERATIONS below E.L. DISEASE -POLItY"Ll MIT $1,000,000 C Profess: Liab'& PGIIARk0230504 10/01612016 10/06/2017 2,000,0110, EaCK Claim Contractors. Ppillp 2, , 600,000,Aggrelgat6 DESCRIPTION OF OPERATIONS ILQCATIONSIVEHICLES (AqORP'10,1,'Xddi-ti-onal+Remarks,Sch6dule,,may be attached if more space It requireld) Additional Insured status with respect to ongoing operations and,compleled.6pptotlons is granted with, respect to 'General Liability, if required by Written contract per endorSeindrit"Additidnal Insured - Les eds or Contractors Endorsement" Form #CGL.084 10,11 Primary' and Ndn-Contributory With respectsto, General Liability if required by written contract per,"Additional'Ins' red - Lessees or Cbrittictort End6tsement!' Form # CQL084 1013. 1( See Attached Descriptions) City of Sanford P. O. Box 1788 300 N-Park Avenue Sanford, FL 32771 SHOULDANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF', NOTICE WILL 'BE DELIVERED IN, ACCORDANCE WITH THE. POLICY PROVISIONS. CcJ 1UUt$-ZU14 AWKIJ UVKFUKA I IUN.. All rigms reservea. ACORD 25 (2014/01) 1 of 2 TIheACOKD name and logo are registered marks of ACORD S181942991M18192363 PSBE c n CITY OF 1) IANF" Building & Fire Prevention Dhision PERMIT APPLICATION FIRE DEPARTMENT Application No: Documented Construction Value: $ 2,500.00 Job Address: 2400 Marshall Ave Historic; District: YesF]NoFv/1 Parccl,ID: 36-19-30-524-03001-0110 V( CommercialResidentiaIR F] Type of Work: Ney -Ivz AdditionF] Alteration. Repail-F]Demo R Change of UseR MoveE] Description of Work: New Residence Plan Review Contact Person: Jerry VroorhboUt Title: Vice President Phone: 4076701233 Fax:4076779919 Email: @titarlelectric-se.com Property Owner Information ff M Name Street: City, State zip. Phone: Resident of property?,: Contractor Information Name, Titan Electric Southeast Phone: 4076774080 Street: 6855 1 Hanging Moss Road Fax. 4,076779019 City, Stare Zip: Orlando, FL 32807 S I tate License No.. EC-1 3004431 ArchitecVEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE, FIRST INSPECTION. IF YOU INTENDEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to, meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work., plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date; 6"' Edition (20,17) Florida Building Code Revised: January 1, 20 18 permit Application A 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 aswater management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with .local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date. Print Ovniei/Agent's Name Signature of Notary -State of Florida, Date Owner/ Agent is Personally Known to .Me or Produced ID Type of ID Signalas of Nofa at f Florida Date 18 ASHLEY JONES c MY COMMISSION # GG033908 EXPIRES Aupu6t 18, 2019 Contractor/ Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler, Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood . Zone: of Stories: Plumbing - # of Fixtu Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application