Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
4017 Night Heron Dr 17-2479; NEW SFH
EMINOLECOUNTYOFSTATEMENT n r7IMPACTFEESTATEMENT1 &3V I STATEMENT NUMBER: 17100006 DATE: September 20, 2017 BUILDING APPLICATION #: 17-10000690 BUILDING PERMIT NUMBER: 17-10000690 UNIT j GADDRESS: NIGHT HERON DR 4017 17-20-31-502-0000-1860 1 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INVESTMENTS LLC ADDRESS: 27 N SUMMERLIN AVENUE ORLANDO FL 32801 LAND USE: SFR DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 4017 NIGHT HERON DR / LOT 186 SFR WYNDAM PRESERVE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Hou ing 705.00 1.000 ROAD COLLECTORS N%A dwl unit 705.00 Single Family Housing .00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 1.000 SCHOOLS dwl unit 54.00 CO -WIDE ORD Single Family Hou iing S,000.00 1.000 dwl unit 5,000.00 PARKS LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 I[l STATEMENT RECEIVED BY: SIGNATURE: PLEASE PRINT NAM ) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TI{IS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THk REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDERr. AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHEtOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-66S-7356. Page 1 of 1 TH181N3TRUNEIR PREP R p BYLlC I f l I I I I( I' I I I I") I' I I I I I I I I I I I I I I N°"r:-StaNSMH°mssFlorWa GRANT MALOYr SEHINOLE COUNTY aka Mang FL a2 ae GL4h:, OF CIRCUIT COURT d COMPTROLLER. BY, E°71.1 P9 16E6 f1P9>i NOTICE OF COMMENCEMENT SECORDED'u8/14//20E7O01:17,41 PH RE(:'! 'DING FEES $10.00 State of Florida RECORDED BY hde-i-we County of Seminole lt 1y' ..1, /mil1. — aPermitNumber. l Y 1 Parcel 1D Number 17-20-31-502-0000-1 St.0 no hereby ghm , - - Met krorovement will be made to certain real property. Chaplet 7till,, FWda hkies tallhebwtrgWwmetlonbProvidedInOftNotlaeofC4mrt and In a000rdanoe with DESCRIPTION OF PROPERTY: (t.eaat desalotlon of the womw and street address If ovetlablel GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Horses Florida, LLC Address: 1405 Old Alabama Road, Suits 200, Roswell, GA 30076 Fee Simple Tide Holder (H other Sren owneQ Name: NA Address: CONTRACTOR: Wattle: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Pomona within the State of Florida Designated by Owner upon whom notice or other doeumenle may be teased as provided by Section 713.13(1)(b). Florida btandse. Name: NA Address: In addition to tdmself, Owner Designates NA of To moolve a copy of the Lienoes Nonce as Provided In Section 713.13(1)(b). Florida Statutes. Exploatloc Dowlefoeobis of Commenowrant (The expiration deft le t year from data of rson Ing unless sdwe WARNING TO 014MA ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under po attles of perjury. I declare that I have read the foregoing and that the facts stated In It are true to tla st gs and belief. oveseI crs- s fiats.. owr. Prraw HW — Fanm se"713.rxryla): - m. awwffc m @W Va a1, of ew .neasrwu.d no *m 4m mmV a a4bsrn?. NOTARY PUS Cormno GG1L1OSTATEOF Slam of Ft e.:,. County of M e.. tyres wv2021 The f xogoing hutrument was ack1n_owledged befom mo thls day of 201k by (- plC _ . Who le pemonelly known tome Nrrn416 , m/dnp.OrERmrM OR who has produced identification type of WentlRgtlon produced: Sheyne Manuel NOTARY PUBLIC STATE OF FLORIDA COmmO GG113111 Expires 6f21/2021 Book8970/Pagel686 CFN#2017081860 Page 1 of 1 http://offfcialrecordsbv.seminolecierk.org/BrowserView/ 10/10/2017 CITY OF SANFORD AL 1 ` ii BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 2:1 a C'S-I.C1, Job Address: L-E-Ol-i t+_rzn Historic District: Yes No Parcel ID: 17-20-31-502-Q000- 1 $lop Wyndham Preserve Lot I g(o Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator 1 Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 •. Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA 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, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5ih Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application b (1401A Ln 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 lociil )rdinance. 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. 4 ' OWNER'S AFFIDAVIT: 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. 7 x 081j :4 Signature of Owner/Agent Date Signature of Contractor/Agent Date L?1c C(f, Print Owner/Agent's Name 0p .,X (L- Signanulofst,"a /l jP"y"Date NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 OE1Z=nally 1/ 2021 Owner/ Agent is Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name t Signature ofNotary-State of Florida Date Shayne Mangel sp. twNOTARY PUBLIC STATE OF FLORIDA Comm* GG1131 1 1 tW* lactt ir'fPlTet' i s11,• Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building® Electrical [R[ Mechanical[ Plumbing® Gas[]Roof Construction Type: IN Occupancy Use: P.3 Flood Zone: XIS " Z 6 12 . AZtaGuEP Total Sq Ft of Bldg: Min. Occupancy Load: I L4 # of Stories: 1 New Construction: Electric - # of Amps 150 Plumbing - # of Fixtures 1 Fire Sprinkler Permit: Yes No [Z' # of Heads Fire Alarm Permit: Yes No Q APPROVALS: • ZONING: J / UTILITIES: WASTE WATER: 5& 1COMMENTS: ENGINEERING: 6^ -. t- o•Z`t -" FIRE: BUILDING: SF '•-'1- c 1 Ok to construct single family home with setbacks and impervious area shown on plan. qq. q % tVviP. Igo( Op6b& 61ev. - T, GL Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # % 1- Z`4'7Q Address: Wo 17 d E,ff A4.,d. bp BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final PLl7MBING PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 t ;,• --' .•••-11.i fls CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction. Value: S I OS ,9 a 3 Job Address: c: t-E-01-I t'ji a)c4' rzn Historic District. Yes No Z Parcel ID: 17-20-31-502-Q000- I $(o O Wyndham Preserve Lot I &D Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 No Fax: 407-647-0700 State License No.: CGC1522347 . Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: Address: NA Mortgage Lender: NA 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, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code In effect as of that date: St° Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is 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 locWordinance. 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. 4 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. x 8(8114 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name A A . _. A Signature oftirt Sba1t k"Uc' Q Date NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 pocE :!Zonally 2112021 Owner/Agent is Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name Ua:j ::In pLexno JQ Signature of otary-State of Florida Date Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113,11111 P 1nct e fPl e l i s11 " Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS:, ZONING: UTILITIES: WASTE WATER: ENGINEERING: . FIRE: COMMENTS: BUILDING: Revised: June 30. 2015 Permit Application Revision Response to Comments Permit # l --I- - a-S{--t9 Project Address: L4Q1 C-,\ Contact: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date q l DtL I I --I— Ph: gLa --1 5q U L —1 v Fax: Email: ,S-t- lG i'1 r \Qil'Y S s (—c Ym Trades encompassed in revision: 0 Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 11 Building SF 41- 7'1- Q nW STARLIGHT ASHTON WOODS, HOMES September 22, 2017 Shayne Mangel STARLIGHT HOMES — ORLANDO 1064 Greenwood Blvd. Suite 124 Lake Mary, FL 32746 Subject: Brisson East/ Wyndham Preserver Permitting Comments Plans updated for the follow codes based on review comments on the Architectural plan set FBC 107 Reference: Addressed the following comments 1. Plans must be a site specific plan set 2. Index on cover page should be consistent to the pages present in lot specific plan set. 3. Remove Call out for 200AMP if it was present Shayne, Per your request we have addressed the Architectural reference items on the enclosed site specific plans sets. Please use the new site specific plan for your resubmittal. We have revised these comments and will include them on any future lot specifics plans. office. If you have any questions or would like any further clarification, please feel free to contact our Respectfully, V/0_10 Adam Weaver Vice President of Purchasing and Starlight Product Development Ashton Woods - Corporate Headquarters 1405 Old Alabama Road, Suite 200 1 Roswell, GA 30076 CITY Of SANFORD Ci l ?)CD Building & Fire Prevention Division FIRE DEPARTMENT PLAN REVIEW COMMENTS Application Number: 17-2479 Project Description: New SFR Job Address: 4017 Night Heron Dr Date: 09/07/2017 Contact Name: Shayne Mangel Contact Email: Shayne.MangelQstarlighthomes.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.eov. Provide two conies ofaffected plan sheets and/or sumlemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. The City of Sanford is located within the 139mph (ultimate) 108mph (nominal) wind speed area for Risk Category II structures. The plans have been designed for 136 mph. Please revise the plans as they are required to be designed to meet the required wind speed for the City of Sanford, without interpolation. FBC 102.9.2; Submittal Guidelines (FBC 107.3.5) 2. The home appears to be "Elevation T" however there are multiple pages that include Elevation S & U. Please remove all references to different elevations on the applicable plan pages — plans are required to be site specific. In addition, the index on the cover sheet should only include the exact plan pages. FBC 107 3. The Electric Page specifies a 200 amp service while the electric load calculations specify a 150 amp service. Please either revise the electrical page or the electric load calculations to show the correct service size. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetines with lire plans examiner to discuss comments will require an appointment, arraneed by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407 647 3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 4017 Night Heron Drive Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1860 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O ' 'U AL US ONL Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: 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# 17-2479 Reviewed by: Michael Cash, CFM Date: August 29, 2017 II 0 no Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & Y rti°R-1- Landscaping in Right -of -Way vt*w.""rordfLgov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 9 Phone:407.688.6140 Fax: 407.688.6141 t. -o--C 60,.0 'U 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 CWs regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or eldewalk construction over 100 square feet of concrete or other material on the subject parcel and I 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 jurladiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly Identifying the xeovvtuai.below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Callboforoyoudill. 1. Project Location/Address: 2. Proposed Activity. [Q-16riveway wa 3. Schedule of Work: Start Date t 4. Brief Description of Work sway Other: CoTpledon Date _ Emergency Repairs This applicatl is sub fitted by. John Ran Properlyy Starlight a FI rida L.L.C. Authorized Representative Print Name: Address - ck l2d t P Phone: 1ij Fax: Emall: ¢ Date: E l a-q E t —4— Maintenance Resnensibilities/lndamn The Requestor, and his successors and assigns, shalt 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. Requester may, Mth written City authorization, remove said Instaffationfimprwdment 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 maintaln the improvement and area In accordance with previously stated criteria, or completely restore the rightof-way to Its previous condition, the City shell, after appropriate notice, restore the area to Its previous condition at the Requestor's expense and, If necessary, Ole a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requester agrees to defend. Indelrmlfy, and hold harmless the City. Its counclipereons, 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 end expenses Incident thereto (including coats of defense, settlement, and reasonable attomeys fees up to and Including an appeaQ, resulting in any fashion from or arising directly or Indirectly out of or connected with the use of the City's right-of-way. 1 have read and Signature: the above statement and by signing this application I agree to Its terms. Date: rhls permit shall be posted on the site during construction. call 407.688.5080 24 hours In advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works utiUfles Approved: Engineering Ty Site Inspected by. Special Penult Conditions: Official Use Only Fee: Date: Date: Date: Date: Q —'SZ-0g Date: November 2016 ROW Use LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 4 ' I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of: Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and ap lication for work located at: Sam Address Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: X STATE OF FLORIDA COUNTY OF Seminole The fibregom&jQstrument was acknowledged before me this o day of 200T' , by Cho..eT (I who is rson known to me or o who has produced identification and who did (did not) take an oath. Notary Seal) Shayne Mangel y` NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 Expires 6/21/2021 Rev. 08.12) Signature 3:awr p e Print or 096 name Notary Public - State of _ Commission No. My Commission Expires: as APPLICATION FOR WATER AND/OR SEWER AVAILABILITY 300 N. Park Avenue Sanford FL 32771 P.O. Box 1788 Sanford FL 32772-1788 407.688-5090 Office 407-688-5091 Fax 1. APPLICANT NAME: Starlight Homes f lorida, LLC C(Applicant) Starlight Homes Florida, LLC Owner) ADDRESS: 1405 Old Alabama Rd, St 200, Roswell, GA 30076 TELEPHONE: 407-647-3700 2. PROPERTY t STREET Parcel ID At: 17-20-31-502-0000- Sanford, FL 32771 Preserve Lot 1 % (o Has the site plan been approved by the Planning Board? If yes, when?. 3. PROPOSED DEVELOPMENT What is the property to be used for? SFR Type of Use) If commercial use, please give information on water and sewer flow requirements: FLOW/G.P.D.) 4. CERTIFICATION I certify that to the best of my knowledge that all information supplied with thi plication is true. Print Name) (Signature) FOR CITY USE ONLY: FEE SUMMARY Water Water Impact Fees $ Meter $ Sewer Tap $ RC Meter $ Sewer Impact Fees $ Meter Tap $ Street but $ Meter Tap $ Other $ Road Bore $ Road Bore $ Water Line Depth Ft RC Line Depth Ft Sewer Line Depth Ft ADDITIONAL INFORMATION: PROPERTY STATUS: NEW STRUCTURE ( ) EXISTING STRUCTURE ( ) STRUCTURE DEMOLISHED ( ) APPROVED BY: UTILITIES ENGINEER OR OPERATIONS COORDINATOR) DATE) 8/26/2008 I I1111111111 I1111 illli lilil 111111111 I111 THIS INSTRUMENT PREPARED BY: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 12412-11 Lake Maly- FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. IiRkir t•IALQY; ati INOLE COUNTY CL 4.RK Or'CIRCUIT COURT & COrIRTROLLER BK 8970 Pg i686 (lPgs) CLERK'S 2017081860 RECORDED 08/14 2017 01:1.7:41 P11 EC( MMiG FEES '$10.00 ECORDED BY hdevoi-.2 Parcel ID Number. 17-20-31-502-0000-1 %(a 0 The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter, 713, Florida btatutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and address If available) 3ftndham Preserve. PB 81 Pgs 93-102, Lot b GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple TMe Holder (If other than owner) Name: NA Address: CONTRACTOR: Name:_ Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 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: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Lienors 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. 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 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 to the st f wiedge and belief. JJIhic-s a Owners Signature Owners Printed Name a'MandeFloridaStatute713.13(1)(g): ' The owner must sign the notloe or commencement and no one else may be ed tdua)ff IWs MAN., NOTARY PUBLePL V,10 STATE OF FLORIDA Comm# GG113111 State of 'R er: AA County of c Glr^ le Expires 6121 /2021 The foregoing Instrument was acknowledged before me this day of _P4. by (- 1 _l t'' _ t , l N.1rL Who is personalty known to me Name of person mddrp uetement ` OR who has produced IdentHicatlon type of Identification produced: fvSheyne Mengel NOTARY PUBLIC wrod STATE OF FLORIDA Comm# GG113111 E1Expires 6/21/2021 t RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 186 - 1981 TL Builder Name: Starlight Homes Street: Permit Office: S i 1QlefountyCity, 2 9State, Zip: Sanford. FL 32773 Permit Number. 1 nSANF000Owner. Jurisdiction: t/560DesignLocation: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types(1954.9 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.20 ft' b. Frame - Wood, Adjacent R=13.0 291.67 ft' 3. Number of units, if multiple family 1 c. WA R= ft' 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1981.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1981.00 ft= 6. Conditioned floor area above grade (ft) 1981 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(168.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AM: Main 6 396.2 a. U-Factor. Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 48.00 ft' 12. Cooling systems kStu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.250 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1981.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1981.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.085 Total Proposed Modified Loads: 59.53 PASSTotalBaselineLoads: 60.13 1 hereby certify that the plans and specifications covered by Review of the plans and tTHE STgl, this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates compliance FO, O J/ with the Florida Energy Code. PREPARED BY: ! Before construction is completed DATE: this building will be inspected for 0 compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. tl, CwiththeFloridaEnergCode. 00 t+VE' OWNER/AGENT BUILDING OFFICIAL: DATE: DATE: a• 7 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/8/2017 4:02 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner. of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 186 - 1981 TL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1981 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot Information Lot # 186 Block/SubDivision: PlatBook: Street: County: Seminole City, State, Zip: Sanford , FL. 32773 CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Healing Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1981 18423.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1981 18423.3 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 178.3 ft 0 1981 ft' 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Tested Tested Insul. Pitch deg) 1 Hip Composition shingles 2216 ft' 0 fN Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1981 W N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1981 R' 0.1 Wood 6/8/2017 4:02 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS At nrnt Adjacent Space Cavity Width TO Wall Type1 Height Sheathing Framing Solar Below 2 3 4 5 N E S W W 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 48 9 9 4.1 44 9 9 4.1 60 0 9 4.1 24 9 9 13 31 3 9 4 455.0 ft2 4 417.5 ft2 4 559.8 ft2 4 230.9 ft2 4 291.7 ft2 0 0 0 0 0 0 0.6 0 0.6 0 0.6 0 0.6 0 0.01 0 0 0 0 0 DOORS Ornt Door Type Space Storms U-Value Ft Width In Height Ft In Area 1 2 W Wood Main W Wood Main None None 39 3 39 2 10 6 10 20.5 ft2 6 10 19.4 ft2 WINDOWS Orientation shown is the entered. Proposed orientation. v Wall Ornt ID Frame Panes NFRC U-Factor SHGC Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 e 2 None Low-E Double Yes e 2 None Low-E Double Yes E 2 Vinyl Low-E Double Yes s 3 None Low-E Double Yes W 4 None Low-E Double Yes 0.34 0.26 0.34 0.26 0.58 0.25 0.34 0.26 0.34 0.26 30.0 ft2 1 ft 0 in 30.0 ft2 8 ft 0 in 48.0 ft2 8 ft 0 in 30.0 ft2 1 ft 0 in 30.0 ft2 1 ft0 in 1 ft 0 in 1 ft0 in 1 ft0 in 1 ft0 in 1 ft0 in None None None None None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation. 1 402 ft2 384 ft2 64 ft 9.3 ft 0 ' INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) . 000414 2149.4 118 221.91 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 N 602017 4:02 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 , Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply — Return — Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 396.2 ft Main 99.05 ft Prop. Leak Free Main cfm 59.4 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingH Jan HeatinJan jjFeb [[ jj Mar X) Feb m Mar j A r [ Ar[) May[ Ma [ X] Jun rl Jul JunJul[ r] Au AuSep riSe Oct Oct [ Nov XNov Dec H Dec Ventin Jan Feb [[XX]] Mar X] Apr [ May [ ] Jun Jul Aug Se X) Oct [X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 65 0 0 1 - Electric Heat Pump 1 - Central Unit 6/8/ 2017 4:02 PM EnergyGaugoO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows" Description a. U-Factor. Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: Sanford, FL, 32773 New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent 1 c. N/A 4 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 1981 b. N/A Area c. N/A 120.00 ft' 11. Ducts a. Sup: Attic, Ret: Main. AH: Main 48.00 ft' 12. Cooling systems ft' a. Central Unit ft' 4.250 ft. 0.257 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0:0 1981.00 ft' b. N/A R= ft c. WA R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: o " Date: 8 lCz 1 Address of New Home: [ fy, . sr e _ City/FL Zip: Insulation Area R=4.1 1663.20 ft' R=13.0 291.67 ft' R= ft' R= ft' Insulation Area R=30.0 1981.00 ft' R= ft' R= ft' R ft' 6 396.2 kBtu/hr Efficiency 30.0 SEERA4.00 kBtu/hr Efficiency 30.0 HSPF:8.20 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. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/8/2017 4:02 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 186 - 1981 TL Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number. Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soft shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight. IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/8/2017 4:02 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 186 - 1981 TL Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1981 sq.ft. Cond. Volume: 18423 cu ft. Envelope Leakage Test Results Regression Data: C: n: q Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): EI-A: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open: 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 0 -t14E Sr9T 10 cd 1; 6/8/2017 4:02 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 186 - 1981 TL Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford , FL. 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 14 Duct System Divide byLeakage total Conditioned Floor Area) On,Out) I certify the tested duct leakage to outside, Qn, is not greater than the proposed duct leakage Qn specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: O1HTF 4 6/8/2017 4:02 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 wrightsofte Project Summary Enure House Energy Air, Inc 5401 Energy Air. Cl. Orlando, FL 32810 Phone: 407-886.3729 Email: GRenner@energyaircom Web. vwvw.energyair.com For: Lot 186 - 1981 TL, Starlight Homes Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Job: Ashton- StaAight Brisson Date: 4/14/2017 By: Plan: 1981 S Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 17497 Btuh Ducts 1538 Btuh Central vent (65 cfm) 1830 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 20865 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Area ft He198g Co; 98g2) 3 3 Volume (W) 18498 18498 Air changes/hour 0.26 0.14 Equiv. AVF (cfm) 80 43 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Efficiency 8.2 HSPF Heating input Heating output 28600 Btuh @ 47°F Temperature rise 29 OF Actual air flow 899 cfm Air flow factor 0.047 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Backup: Input = 6 kW, Output = 19028 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 17033 Btuh Ducts 2048 Btuh Central vent (65 cfm) 1248 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier y 1.00 Equipment sensible load 20330 Btuh Latent Cooling Equipment Load Sizing Structure 2278 Btuh Ducts 197 Btuh Central vent (65 cfm) 1917 Btuh Equipment latent load 4391 Btuh Equipment total load 24721 Btuh Req. total capacity at 0.75 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 11.7 EER, 14 SEER Sensible cooling 21450 Btuh Latent cooling 7150 Btuh Total cooling 28600 Btuh Actual air flow 899 cfm Air flow factor 0.047 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.82 Capacity balance point = 37 OF Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w ightsoft' Right -Suite® Universal 2017 17.0.08 RSU17013 2017-Jun-08 15:59:34page 1 ACiCK ...Specific\Wyndham Preserve\Lot 186 - 1981 TL.rup Cale = MJ8 Front Door faces: W wrightsoft° Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air, Cl, Orlando, FL 32810 Phone 407-886-3729 Email, GRenner®energyair.com Web: www.energyair.com For: Lot 186 - 1981 TL, Starlight Homes Sanford, FL 327,73 Design Conditions Job: Ashton- Starlight Brisson Date: 4/14/2017 By: Plan: 1981 S Outdoor design DB: 92.6OF Sensible gain: 20330 Btuh Entering coil DB: 76.3°F Outdoor design WB: 75.9`F Latent gain: 4391 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0`F Total gain: 24721 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20916 Btuh 103% of load Latent capacity: 5203 Btuh 118% of load Total capacity: 26119 Btuh 106% of load SHR: 80% Design Conditions Outdoor design DB: 44.2 OF Heat loss: 20865 Btuh Entering coil DB: 68.1 OF Indoor design DB: 70.0OF Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 137% of load Capacity balance: 37 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 kW 91 % of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. 2017-Jun-08 15:59:34 wrightsoft• Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 XC', ...Specific\Wyndham PreservelLot 186 - 1981 TL.rup Cale = MJ8 Front Door faces: W wrightsoft, Duct System Summary Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-088-3729 Email: GRenner@energyaircom Web: vmw.energyair.com For: Lot 186 - 1981 TL, Starlight Homes Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.165 in/l00ft 899 cfm Job: Ashton- Starlight Bdsson Date: 4/14/2017 By: Plan: 1981 S Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.165 in/l00ft 899 cfm 170 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk be 2 c 140 3 7 0.193 4.0 Ox 0 VIFx 24.7 120.0 st3 bed2 h 1195 56 46 0.181 5.0 Ox 0 VIFx 29.4 125.0 st2 bed4 c 2552 111 120 0.181 7.0 Ox 0 VIFx 29.5 125.0 st3 br3-A h 1188 56 40 0.177 5.0 Ox 0 VIFx 33.2 125.0 st3 foyer h 1292 61 51 0.332 5.0 Ox 0 VIFx 9.3 75.0 kit-din-Fam c 2690 94 127 0.198 7.0 OX 0 VIFx 21.4 120.0 stl kit-din-Fam-A c 2689 94 127 0.193 7.0 Ox 0 VIFx 25.2 120.0 stl kit-din-Fam-8 c 2689 94 127 0.189 7.0 OXO VIFx 27.8 120.0 stl lawn c 834 15 39 0.329 4.0 Ox 0 VIFx 10.0 75.0 m be h 743 35 21 0.177 4.0 Ox 0 VIFx 33.1 125.0 st2 m br h 3013 142 123 0.171 7.0 Ox 0 VIFx 33.4 130.0 st2 m wic h 1413 67 32 0.165 5.0 Ox 0 VIFx 39.9 130.0 st2 vAe2-A c 48 1 2 0.181 4.0 Ox0 VIFx 29.6 125.0 st2 wlc3-A h 533 25 12 0.174 4.0 Ox 0 VIFx 35.7 125.0 st3 vAc4-A h 955 45 25 0.175 4.0 Ox 0 VIFx 40.4 120.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk stl Peak AVF 281 380 0.189 697 10.0 0 x 0 VinlFlx st2 Peak AVF 302 224 0.165 553 10.0 0 x 0 VinlFlx st3 Peak AVF 241 205 0.174 545 9.0 0 x 0 VinlFlx Bold/Italic values have been manually overridden 2017-Jun-08 15:59:34 wrightSOW Right -Suite® Unhersal 2017 17.0.08 RSU17013 Page 1 ACCA ...Speck\Wyndham Preserve\Lot 186 - 1981 TL.rup Celc = MJ8 Front Door feces. W Name Grill Size (in) Htg cfm) Cig cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl Ox0 899 899 0 0 0 0 Ox 0 VIFx 2017-Jun-08 15.59:34 wrightsoft• Right -Suite® Universal 2017 17.0.08 RSU17013 Page 2 AC K ...Specific\Wyndham Preserve\Lot 186 - 1981 TL.rup Celc - WS Front Door feces: W MZ: Job M Ashton- Starlight Brisson Performed for: Lot 186 - 1981 TL Sanford, FL 32773 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 vmw.energyair.com GRenner@energyair.com Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.08 RSU17013 2017Jun-08 16.01:08 m Preserve\Lot 186 - 1981 TL.rup VTR 1-1/2" VTR VTR Jl Jl 2„ JL AUTO VENT KS LAV 2" LAV 2" WC 3 beWC IN 38 WM 3" 93 3" SH 2 n O 7d 300 TUB O b G v o 0 o 2 stir o tD PLAN 1981 PLUMBING RISER DIAGRAM BUfLDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. POINT OF COMMENCEMENT NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 17-20-31 CCR #55989 WESTERLY LINE OF THE NORTHEAST 1/4 to OF SEC 17-20-31 ry O BASIS OF BEARING) A I\ z in 3 O a n W s 0 ox 0 I Cn POIN O BEGIN N N89'40'51 "E 520.54 LEGAL DESCRU MON WYNDHAM PRESERVE - LOT 186 PLOT PLAN WYNDHAM PRESERVE LOT 186 Proposed) a3P17 - 2LOI o I U Ok to construct single family home with setbacks and impervious area shown on plan. t/cf, IAal ML,"I:_ cf_ - O W mho m N coo t o +, 0 a v v c 0,0 Z.v v 0 CD Mv, 0 O N rn j n PCP ui „r.. 41(A cicv- 1 &L. r LOT 185 LOT 214 I I N89'43'03 "f- 115. 00' 2W), 2SS A/C PAD MCr 127.3' 58.0 P` 29.7' O illR1 50.0 Zv 0 O O 4 ,' l• ••. a , PROPOSED• :a • c o PROPOSED n DRIVEWAY m ' • a c O 1 STORY RESIDENCE N LOT 186 I a. ., 4017 NIGHT HERON DRIVE 0OW9'3 AREA = 6,900 S.F. t OI W I . • • ; COVERED r MODEL i1 LOT 213 i- PORCH 1981 OPHELIA B.0 Z a a w 11.3 ELEVATION - T t- I o 3 GARAGE - LEFTn w 1 o c FFE-- 27.5 0 Q v-j O o I a- V as (V i O F Q. (J Cr o O Z o rn y < I w 25.3' i 29.7' O O G 60.0 S? i 115.00' S89'4.Y'0J1W 264 CP LOT 187 LOT 212 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 East, Seminole County, Florida, and being more particularly described as follows: COMMENCE at the Northwest corner of the Northeast 1/4 of said Section 17, run thence along the West line of the Northeast 1/4 of said Section 17, S.00019'09"E., a distance of 1,579.07 feet; thence N.89040'51"E., a distance of 520.54 feet to the POINT OF BEGINNING; t hence N.00°16'57"W., a distance of 60.00 feet; thence N.89°43'03"E., a distance of 115.00 feet; thence S.00°16'57"E., a distance of 60.00 feet; thence S.89°43'03"W., a distance of 115.00 feet; to to the POINT OF BEGINNING. Containing 6,900 Square feet, more or less. LEGEND-ADUSSD-Access Omina a Utilities SidewalkLB -Licensed business / 9 / / ' BFP-Backflow Preventer Sight Distance Easement S -Survey PRM-Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L-Florida Power & Light P -Plat FFE-Finish Floor Elevation D. . -Deed Book Water Meter O.R.-Official Records Book N-Water Valve P.B. -Plat Book V-Fire Hydrant Pg• -Page RC® -Reclaimed Water Meter Elev. -Elevation RCD4-Reclaimed Water Valve Cone. -Concrete Cable Box SP-Brick Paver m-Telephone Box SW -Sidewalk E-Electric Box FFE -Finished Floor Elevation 0-Utility Pole Cl -Curb Inlet 0 -Guy Pole GTI-Grate Top Inlet P.U.E. A -tight Pole Public Utility Easement Guy Anchor RCP -Reinforced Cone. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride O -Storm Sewer Manhole NCS -No Comer Set (Falls in Water) G -Sanitary Sewer ManholeSF -Square Feet 6hwo -Electric Handhole D.U.E. -Drainage/Utility Easement COO -Clean Out FMGD-MAG NAIL & DISK XWL.4-Irrigation Control ValveP.K. -Parker Kolon Nail r -Sign SIR -Set 1/2' Iron Rod L87768 WX-Gate Water Valve SPKD -Set P.K. do Disk L87768 Gas Meter FIR -Found 1/2' Iron Rod L87768 1 -Existing Grade FIP -found 1/2' Iron Pipe L87768 a -Blow-off Valve FPKD-Found P.K. Nail & Disk L87768 -I.--Drainage Flow Direction FCM -Found 4'x4" Concrete 10.0 Proposed Design Grade Monument PRM LB7778 " 1®-As-Built/Existing GradNote: Some items in above leaen may not he end Innhin uescription I Date I Dwn.1 Ck'd I P.C. I Order No. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying. Inc. at the time of this plot plan. 2. Roads, walks, and other similar Items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades do finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE% City of Sanford, Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for `WYNDHAM PRESERVE City of Sanford, Seminole County, Florida. 6. Proposed Information shown based on proposed/ supplied plan and/or instructions per client (not field verified) PLOT PLAN ONLY N(:YT A SURVEY) For Permitting ONLY) PAD 5/26/17 MTP JDL DUCT 6 08 17 MTP JDL Jdom6s D. Leviner LS691FLORIDAPROFESSIONALSURVEYORdoMAPPERNO. ..............5 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL DIIVEENSION NOTE: Proposed building dimensions shown hereon are of the exterior. LOT AREA CALCULATIONS LOT = 6.900 SQ.FT. LIVING AREA- 1.981 SQ.FT. GARAGE 402 SQ.FT. PORCH = 78 SQ.FT. DRIVEWAY 405 SQ.FT. PATIO = 181 SQ.FT.AL-I WALKWAY 45 SQ.FT. IMPERVIOUS= 448 X Wy.41 SOD 3,808 SQ.FT. OFF LOT AREA CALCULATIONS R/W 1.500 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 300 SQ.FT. SOD = 246 SQ.FT. TOTAL AREA AREA 8,400 SQ.FT. DRIVEWAY = 519 SQ.FT. SIDEWALK - 345 SQ.FT. SOD = 4.055 SQ.FT. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone "A" DESCRIPTION: PROPOSED LOT 186, according to the plat of "WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. Drawn: JE I Checked: JDL I P.C.: Data FlIe:8dmnEset-Pla1 Date:04/18/17 Dwg: mwinust-Ldis8 I Order No.: - 17 - TWN.20 S. - RING. 31 E. I Field Bk: - RECORD COPY PAL.MER ELECTRIC Ashton Woods Homes Winter Haven, Lake Wales, Seminole 1981 Starlight LOAD CALCULATION May 26, 2017 1. HVAC LOADS NEC 2011- 220.82(Cl(31- (4)l ZONE COMPRESSOR SIZE 1 3.00 TON 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER 1 7.00 KVA 2 KVA 3 KVA 4 KVA 5 KVA CONNECTED LOAD 5.40 KVA BLOWER MOTOR CONNECTED LOAD 067 7.67 KVA gVILDINC TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA P 1`1f Ono TOTAL LOAD FOR COMPRESOR @ 100% 5.40 KVA t TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA 1 2 4 7 911. GENERAL LOADS (NEC 2011- 220.82(Bl(11-(40 LIGHTING 1981 Sq Ft @ 3VA/Sq. Ft 5.94 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA I LAUNDRY CIRCUIT 1.50 1.50 KVA I DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 1 WATER HEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA I DISPOSAL(l) 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN (1) 7.20 1 RANGE/OVEN (2) 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 SUMMER KITCHEN/JENAIR GAS 1.50 1 MICROWAVE CIRCUIT 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 36.44 KVA IST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.58 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2011 - 220.82(Bll 20.58 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.58 KVA TOTAL DEMAND LOAD INEC 2011 - 220.82(Al) 30.96 KVA MINIMUM SERVICE SIZE 129.01 AMPS RECOMMENDED SERVICE SIZE 150 AMPS RECORD COPY Typical 150 Amp Electrical=Diagram 0 150 Amp Main 120V / 240V Typical 150 Amp Interior Panel 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Company Secondary Conduit & Wire q- 4 Bare Copper Per NEC 250.66 B Ground Clamp I Concrete Encased Electrode 101LD/n c SANFORD OFpARTM 1 7 - 2479 riff Lumber design.valuft are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: 1111671 - MiTek USA, Inc. Site Information: 66T904 Parke East Blvd. Customer Info: Starlight Project Name: Lot 186 Wyndham Preserve Model: 1981a&pM5a Taa115 Lot/Block: 186 Subdivision: Wyndham Preserve Address: N/f4 City: Sanford State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: I License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014frP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 24 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 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date I No. I Seal# I Truss Name Date11IT113634271A016/14/17 118 1 T11363444 1 CJ5A 6/14/17 12 1 T1 1363428 1 A02 1 6/14/17 119 I T11363445 I EJ7 1 6/14/17 1 13 I T11363429 I A03 1 6/14/17 120 1 T113634461 EVEI 1 6/14/17 1 4 T11363430 A04 6/14/17 121 1 T11363447 H1 6/14/17 5 T11363431 A05 6/14/17 122 1 T11363448 HJ7 6/14/17 1 6 T11363432 1 A06 6/14/17 123 1 T11363449 3 6/14/17 7 T11363433 A07 6/14/17 24 T11363450FV,5 6/14/17 18 I T11363434 I A08 1 6/14/17 I I I 1 1 1 19 I T11363435 I A09 1 6/14/17 110 I T11363436 1 A010 1 6/14/17 11 I T11363437 1 A011 6/14/17 112 IT113634381AO12 1 6/14/17 113 I T11363439 I AO13 1 6/14/17 114 1 T11363440 1 CJ1 1 6/14/17 115 I T11363441 1 CJ3 1 6/14/17 116 T11363442 CJ3A 6/14/17 117 1 T11363443 1 CJ5 1 6/14/17 The truss drawing( s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Groveland, FL). Truss Design Engineer' s Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g.. loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. O0ILD'Nc SANFORD 1 7 - 2 4 7 9 01111 i0riii PaUIN VIC-, i 182 0% TATE OF • F • • • OR N N ALE?.``. Joacluk Velez No. 68182 Mfrek I SA, I . FL Cert 66M 6904 P Ace Blvd. Tampa FL 33610 Oats: June 14, 2017 Velez, Joaquin 1 of 1 Job. I fuss toss Type N T11363427 1111671 A01 Hp Gudat 1 IPIY= optional) n nn.e u. —.. ........ i... w.w A.— 1A fA•1]•1]9n17 Pnnnt ounvars rnsf ovu,, .aw•ow.w.. .•,.w - - ID:4xi2SyO5pnpxrCOHMl1 Op 1 zP836-omzdLGGxtzV8h21 ePgNOdoEbUlaWwSbg00Rigwz6M9G 1-0-0 3.9.14 7-0-0 12.1-5 17.2.11 22.4.0 27-5.5 32.6.11 37.8.0 40.10.2 44•a-0 8 0-0 3-9.14 3 2.2 5 1.5 5.1.5 5.1.5 5.1.5 5 1.5 5 1.5 3 2.2 3 8.14 Scale = 1:81.6 13 Sx6 = 5.00 f 12 Sz8 2X4 II 5x8 = 3x8 MT20HS= 4 33 34 5 35 36 6 37 7 8 38 3x6 = 3x6 = • 2x4 11 Sx8 = 39 9 40 10 11 41 42 43 12 ' WA 26 25 44 45 24 46 47 23 22 48 21 49 50 51 5220 19 63 54 19 55 56 17 16 3x6 = 20 It 3x4 = Sx6 = 3x6 = 1.Sx8 STP= Sx6 = Sx6 = 3x4 = 2x4 II 3x6 = 2x4 II 6x8 = 3x6 = THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in floc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.85 Ven(LL) 0.15 17-18 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Ven(TL) 0.27 17-18 999 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.81 Horz(TL) 0.06 14 n/a We BCDL 10.0 Code FBC2014/fP12007 Matrix-M) Weight: 228 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP N0.2 'Except' TOP CHORD 4-7,7-10: 2x4 SP No.1 BOT CHORD BOT CHORD 20 SP No.2 WEBS WEBS 20 SP N0.3'Except' 8-20: 2x4 SP No.2 REACTIONS. (Ib/size) 2=1053/0-8-0, 21=3967/0-8.0, 14=1180/0.8-0 Max Horz2=-78(LC 28) Max Uplift2=-542(LC 8), 21=-1877(LC 4), 14=-608(LC 9) Max Grav2=1 061 (LC 19). 21=3967(LC 1). 14=1187(LC 20) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2025/1020, 3.4=-1873/977, 4-33=-1389/790, 33-34=-1389/790, 5-34=-1389/790, 5.35=-1389/790,35-36=-1389/790,6-36=-1389/790,6-37=-1203/2662,7-37=-1203/2662, 7-e= 1203/2662, 8-38=48W383, 38-39=-486/383, 9-39=-486/383, 9.40=-1883/1051, 10-40=-1883/1051, 10-41=-1883/1051, 11.41= 1883/1051, 11-42=-188311051, 42-43=-1883/1051, 12-43=-1883/1051, 12-13= 2184/1139, 13-14=-2306/1168 BOT CHORD 2.26=-939/1826, 25-26=-939/1826, 25-44=-844/1737, 44-45=-844/1737, 24-45=-844/1737, 24.46=-284/287, 46-47=-284/287, 23.47=-284/287, 22-23=-284/287, 22-48=-284/287, 48-49— 284/287, 21-49=-284/287, 21-50= 2138/1027, 50-51=-2138/1027, 51-52=-2138/1027, 20-52=-2138/1027, 19-20=-205/486, 19-53=-205/486, 53.54=-205J486, 18-54=-205/486, 18.55=-915/2025, 55.56=-915/2025, 17-56=-915/2025. 16.17=-996/2082, 14-16=-996/2082 WEBS 4.25=-121/552, 4-24=-419/200, 5-24— 529/460, 6-24— 888/1897, 6-22=0/308, 6-21=-2865/1409, 8-21=-2166/1235, 8-20=-1382/2989, 9-20=-1288/807, 9-18=-772/1630, 11-18=-532/461, 12.17— 116/553 Structural wood sheathing directly applied or 3.7.11 oc pudins. Rigid ceiling directly applied or 3-10.0 oc bracing. 1 Row at midpt 6-21 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=5.Opsf, h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone; cantilever left and right exposed ; end vertical left and right exposed, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=542, 21=1877, 14=608. 8) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. 0 WARNING . Verify dedfin parametwe and READ NOTES ON THIS AND INCLUDED W EK REFERANCE PAGE Afn.7473 rov. faOMIS BEFORE USE. Design valkf for use only witfl MI lek® connectors this design Is based only upon paarnelers shown, and Is lot an Individual building componenl, not a ktiss system. Before use. the building designer must verity the applicability of design parameters ad puoperiy frncot oialo rims design Into tho overall building design. bracing indicated Is to prevent buckifrng of individual truss web and/or chord members only. Addlllonal temporary and permanent lxacklg M iTek• S always reWred for stability and to prevent collapse with possible personal InKay and property damage. For genoral guidance regarding the 6904 Parke East Bind. fabiicatlon. storage. delivery, erection and bracing of trusses and truss systems, soeANSIfM I Quality Criteria, DS8.89 and BCSI Building Component Safety Information avc&"e from truss Rate institute. 218 N. lee Street. StAle 312. Alexandria. VA 22314. Tampa. FL 33610 o ft1SS Hip Type bPly T71363127 1111671 A01 jTrussGrader t t Job Reference tronal e ...,.. rM w.A.hm fe fe 17•fe2e17 Paco uumerp rust source, uroveiana. M. a+rso I DAxr2Sy05pnperC0HML 1 Og 1 zP636-GyXOVcOZeHd218cgzNvfA?mmEiwltvrgE2BFMMz6M9F NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 214 lb up at 7-0-0, 87 lb down and 122 lb up at 9.0-12, 87 Ib down and 1221b up at 11-0.12, 87 lb down and 122 lb up al 13-0-12. 87 lb down and 122 lb up at 15.0.12, 87 Ib down and 122 Ib up at 17-0-12, 87,Ib down and 122 lb up at 19- 0-12, 87 lb down and 122 lb up at 21-0-12, 87 lb down and 1101b up at 22-4-0, 871b down and 122 Ib up at 23-7-4, 871b down and 122 Ib up at 25-7-4, 87 lb down and 122 lb up at 27.7.4, 87 lb down and 122 lb up at 29-7-4. 87 lb down and 122 lb up at 31-7-4, e7 lb down and 122 lb up at 33.7.4, and 87 lb down and 122 lb up at 35-7-4, and 173 Ib down and 214 Ib up at 37-8-0 on top chord, and 309 Ib down and 1421b up at 7.0-0, 651b down at 9.0-12. 65 lb down at 11-0-12, 65 Ib down at 13-0-12. 65 lb down at 15- 0-12, 65 lb down at 17.0-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12, 65 lb down at 22.4.0, 651b down at 23-7-4, 65 lb down at 25-7-4, 65 Ib down at 27.7.4, 65 Ib down at 29-7.4, 65 lb down at 31-7.4, 65 Ib down at 33.7-4, and 65 Ib down at 35.7.4, and 3091b down and 142 Ib up at 37.7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4= 54, 4.12= 54, 12.15= 54, 27.30=-20 Concentrated Loads (lb) Vert: 4=- 1 26(B) 7=-87(B) 12=-126(13)25= 309(B)6=-87(B)22=41(8)8=-87(B) 20=41(13)9=-87(B) 17=-309(B) 33=-87(B) 34=-87(B) 35=-87(B) 36=-87(B)37=-87(13) 38=- 87(B)39=-87(B) 40=-87(B)41=-87(B)42=-87(B)43=-87(B)44=-41(13)45=-41(13) 46=-41(B)47=-41(B)48=-41(8)49=-41(B) 50=-41(13) 51=-41(13) 52— 41(B) 53= 41(B) 54=-41(8) 55=41(B) 56=-41(B) Q WARNING . Varfly dedgn paramotera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AMU" rev. 10N1-2015 BEFORE USE. Designvalid (of use only with Mltok® connectors 81Is design h based only upon patamelors Mown. and Is la an IrWMdual building component, not o iltrs system. Belote trse. Iho l)tAc*fg clesigner mtrsl vedly the appAkal)Blly of design txuametefsand pxoperly 6wogoralu thtsdesign info the overall txOding doslgn. Bracing Indicated Is to prevent budding of IndlAclual truss web and/or chord members orgy. Adcflllorui lemporarycnd perrnanenl txacOtg MiTek' is always rec"red for slah6ily and to prevent collapse with poss010 personal "and Ixoperty damage. for general guidance regarding the fabrication. storage, deilvery. erecllon and bracklg or Inrsses and Iniss systems, seeANSI/TPI I Quality Cdteria. DSS-89 and SCSI Building Component 6904 Parke East Blvd Tamps, FL 33610 satety Information avallable kom Truss Wale InstiMe. 218 N. Lee Street. Sulto 312. Alexandria. VA 22314. Job Truss Truss Type ry Ply T11363428 1111671 A02 Hip 1 t Job Reference (optional) aVSOOfP • .--'- ""' -" "---' --• -' - - - -- - 10AxiZSyO5pnperCOHMLIOglzP836- 56v t:k0708063 Je?3PGOw07493giid_eZZOz6M99 1. 0.0 4.9.14 9-0-0 15•B•14 22.4-0 28.11.2 35-8.0 32.10.2 44.8-0 45.8 14 4.2.2 6 8.14 6-7-2 6-7.2 6 8-14 4.2.2 4.9.14 Scale = 1 $1.6 6x8 = Sx8 = 2x4 II 5x8 = 5x8 = 5. 00 12 6x8 — 4 5 6 7 8 9 19 16 17 16 t5 14 13 1. Sx8 STP = 5x8 — 4x10 MT20HS = 5x8 _ 20 11 5x8 1.5x8 STP = 4x6 = 2z4 II 4x10MT20HS= 4x6 = LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in loc) [/dell Ud PLATES GRIP TCLL 20.0 Plate Grlp DOL 1.25 TC 0.36 Vert(LL) 0.46 16 >999 240 MT20 244/190 TCDL 7.0 Lumber OOL 1.25 BC 0.29 Vert(TL) -0.82 16 >653 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(TL) 0.18 11 n/a We BCOL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 278 lb FT = 0°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-8.15 oc purlins. 4- 7,7-9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-0-13 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 5-19, 8-13 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1707/0-8.0.11=1707/0-8-0 Max Horz 2=96(LC 14) Max Uplift2_ 711(LC 6), 11-711(LC 7) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when Shown. TOP CHORD 2-3=-3846/1649, 3-4— 3564/1532. 4-5-3295/1469, 5-6=-5117/2355, 6-7— 5117/2355, 7. 8=-5117/2355, 8.9=-3295/1459, 9-10=-3564/1531, 10-11-3846/1649 BOT CHORD 2-19=-1475/3532, 18-19=-2019/4673, 17-18=-2019/4673, 16-17=-2019/4673, 15. 16=-2008/4673, 14-15=-2008/4673, 13-14=-2008/4673, 11-13=-1446/3532 WEBS 3-19-307/300, 4.19=-393/1099, 5-19=-1659/817, 5.16=•364/576, 6.16=-342/286, 8- 16-365/576. 8-13-1659/817. 9-13-393/1099, 10-13=-307/300 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=S.Opsf: h=1511, Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Intedor(1) zone; cantilever left and right exposed; end vertical left and right exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will lit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 711 lb uplift at joint 2 and 711 lb uplift at joint 11. 8) ' Semi -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. Q WARNINO • Verily dedgn pamnetws and READ NOTES ON THIS AND INCLUDED WrEK REFERANCE PAGE NO.7479 rev. 10,03Q015 BEFORE USE Design valkd for use orgy with Mttek® connectors. this design Is based only upon parameters shown. and Is for an Individual building component. not a Inrss system. Belore use. the building designer must verity the appficablity of design parameters and property incorporate me design Into the overall building design. Bracing Indicated Is to prevent btciding of InaNkkal truss web and/or chord members only. Additional lemporary and permanent aacing WOW is always requited tot stability and to pxevont collapse wllh possible personal "and ixopeny damage. For general guidance regarding the fabflcotkxL storage. delivery, erection and txdrctng of trusses and truss systems seeANSI/IPI I Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallable from truss Rate Institute. 218 N. Leo Streel. Suile 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type ty N T t t 3fi3429TJb1111671A031Htp101 Reference tional w.a r M17 P. Builder's First Bourse, Grovetana. K. 34735 .....v..o ... •........... ...___...__. ••_. .. __ IDAxtZSy05pnpc(COHML10gi;F;i 6-56vHpgLKD7OB063_Je?3PGOoC7473cZid_eZZOz6M99 1-0- 5.8.14 11-0.0 18.7-4 26.0.12 33.8-0 38.10.2 44.8-0 -8 0-0 5.9-14 5-2.2 7.7.4 7.5.6 7.7.4 5.2.2 5.9.14 Sxe = 2x4 II 3x6 = 3x8 = Sx6 = 5.00 12 4 5 246 7 8 FU44mF_ 19 1.54STP= 2x4 II 4x6 = Scale = 1 81.6 18 17 16 15 14 13 12 4x6 = 5x8 = Sx8 = 2x4 II 5x8 = 5x8 = 2x4 II 1.SxBSTP= 4x6 = LOADING(psl) SPACING- 2-0.0 CSI. DEFL. In loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Ven(LL) 0.41 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Ven(TL) -0.77 15-16 >697 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.15 10 IVA Na BCDL 10.0 Code FBC2014fFP12007 Matrix-M) Weight: 261 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 Except' TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP M 31, 6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-10-0 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 7-16, 7-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1707/0-8-0.10=1707/0-8-0 Max Holz 2=- 1 18(LC 15) Max Uplift2— 704(LC 10), 10=-704(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3847/1524, 3.4= 3354/1418, 4-5= 4000/1807, 5-24=-4000/1807, 6-24= 4000/1807, 6.7=-4000/1807, 7-8=-3067/1349, 8-9=-3345/1413, 9-10=-3861/1524 BOT CHORD 2-19=-1426/3521, 18-19=-1426/3521, 17-18= 1168/3056, 16-17=-1168/3056. 15-16=-1631/4013, 14.15= 1631/4013, 13-14=-1631/4013, 12-13=-1315/3523, 10-12=-1315/3523 WEBS 3-18_ 524/343, 4-18=-89/443, 4-16=-557/1212, 5-16= 431/365, 7-16— 244/253, 7-15=0/305, 7-13=-1217/564, 8-13— 306/947, 9.13— 535/349 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=5.Opsf; h=151t; Cat. If. Exp C; Encl., GCpl=0.18; MW FRS (envelope) automatic zone and C-C Intedor(1) zone; cantilever left and right exposed; end vertical left and right exposed:C-C for members and forces d 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 (or a live load of 20.0psl on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 704 lb uplift at joint 2 and 704 lb uplift at joint 10. 7)'Semi-rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. Q WARNING . Vertly dedyn Perimeters end READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE 11071173 rev. ta0Y10/S BEFORE USE Design void Not use only with Mllek® connectors. this design Is based orgy upon parameters sf Wvm. and is for an ttUMdlal tAdding comPOnenl. not a hus system. Before use. the building designer must verify the ctpltlbabAlty, of design paanetors and ptoporty, Incorporate tnis design Into the overall building design. Bracing indicated Is to prevent budding of MdK4dttal truss web and/a Chord members orgy. Additlonal temporary and permanent txactng is always iegtMod tot stability and to prevent colla{ne wllh possible personal WtaY and property damage. For general grddance regarding Brie MiTek' fabrication. slotago, delivery. erection and bracing of trusses and truss systems. seeANSI/1PI1 Quality Criteria. OSS-69 and BCSI Wilding Component 6904 Parke East Blvd. Tarnpa. FL 33610SafetyInformationovallatxefromtrussPlateInstitute. 218 N. toe Street. Sulle 312. Alexandria. VA 22314. Job ru56 Truss Type oty ply T11363430 111167i A04 Hip 2 1 Job Reference honal nec nw o,.... • Burbler;s first Source, Groveland, FL. 34736 ID 4xiZSyO5prperCOHMLIOglzP836-ZISt00My_RW2eGeAtLXIyUZydWG?o8YsreN76Sz6M98 1-0.0 6.9.14 13.0-0 193.4 25.4.12 31 6-0 37.10.2 44. -o 4b 6 0-0 6.9.14 6.2.2 6-33 6 1 8 6.3.4 6 2.2 6 9.14 Scale = 1:61.6 5Xs = 2x4 11 3x8 = Us = Sx6 = Soot 4 5 26 6 7 8 19 16 It 16 15 13 12 3x8 = 2x4 11 3x4 = 3x8 MT20HS = 3x8 = 2x4 11 3x8 MT20HS = 3xs = 2x4 11 3x8 LOADING (pit) SPACING- 2-0-0 CS1. DEFL. In poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.43 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL)-0.8615-16 625 ISO MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(TL) 0.27 10 rUa We BCOL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 233 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 6-13 REACTIONS. (lb/size) 2=1707/0-8-0, 10=1707/0-8-0 Max HOrZ2=137(LC 14) Max Uplilt2— 704(LC 10). 10=-704(LC 11) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3543/1375, 3-4-3025/1241, 4-5=-3271/1446, 5.26=-3271/1446, 6-26=-3271/1446, 6-7=-2751/1191, 7-8=-2751/1191, 8.9— 3025/1241, 9- 1 0=-3542/1378 BOT CHORD 2-19-1294/3206, 18-19=-1294/3206, 17-18=-978/2739, 16-17=-978/2739, 15-16=-1233/3271, 14-15=-1233/3271, 13-14=-1233/3271, 12-13=-1159/3205, 10.12=-1159/3205 WEBS 3.18=-531/360, 4-18=-93/417, 4-16=-367/828, 5-16=-355/297, 6.13=-817/364, 8-13-2551823, 9-13-531/362 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=S.Opsf; h=151t; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) automatic zone and C-C Interlor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 704 lb uplift at joint 2 and 704 lb uplift at joint 10. 8) 'Semi -rigid plichbreaks including heels' Member end fixity model was used In the analysis and design of this truss. WARNING. Verily dosrpn paraetefere and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MII.7473 rev. 10AUR0i6 BEFORE USE Design Valkl for use only wtlh MI lek®connectots. this design 6 bcwd only upon parameters shown, and tS for an Individual building component. not a Was system. Before use, the MAding designer mtrsl verity the OPPlICabllry of design Parameters and property Incorporate Bnh design Into the overall Additional temporary and permanent tracing WOWbtAdingdesign. Bracing Indicated Is to prevent txtcldUV of Indlivldux9 truss web and/or chord members orgy. Is always recluired lot stability and to prevent collapse wllh possible personal "and property damage. for general guidance regarding the fabrication. storage. deltvery. erection and tracing of tntses and miss systems. seeANSI/1P11 Quality Cdtoda, OS849 aid SCSI Building Compon*nf 6904 Park* East Blvd. Tampa. fl 336.0SafetyInformationavailablefromteasRateinstitute. 218 N. Lee Street. Sudte 312, Alexandria. VA 22314. o Truss ruse ype ty N Tn36343t 1111671 A05 Hip 2 1 Job Reference tional a 1.1Tak Industries IK_ Wad Jun 14 14:17:26 2017 Porte Builders First Source,. utovemna, rL. a414b - - - -- - - - - - IDAxiZSyO5pllperCOHML 1 Og 1 zP636-1 U01 ELNalkevGODMR32XVh66TwcnXWg?417geuz6M97 1.0.0 7.9.14 15-0-0 22.4-0 29.8-0 36.10.2 44.8-0 8 0-0 7.9.14 7.2.2 7.4-0 7 4-0 7.2-2 7-9.14 Scale = 1:83.2 S 00 12 Sx8 = 20 11 Sx8 = 19 . 0 17 ,.. .. 15 -- 14 -- 1z 3x8 = 2x4 11 3x8 MT20HS = 3x4 = 3x8 = 3x4 = 3x8 MT20HS = 2t4 11 3x8 US MT20HS = LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. In poc) Vdell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.36 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Ven(rL) -0.75 14-15 >718 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(TL) 0.26 10 rVa n/a BCDL 100 Code FBC2014/rP12007 Matrix-M) Weight 226 lb FT = 0°0 LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-5,7.8: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. BOT CHORD 2x4 SP No-2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1707/0-8-0, 10=1707/0-8-0 Max Horz2=157(LC 10) Max Uplifl2=-702(LC 10), 10=-702(LC 11) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3506/1343, 3.4— 2861/1099, 4-5= 2782/1121, 5-6=-2910/1247, 6-7=-2910/1247, 7-8=-2782/1121, 8-9=-2861/1100, 9-10=-3506/1345 BOT CHORD 2-19— 1272/3166, 18-19=-1272J3166, 17-18=-1272/3166, 16-17=-880/2576, 16.26=-880/2576, 15-26=-880/2576, 15-27=-821/2576, 14-27= e21/2576, 13-14=-1117/3166, 12.13=-1117/3166, 10-12=-1117/3166 WEBS 3-19=0/275, 3-17= 665/433, 5-17_ 109/492, 5-15=-309/601, 6-15= 448/380, 7-15=-309/601, 7-14=-109/492, 9-14=-665/435, 9-12=0/275 NOTES= 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph: TCDL=4.2psh BCDL=5.Opsf; h=151t; Cat. 11; Exp C; Encl., GCpl--0.18; MW FRS (envelope) automatic zone and C-C Intedor(1) zone: cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 702 lb uplift at joint 2 and 702 lb uplift at joint 10. 8) "Semi -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. Q WARNING. Verily dodgn parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MIF7479 rev. I&OMIS BEFORE USE. Design Valid for use Only with Mllek® connectors. this design is based only upon parameters shown, and Is tot an Ind victual buldlng component, not a irm system. Before use. the Ixdldlng designer must verity the cWlcalAlty of design parameters and proMfly incorporate this design Into the overallAtld1110haltemporaryariltracing Welk' Lx/lding design. Bracing kxticated 6 to prevent buckling of InUivlUual truss web and/or chord members only. permanent theisalwaysfectudredfordabllty, and to prevent collapse with p osblle personal Wu+y, OW property damage. For general guidance regarding fabrication, storoge, delivery, erection and txacing of trusses and Inus syslems. soeANSI/fPI I Quality Cdtada, DSa-89 and BCSI Sullding Component 6904 Parke East Blvd. Safety information ovalWMe from Inm Plate institute, 218 N. Lee Street. Suite 312, A,exandda. VA 22314. Tampa, FL 33610 Truss I fuss I we H ply T11363432 1111671 A06 Hip 2 J.bRf.,..e optional) T kl d 1 W dJ 14 14:17 28 2017 Pa e1Burlder'e First Source. Groveland. FL. 34738 7.640 a Apr to 2016 Mr e n ustrres, nc. a un g ID:4xi2SyO5prlperCOHMLI Off 1 zP836-zt8of 1 OgHMudVkNIYU4?a6BY?kGb_TvlXccnjnz6M95 1-0-0 6 11.6.10 17A 0 22.4.0 27-0-0 33.1$ 38.8.13 44 8-0 8 0-0 6-1-3 5.56 5.5.6 5 4-0 5.4.0 5.5 6 5 5.6 6.1.3 -0 5.00 FI2 5x6 = 3x8 = 5x6 = LU I 18 " 17 - 16 • . 3x4 = 3x8 MT20HS = 2x4 II 3x8 = 3x4 = 3x8 = 3x8 = 3x8 MT20HS = 3x8 = Scale = 1:83.2 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In poc) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Ven(LL) 0.33 17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(rL) -0.77 14-16 >697 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(TL) 0.25 12 We Na BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 244 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-8 OC puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpi 7-18. 7-16 REACTIONS. (lb/size) 2=1707/0-8-0, 12=1707/0-8-0 Max Horz2=-176(LC 11) Max Uplift2=-698(LC 10). 12-698(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3557/1416, 3-4=-3334/1296, 4-5=-3282/1308, 5.6=-2658/1047, 6-7=-2409/1017, 7-8=-2409/1017, 8-9-2658/1047, 9-10=-3282/1309, 10-11=-3334/1297, 11-12=-3557/1418 BOT CHORD 2-20=-1378/3223, 19-20=-1104/2848, 18-19=-1104/2848, 18-27=-784/2548, 17-27-784/2548, 17-28=-784/2548, 16-28=-784/2548, 15-16=-929/2848, 14.15=-929/2848,12-14=-1204/3223 WEBS 3-20- 265 290, 5-20- 115/422. 5-18- 605/423. 6-18=-241/741, 7-18=-403/240, 7-16=-403/239, 8-16=-240(741, 9.16=-605/423, 9-14=-116/422, 11-14-265/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=5.Opsh h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) automatic zone and C-C Intedor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord five load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 698 lb uplift at joint 2 and 698 lb uplift at joint 12. 8) "Semi-rtgid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 0 WARNING - Vafly design parameras and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE A07473 rev. IGOVAIS BEFORE USE Oesig n valkl for use only Win MltekOconnectots. IlnlsdesW Is based only upon parameters shown, and Is lot an Individual holding component. not a Irma system. Before use. the 1x11ding designer must verity the applicability of design parameters and properly Incorporate this design Into the overall Ixgding design. Bracing Indicated is to prevent budging of IndIvIdtral truss web and/or chord members only. Additional lemporary and permanent tlracing M!Tek' Is always recpired for stability and to prevent collapse Win possible personal Irnbay and properly damage. For general gteclance regarding he storage, delivery, erection and brctcing trusstrussesandrss systems. seeAN51/TPI I Quality Criteria. OSS-89 and SCSI Bulldirtg Component 8904 Parke East Blvd safely Information available from Irma Rate Institute. 218 N. lee Street. Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type oty Ply lb T11363433 it 11671 A07 Hp 2 Reference(optional) W.A _Lm 1d 1I.179a M17 Butlder' n First Source, Groveland. FL. 34736 ID4xiZSyO5pnpc(66WM•L71'09W91Xccnjnz6M95 12- 10.10 18-0.0 25.84 31.8.6 37-10.13 44.8-0 6 0- 0 6.9.3 6.16 6.1.6 6-8-0 6-16 6 16 6.8-3 -0 Scale = 1:e3.2 5x8 = 5. 0o 12 27 5x6 = 20 19 — 17 16 - 14 13 3x8 = 21K4 11 3x4 = 3x8 MT20HS = 3x4 = 3x8 = 3x8 MT20HS = 30 = 20 11 3x8 LOADING( psf) SPACING- 2-0-0 CS1. DEFL. in poc) Wait Ud. PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.32 17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.70 16-17 >767 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(TL) 0.26 11 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 244 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. SOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 6-16, 8.16 REACTIONS. ( Ib/size) 2=170710-8-0, 11=1707/0-8-0 Max Harz 2=196(LC 14) Max Upli112=-695(LC 10), 11 _ 695(LC 11) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 2-3=-3542(1345, 3-4=-3057/1159, 4-5=-2998/1176, 5-6=-2476/963, 6-27=-2233/945, 7- 27=-2233/945, 7.8-2477/964, 8-9=-2998/1178, 9-10=-3056/1160, 10.11-3543/1349 BOT CHORD 2-20=-1323/3204, 19-20-1323/3204, 18-19=-1033/2767. 17-18=-1033/2767. 17. 28=-693/2232, 16-28=-693/2232, 15.16=-839/2767, 14-15=-839/2767, 13- 14=-1131/3205, 11.13=-1131/3205 WEBS 3-19=-498/320, 5.19=-77/405, 5-17=-722/455, 6-17=-233/609, 7-16=-181/596, 8- 16— 721/456, 8-14— 78/405, 10-14— 499/323 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=5.Opsf; h=151t; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCOL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 11. 8) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verily design P&rarnatan and READ NOTES ON THIS ANO INCLUDED MrTEK REFERANCE PAGE AID- 7473 rov. I"am 16 BEFORE USE Deft vdkl lot use only vAth WfeliG connectors flYs design isbased only upon parameters shown and Is for an indivld ual -Adding component. not a truss systern. Before use, the building designer must verify the gXAlcabll fy of design parameters and Ixoperly hcorporale this design Into the overdl trading design. Bracing hdlcaled Is to Ixevent buckling of hWNkhal Intl web, and/or chord members only. Additional lemixxary and permd anent I.xoclrtg MiTek" Is always required tot stability and to prevent collapse wtlh Ix)ssUe personal " and property damage For general gtddatce regarding the fabrkatlon. storage. delivery. airecllon and bracing of trusses and truss systerns. soeANSI/IPI I Quality Cnfedo, DS8•89 and SCSI 8ullding Component 6904 Perk& East Blvd. Safety Information ovck"e from Irt=Nate Institute. 218 N. Lee Street. Sullo 312. Alexandria. VA22314. Tempo, FL 33610 Job Truss Truss Type oty pry Ttt36343, Rf.r.nce 1t11671 A08 Hip 2 t optional) W.A I..n t 1I•17•1a 9f117 Panes t Buddetb First Source, Groveland. FL. 34736 '.— . ^ . '' ''•"' ^ """ "" ID:4xi2SyO5prperCOHMLIOgIzP836•vGGY3105pz8LkI W8gv6UfXGtfXZISNgb?w5unfz6M93 1-0 7.5.3 14.2.10 21-0.0 23.8.0 30.5.6 37.2.13 44.8-0 45.8 0 7.5 3 6.9 6 6-96 2.8-0 6.8.6 6.96 7-5-3 5x8 = 6.00[12 27 5x6 = Scale = 1.63.2 20 19 17 16 14 13 _ 3x8 3x8 = 2x4 II 3x8 MT20HS = 3x4 = 3x8 = 3x4 = 2x4 11 3z4 = 3x8 MT20HS = LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.33 17-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Ven(rL) -0.73 17-19 >737 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.26 11 n/a r1/a BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 253lb FT = 0°e LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.6.8 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpi 5-17, 6.16, 8-16 REACTIONS. (Ib/size) 2=170710-8-0, 11=1707/0-8-0 Max Horz 2=215(LC 14) Max Uplifl2=-692(LC 10). 11=-692(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3513/1318, 34=-2951/1106, 4-5=-2824/1120, 5-6=-2292/887, 6.27=-2053/874, 7-27— 2053/874, 7.8-2294/888. 8-9=-2823/1121. 9.10=-2950/1107, 10-11=-3514/1321 BOT CHORD 2-20=-1310/3172, 19-20=-1310/3172, 18-19=-978/2664, 18-28=-978/2664, 17-28=-978M664, 16-17=-596/2050, 16-29=-763/2663, 15-29=-763/2663, 14-15=-763/2663, 13-14-1098/3173, 11-13=-1098/3173 WEBS 3-19=-576/365, 5-19=-85/466, 5.17=-824/510, 6-17=-284/617, 7.16=-242/620, 8-16— 821/510, 8-14-85/464, 10-14-577/368, 10-13=0/250 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDI-=4.2psf, BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 692 lb uplift at joint 2 and 692 lb uplift at joint 11 8) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. O WARNING - Verify dadpn paran otom and READ NOTES ON THIS AND INCLUDED MnFK REFERANCE PAGE MII.7473 rev. I6902015 BEFORE USE. Design veal for use only wAth MlfeW connecters. Ms design Is based only upon parameters shown. and Is fat an Individual txBdktg component. not a Ines system. Before use. Ire txAc lrlp designer must verity the appllcabllly of design p aiameters and property incorporate 4* design Into the overdl IxdlcRW design. Bracing IrKlicalod Is to prevent buckling at kdMdtKd Inns web and/or chord members only. Additional temporary and permanent I.xoclrlg MiTek• is always rec"red for stability and to prevent collapse wllh possible persalm 1NtaY and properly damage. For general guidance regarding the talrlcallm storage. cteflvery, erection and bracing of James and tnm systems seeANSVMI1 auality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avellatlle from Imes Hale Ins1IMe. 218 N. Lee Street. Sidle 312. Alexanado. VA 22314. Tampa. FL 33610 Job russ Truss Type oty ply T1t363435FJ.beference 1111671 A09 Common 7 t optional) w.A L.n tI t•t 7'!1 9fN7 Pnnn t Buildet;s First Soutce. Gtovelend.FL 34736..-.-1...---....-..............-. ..----.........._.__.. . ID:4xiZSyOSpnperCOHMLI Og 1 zP836•NSgwH3RjaGGCMB5KDcdICIpOBxJ78onkEagRJ6z6M92 1.0• 7.10.9 15.1.4 22.4.0 296.12 36.9.7 44.8-0 6 O 7.10.9 7-2.12 7.2.12 7-2.12 7-2.12 7-10.9 Sx6 = 500 12 Scale = 1:80.1 I 19 17 ••• `•• 15 -• 14 12 3x8 = 2x4 11 3x8 MT20HS = 30 = 3x8 = 3x4 = 3x8 MT20HS = 2x4 11 3x8 - 3x8 MT20HS = LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Veri(LL) 0.33 17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.72 15-17 >744 ISO MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WS 0.76 Horz(TL) 0.26 10 rVa n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 233 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7.15. 5-15 REACTIONS. (lb/size) 2=1707/0.8-0, 10=1707/0.8-0 Max Horz 2=-228(LC 11) Max Uplitl2=-689(LC 10). 10- 689(LC 11) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3492/1298, 3.4=-2874/1061, 4-5-2803/1082, 5.6=-2189/861, 6-7=-2189/861, 7-8= 2803/1083, 8-9=-2874/1062, 9-10=-3492/1300 BOT CHORD 2-19-1298/3150, 18-19=-1298/3150, 17-18=-1298/3150, 16-17=-941U2587, 16-26=-940/2587, 15.26=-940/2587, 15-27=-712/2587, 14-27=-712/2587, 13.14-1073/3150, 12-13=-1073/3150, 10-12=-1073/3150 WEBS 6.15=-419/1267, 7-15=-865/542, 7-14= 95/484, 9.14=-632/397, 9-12=0/275, 5-15-8651542. 5-17-94/484. 3-17=-632/395, 3.19=0/275 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=5.Opst; h=15ft; Cat. 11; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) automatic zone and C-C Interior(1) zone: cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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 = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 689 lb uplift at joint 2 and 689 lb uplift at joint 10. 7) "Semi - rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. Q WARNING • Verify deNyn Peremetae and READ NOTES ON THIS AND INCLUDED MlrEK REFERANCE PAGE MD-7473 rov. IOD MIS BEFORE USE Design vdkl la use only wlttn MllekO connectors. ft Ueslgl Is txssed only upon parameters stnawn. and 1s la an tndkAc0.X71 txAtliUng component. not a truss system. Before use, the building designet must vedty the appticCIIARY of design parameters and properly Incorporato 0nk design Into the overall Adc llona l temporary and permanent txaclng M iTek' boding design. Bracing htdlcated Is to pxevenl budding of InclWLK3[ truss web Card/ot chord members only. 6 always retadred for statAlty and to pxevenl cdlorAo with prsaXe personal Wary and pxopetty damage. For genefd guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and in= systems, soeANSI/TPl1 Quality Criteria. OSS-89 and SCSI Building Component e Ees East Blvd. 6904 PerkrkEastSatetyInlotmarionavdlabte Cam truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314, Tampa. 0 mP • Job runsTruss Type Hply Ttt363436 1111671 A010 Rool Special 1 1 Job Reference(optional) n n tr o.,. Buslderu First Sources Gtoveland. FL. 34736 . o.v...V( I Zv,o M" an •••==,•roo, •M. ••o---•• •- •- • • •---• • . ___ . I DAxi2SyO5pnperCOHML 1 Og 1 zP836-k85OmyHBPbtvwLBOW 50uiDJzU6NhOUzTmouoz6M9E 1-0 6-7.14 12.8*0 14.4 20.9.15 27.2.1 33.8-0 22.10.2 44.9.0 4 •8 6.7.14 6-0.2 1-8-0 6.5.15 6.4.3 6-5.15 5.2-2 5.9.14 Scale = 1:84.8 5x8 II 5.00 12 4 6x8 = 2x4 11 5x8 = 5x8 = 6x8 = N 19 1. 17 16 •- 14 13 1.54 STP = 4x6 = Sx8 = Sx8 = 2x4 I I Sx8 = 20 11 1.5x8 STP = 4x6 = 800 = 5x8 = 4x6 = LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CS1. TC 0.76 BC 0.31 WB 0.86 Matrix-M) DEFL. in (loc) Well Ud Vert(LL) 0.39 16-17 >999 240 Vert(TL) -0.73 16-17 >735 ISO Horz(TL) 0.15 11 rVa We PLATES GRIP MT20 244/190 Weight: 283lb FT = 04b LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc puffins. 5.7,7-9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 6-14 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1707/0-6-0, 11=1707/0.8-0 Max Horz2=134(LC 10) Max Uplif12-585(LC 7). 11=-791(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-3798/1374, 3-4=-3708/1406, 4-5=-3894/1672, 5-6=-4154/1875, 6-7=-4151/1872, 7-8=-4151/1872, 8-9=-3074/1481. 9-10=-3348/1542, 10.11-3852/1750 BOT CHORD 2-20=-1161/3461, 19.20=-972/2876. 18-19=-1250/3548, 17-18=-1250/3548, 16-17=-1593/3972, 15-16=-1593/3972, 14-15=-1593/3972, 13-14=-1517/3526, 11.13=-1517/3526 WEBS 3-20— 325/332, 4-20— 383(703, 4-19-1017/2245, 5-19-1973/1017, 5-17— 457/849, 6-17=-433/343, 8-16=0/252.8-14-1101/515, 9.14=-359/1001, 10.14-536/344 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=5.Opsf; h=151t; Cat. 11; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) automatic zone and C-C Intedor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed (or 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 it between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 61=1b) 2=585, 11=791. 7) 'Semi -rigid pitchbreaks including heels' Member end fixity, model was used in the analysis and design of this truss. O WARNING - Verily dodyn paramdera and READ NOTES ON rNIS AND INCLUDED MrlEX REFERANCE PAGE MIF7473 rev. I6413/MIS BEFORE USE. Design valid tot use only wllh Mllek® connectors. truss design It based only upon paameters shown, and B lot an individual building component. not a Inca system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Addillonal lempxary, and permanent tracing M iTek' building design. Bracing Indicated Is to prevent txtcldhg of Individual truss web and/or chord members only. is always required to statAltyand to prevenl collapse wllh po=gAe persoral itluy and Ixopeny damage For gonetal guidance regarding the fabrication, storogo. delivery. erection and bracing of trusses and Iness systems soeANSI/IPI I Cuatity Cdtedo, OSfe49 and SCSI Bullding Component 6004 Parks East Blvd. Tampa. FL 33610 SafetyInformationavailablehornbursRateInstitute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Job russ Truss Type Tt1363437 tttt67t AM I ROM Special F71Y t Job Reference(optional) Wet, I..n f 4 14 17 7a 0017 Ph A f Budder'a Fast Source. O(OVeland, K. 34735 0.y..._ ..... ......... ...___...__. ...-. ------.........-- -- _ _ - 10:4)dZSyO5prperCOHMLi Og 1 zP836-CKfmzllp9utmYVI04ox7FOsBXVeP7pr6tMgMOFz6M9D 1.0. S9.11 tt-40 14.4.0 t6.4.0 22.9.5 29.2.11 350.0 39.142 a4.0.0 S• S9•t4 52.2 3,. 2..0 6S5 6-55 6•S5 4.2.2 4.9.14 5.00 12 5xa = Sx6 = 5x12 = 3x6 = 5x8 = 23 22 21 20 19 18 17 16 15 14 3x6 = 2x4 11 LOADING (psf) TCLL 20.0 TCOL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 REACTIONS. All bearings 0.8-0. 3x8 = 1.Sx8 STP= 3x6 = 2x4 11 1.Sx8STP= 3x6= 3x6 = Scale = 1:84.8 12 1i^ T 0 CSI. DEFL. in loc) Well Ud PLATES GRIP TC 0.54 Vert(LL) -0.11 14-29 >999 240 MT20 244/190 BC 0.60 Ven(TL)-0.2814.29 842 180 WS 0.71 Horz(TL) 0.03 12 n/a rVa Matrix-M) Weight: 238 lb FT = 0°b BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Ib) - Max Horz2=118(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-276(LC 10), 18=-336(LC 7), 17=-636(LC 11). 12=-333(LC 11) Max Grav All reactions 250 lb or less at joint(s) except 2=606(LC 21), 18=969(LC 1). 17=1246(LC 22), 12=671(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-899/355, 3-4-396/188, 6-7=-158/545, 7.8=-231/659, 8-9=-231/659, 9-10=-274/233, 10-11-744/395, 11-12=-1037/585 BOT CHORD 2-23=-348/784, 22.23=-348/784, 21-22=-49/319, 20.21=-283/193, 19-20=-283/193, 18.19- 286/192. 17-18=-473/275, 14-15-186/655, 12-14- 454/923 WEBS 3-22=-522/333, 4-22-93/336, 4-21= 496/226, 6-21 =- 196/636. 6-18-783/383, 7-17=-451/357, 9-17=-1084/591, 9-15=-88/383, 10.15=-477/217, 10.14=-44/341, 11-14-304/295 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=4.2ps1; BCDL=5.Opsf; h=1511; Cat. II; Exp C: Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Intedor(1) zone; cantilever left and right exposed'. end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 30 MT20 unless otherwise Indicated. 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcltrrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 2, 336 lb uplift at joint 18 636 lb uplift at joint 17 and 333 lb uplift at joint 12. 8) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING • Va711y dedyn panunefent and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MO.7473 rev. 1611124015 BEFORE USE. Design valkl for use only Win Mllek®conneclors. Ms design S based only upon paametOrs stnovm, and Is for on Individual bolding component, not a huss system. Before use. Iho IxLc$ng designer must verify the apolcablilly of design palanelers and IroporiY Worporabo Into design Into the overall only. Additional temporary, and permanent bracing WOWtxgc&V design. Bracing trKWated Is to Irevenl buCaIng of IndhAdnal tniss web andlor chord members to always required for slablilly and to prevent coltgne wllh possible personal k*jry and property damage. For general guidance regardhng the falxk:atbn. storage. dotivery. erocllon and bracing of tames and Irlm systems seeANSI/IPI I Quality Criteria. DSB-89 and SCSI Wilding Component 6904 Parke East Blvd. Safety information avallablle from Muss Rate Insillule. 218 N. lee Street. Suite 312. Alexandria. VA 22314. Tempe, FL 33610 o rusIt rus5 ype y T11363438 1111671 A012 Root Special Gkdar 1 Job Reference Lionel ID:4xi2SyO5prlperCOHML1Og i zP836-gXD88eJRwC?d9fKPeWSMoeOlbvzlsFbGwOPvzhz6M9C f•4 4.9•t4 0.ao ,2-&0 ,6.4-o t8.4-0 23.2.0 28.00 32•t0.0 37.8.0 4a10-2 44.8.0 8- 4-8-t4 4.2.2 4.IN 4.10.0 4•,a0 4-ta0 32.2 ' 3&14 Scale = 1:84.8 5.00(12 Sx8 = 2x4 II Sx8 = 4 Sx12 = 5 3x6 = 3x8 = 5x8 = 6 7 8 36 9 37 3810 39 1140 41 12 3 13 1 Sxe STP= 1.Sx8 STP= e 1 2 14 15^ c o 29 28 27 26 25 23 P4 22 21 42 43 20 1944 1s45 46 17 16 3x6 = 2x4 11 3z8 = 1 5x8 STP= t.SxS STP= 3x6 = 2x4 11 3XS = 20 11 3x6 = 3x6 = 2x4 If 6x8 = Is•.-0 4414 POO 121-0 1644 7.4 1•e-0 250.0 2a• -Il 2.100 97•a•0 40.10.2 s44t-0 49.14 4.2.2 Ye4 Ye-0 3.4-0 ' Y44 ' 4.2.11 Y73 4.10-0 Y2.2 1414 1-0-0 Plate Offsets (X Y)- 4.0.5 12 0 2-81 16.0-5.12 0-2-8t 112.0.3-0 0.2.41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.09 17 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.18 17-18 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(TL) 0.05 14 n/a rVa BCOL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 2421b Fr = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.5-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. lb) - Max Horz2=98(LC 8) Max Uplifl All uplift 100 lb or less at joint(s) except 2-303(LC 27), 21=-1186(LC 9), 14=-541(LC 9), 24— 376(LC 24) Max Grav All reactions 250 lb or less at joint(s) except 2=659(LC 1), 21=2451(LC 20). 14=1024(LC 20). 24=535(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1083/452, 3.4=-704/371, 4-5=-432/353, 5.6=-432/353, 7-8=-342/879, 8-36=-707/1633, 36.37=-707/1633, 9.37-707/1633, 9-38=-310/285, 10.38=-310/285, 10-39=-310r285, 11-39=-310/285, 11.40=-1644/938, 40-41=-1644/938, 12-41=-1644/938, 12-13-1786/976.13-14=-1949/1027 BOT CHORD 2.29=•430/960, 28-29-430/960, 27-28-221/615, 24-25-425/257, 23-24-425/257, 22-23=-436/260, 21-22=-1125/570, 19-20=-617/1350, 19-44=-617/1350, 18-44=-617/1350, 18-45=-617/1350, 45.46=-617/1350, 17-46=-617/1350, 16-17=-868/1758, 14.16=-868/1758 WEBS 3.28=-392/262, 4-28=-74/280, 4-27=-269/155, 6.27= 284/690, 6.25=-638/287, 7-25=-267/670, 7-23=-336/302, 7-22=-649/324, 8.22-206/562, 8-21=-982/550, 9-21=-2099/1099, 9.20=-399/1092, 11-20=-1355l701, 11.18=0/308, 11.17=-172/360, 12-17=-46/353 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=5 Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 2, 1186 lb uplift at joint 21, 541 lb uplift at joint 14 and 376 lb uplift at joint 24. ' 8) 'Seml-rigid pltchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 0 WARNING - vody dadpn parameter and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MI.7473 rev. 1003MIS BEFORE USE wtDesignvalidforuseonlyvAlhMllek®conn eclors Ms dosign is txased oay upon lysomelers shown, and is for an klddvIdual buldnlg component. not a tnm syslom. Below use, the txlding designer must verity the GWICob611y of design parameters and poperly klcogorote this design Ingo the overall btdding design. bracing Indicaled Is to fxevent buckling of IndNkkal Innis web and/or chard members only. Additional tempota y and permanent txacing MiTek' is always reclulred tot stab8lty and to rxevent collapse with possUe personal hMy and rxoperty damage For general guidance (gadding the lotxballon storoge. cid". etoctlon and bracing of lamas and truss systerns. seeANSM I Cwlity Cltedo. OSS49 and SCSI Building COmpwnenl 6904 Parke East Blvd. Safety INotmation avalte"e non truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job russ Truss Type ary Ply T11363438 1111671 A012 Root Special Girder 1 1 Job Reference(optional) 1— W.A .Lm td 1e•17•91 0(177 Peace 2 B IMI'S Fret 50Y10e. UtOVetanG. t-t. :Yr rJ0 I0:4ri2SyO5pnperC0HML 1 Og i zP836-gXD8BeJRwC?d9(KPeW SMoeOlbvzjsFbGwOPvzhz6M9C NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 128 lb down and 123 lb up at 25-7.4, 127 lb down and 122 lb up at 27-7.4. 127 lb down and 122 lb up at 29-7-4, 127 lb down and 122 lb up at 31-7-4, 127 lb down and 122 lb up at 33-7-4, and 127 lb down and 122 lb up at 35-7.4, and 223 lb down and 213 lb up at 37-8-0 on top chord, and 66lb down at 25-7-4, 65 lb down at 27-7-4. 65 lb down at 29.7-4. 65 lb down at 31-7-4, 65 lb down at 33.7.4, and 65 lb down at 35-7-4, and 266 lb down and 144 lb up at 37-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the lace 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 (pit) Van: 1-4=-54, 4-6=-54, 6-7=-54, 7-12=-54, 12-15— 54, 3033=-20 Concentrated Loads (lb) Vert: 12=-126(F) 17=-266(F) 19=41(F) 36=-88(F) 37=-87(F) 38=-87(F) 39= 87(F) 40=-87(F) 41=-87(F) 42= 42(F) 43=-41(F) 44=-41(F) 45=-41(F) 46=-41(F) Q WARNING - Vedly design peramotare end READ NOTES ON 7NI5 AND INCLUDED MIIEK REFERANCE PACE 114/367473 rev. taWMI5 BEFORE USE. Design valid (of use only wllh Mllek® connectors. Inls design 9 Iwsod only upon parameters shown. and is for an Individual bolding cornponenl, not a truss systern. Before toe. the txAldhg designer must verity the aWir-c illy of design Imra rooters and property I ncogorate this design Into Ina ovetoll LxMdtng design. Bracing Indicated Is to prevent budding of Individual truce web cad/or chord members only. Additional temporary and permarx:nl txacingisalwaysrecilredforslablllyandtopreventcaligAeYAMIws*Ae personal trNry and ixopeM damage. lot general guidance regadrng the MiTek' 6904 Parke East Blvd. k"Ico9on, storage, delivery, erection and bratckng of Intsses and Miss systems. seeANSI/1PI1 Quality World. OSS-39 and SCSI Wilding Component Safety Irdafmadon available rom truss Plate Institute. 218 N. Lee Skeet, Suite 312, Alexandria. VA 22314. Tanya, FL 33610 Job I rusS Truss Type City ply 7tt363439 1611171 A013 Hp Girder 1 t Job Reference Wional 3 Buddads First Source. Groveland. FL. 34736 . np..e ay.o-I v..— ... .... .,,.... o ....... .—. ID:4xi2SyO5pnperCOHML 1 Off 1 zP836-cvLvbKKISpGLPzUolwUgt3Uj VilAK8220Ku012z6M9A 1 OO 3.9.1a 7:" 1o•9.15 1a$-1 1e-4.0 2t62 25.4.0 1.0.0 3.9.14 3.2.2 3 9-15 3.9-15 12.2 3 9.14 91 0 Sxe = 20 11 3x8 = 4x6 = 5.00 f 12 4 23 5 24 6 25 7 3x4 = 2x4 II 3x4 = 3x4 = 3x8 = 2x4 11 1.5x8 STP= 2x4 II 6x8 = 30 = Scale = 1:46.2 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/rP12007 CSI. TC 0.50 BC 0.59 WB 0.87 Matrix-M) DEFL. In (loc) Well Ud Ven(LL) 0.09 15 >999 240 Vert(rL) .0.15 13.15 >999 180 Horz(TL) 0.05 11 n/a rVa PLATES GRIP MT20 244/190 Weight: 128 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=-180/0-8-0, 2=1021/0-8-0, 11=2597/0-8-0 Max Harz 2=88(LC 8) Max Uplift9=-303(LC 19), 2= 507(LC 8), 11=-1192(LC 5) Max Grav9=204(LC 12), 2=1031(LC 19). 11=2597(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 2.3=-1977/947,3-4_ 1792/893,4-23= 1448f/42,5-23— 1448/742, 5.24=-14481742, 6-24=-1448/742, 6-25=-434/1064, 7-25=-434/1064, 7-8=-473/1143, 8-9— 426/908 BOT CHORD 2-18=-883/1783, 15-16=-883/1783, 14.15=-773/1658, 13-14— 773/1658, 13.26=-237/564, 12-26=-237/564, 12-27=-237/564, 11.27=-237/564, 10-11=-824/415, 9-10=-824/415 WEBS 4-15=-144/509, 4-13=-280/154, 5-13=-394/342, 6-13=-569/1152, 6-12=0/275, 6.11= 2029/964, 7-11= 763/454, 8-11=-349/220 NOTES - I) 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=5.Opst; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 9, 507 lb uplift at joint 2 and 1192 lb uplift at joint 11. 7) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 214 lb up at 7.0.0. 87 lb down and 122 lb up at 9-0.12, 67lb down and 122 lb up at 11-0-12, 87 lb down and 110 lb up at 12-8-0. 87 lb down and 122 lb up at 14.3-4. and 87 lb down and 122 lb up at 16.3-4, and 173 lb down and 214 lb up at 18-4-0 on top chord, and 309 lb down and 142 Ib up at 7-0-0, 651b down at 9.0-12, 65 lb down at 11-0.12, 65 lb down at 12-8-0, 65 Ib down at 14-3-4, and 651b down at 16-3-4, and 309 Ib down and 1421b up at 18-3-4 on bottom chord. The designtselection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Q WARNWG . Vorlly dedyn parsmetan and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. I 02MIS BEFORE USE Design valid for use orgy wlih MllekS ConreCtors. 8Ns design Is lased only upon parametersshown, and Is rot an Individual building component. not a Inuss syslein. 8e1010 rise. the Ix®ding designer must verity tho appllcablilly of dosign pwramelers arnt property Incogaxale this design Into the overall txllding design. ®acing Indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and pennarent tracing MiTek' Is always regi9red for stalNllty and to Ixevent codlcpse vAth rx)s*Ae personal Injury and property damage. For general guddonce tegmding M Mficatkrn. storage, delivery. erection and bracing of trusses dlnd Inns sysloms, seeANSIRPI I Quality CAtedo, OSS-89 and SCSI Building Component 6904 Parke East Blvd safety INormarlon ava6alxe nom truss Pate Ins11Me. 218 N. Lee Street. Sudlo 312. Alexandria. VA 22314. Tampa. FL 33610 Job I russ type ty N T1t363439 l t f 1671 A013 IlrussHipGirder 1 1 Job Reference(optional) Buddef6 First Sourest Gfovalana. 1-L. 3 136 ID:4xiZSyOSpnperCOHML I Og I zP836-cvLvbKKISpGLPzUolwUgt3UjVlfAK82ZOKu01 Zz6M9A LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-7=-54, 7-9=-54, 17-20=-20 Concentrated Loads (lb) Vert. 4_ 126(F) 7=-126(F) 14=-41(F) 15=-309(F) 13=-41(F) 5=87(F) 12=-41(F) 6=-87(F) 11=-309(F) 23=-87(F) 24=87(F) 25= 87(F) 26=-41(F) 27=-41(F) Q WARNINO - Verily deedpn pamnetere and READ NOTES ON THIS AND INCLUDED MMFK REFERANCE PAGE M114473 rev. IMMI6 BEFORE USE Design vdkt lot use only vAlh Mltekl9 connectors. Ihls design Is based only upon parameters shown. and Is lot an indMalual buldIng component, nol a truss system. Belotu the. the building designer must verily the applk:abllly of design parameters and rxopedy Incorporate ails design Into the overall bteding design Orcfcing Indicated Is to Ixevenl buclding of individual miss web and/ot chard members only. Additional temporary and permanent txaclrtg M!Tek' Is always w%dred far stability and to prevent coblq)so with twssLLlle personal ttheV and rxoperty damage. for general guidance regarding the fatxlcollon, storage, dellvery. erection and bracing of tnrssas and Inns systems. seeANSI/tPI I Cua6tV Criteria, DSB-89 and SCSI BuBding Component 6904 Parke Eest Blvd. SafefV Information avallarAe from fruss Rate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Temps. FL 33610 Job Truss Truss Type oty My T11363440 1111671 CJ1 Jack -Open 10 f Job Relerence optional) w.w I.... tot A t] 11 Mft7 Pwnw t Bundefu First 50urce. (,ir0ve1and. t-L. J41s6-- I D:4xiZSyQ$pnperCOHML 1 Og 1 zP836-NSgwH3RIaGGCMB5KDcdjClpA2xX9BzekEagRJ6z6M92 1-0-0 1-0.0 1.0-0 1-0-0 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCOL 10.0 Code FBC2014lrP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=10/Mechanical, 2=113/0.8-0, 4=4/Mechanical Max Harz2=42(LC 10) Max IJplift3=-9(LC 10), 2=-74(LC 6) Max Grav3=10(LC 1). 2=113(LC 1), 4=12(LC 3) FORCES. (ib) - Max. CompJMax. Ten. - All forces 250 lib) or less except when shown. DEFL. In (loc) Vdefl Ud Vert(LL) -0.00 5 >999 240 Ven(fL) -0.00 5 >999 180 Horz(TL) 0.00 2 n/a rVa Scale = 1:6.6 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsh h=15fl; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Intedor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other five loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 9 lb uplift at joint 3 and 74 lb uplift at joint 2. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNWO - Verify dedgn paremeten and READ NOTES ON THIS AND INCLUDED WEK REFERANCE PAGE Nil-74M mv. SaMWAIS BEFORE USE. Design talk) fa use orgy wtm Milek® connectors. this design is based only Won paratmeiers shown. and is for an Individual building component. not a truss system. Belote use. the IxBd ing designer must verity the opplkaU9lly of design pxranelefs and properly incorporate this design Into the overall Addillor" temporary and permaneni bracing MiTek' Lxddng design. Bracing Indicated Is to prevent buckling or lndMdud muss web and/of chord members only. is always iecpdred for slat -Ally and to prevent collapse wllh possible personal "and properly damage. For general guidance regarding the Iabrlc< lim storage. delivery; erection and tlracfrlg or trusses and truss systems WeANSIPPl1 Quality Criteria, DSB-89 and SCSI Building Comp>onenl 6204 Parke Ead Blvd. Safety =rnadon avcllable from truss Wale Ins0lute. 218 N. Lee Sheel. SUte 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Type oty ply T11363441 I I11671 CJ3 ITrussJack -Open 9 1 Job Reference (optional) 1. wow r,... 4-17 yr m7 Pnn. f BUld814 Flr6l SOUK(. UrOV89ana. FL J41Ja __ 10.4xiZSyOSpnperCOHMLI Og 1 zP836-NSgwH3RjaGGCM85KOcdlClpA2xXUBzekEagRJ6z6M92 14-0 3-0-0 1100 3-0-0 2x4 = LOADING (psi) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.08 TCDL 7.0 Lumber DOL 1.25 BC 0.05 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=59/Mechanical, 2=184/0-8-0, 4=29/Mechanical Max Horz 2=86(LC 10) Max Uplift3=-56(LC 10), 2=-89(LC 10) Max Grav3=59(LC 1), 2=184(LC 1), 4=45(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1,10.9 3-0-0 3-0-0 DEFL. In loc) Well Ud PLATES GRIP Vert(LL) 0.00 7 999 240 MT20 244/190 Vert(TL) 0.01 4-7 999 180 Horz(TL) 0.00 2 rVa We Weight: 11 lb FT = 0°b BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc pudins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=5.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Intedor(1) zone; cantilever left and right exposed; end vertical left and right exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of taus to bearing plate capable of withstanding 56 lb uplift at joint 3 and 89 lb uplift at joint 2. 6)'Semi-rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. A WARNWG . Valy dadgn parameters and READ NOTES ON THIS AND INCLUDED AMEX REFERANCE PAGE MD-7472 rev. I&MW I6 BEFORE USE. Design valkt lot use only Win Mllek® conneclas. Ills design is based only upon paameters stlown, and Is for on individual txsldlrlg component, not a Ina s system. Belore use. the building deslgr m must verity the oppslicabllty, of design parameters and txopedy Incot orato lh1s design Into the ovetall Additional temporary and permanent txackg WOWtxldingdesign. 1lrocirlg trWlcated a to prevent txacatng of lrxrivid tal lam web and/or chord members only. 6 always requked tot statAlly and to lxevent collapse Win poaexe personal Injury and pxgoAy damage. Fa general gulWlce regarding the fatxtcollon, storage, d oilvery, efeellon and bracing of trussas and tam systems, seeANSI/IPI I Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa. FL 33610 Safety Intormatlon avallabte train truss Rate Institute. 218 N. Lee Sueel. Suite 312. Alexandria. VA 22314. Job I fuss rusS I ype 0N N T11363442 II1 471 CJ3A Jack -Open 1 1 Job Reference o Uonat BUIIde63, First sou(ce, WOVeraOa. FL. 44140 10:4wZSyO5priperCOHMLI Og 1 zP836-seNIUPRLLaO3_Lg W rUgMMLVLSMwOuuSEa_sYz6M9I 1-0.5 3-0-0 11.0.5 .11-11 Scale = 1.10.9 3x8 II 1.5x8 STP = 1 0 5 1.o.5 3-" 1.11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Ven(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Ven(rL) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 3 We We BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 10 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 OC puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=103/0-8-0, 3=70/Mechanical, 4=33/Mechanical Max Horz 5=42(LC 7) Max Uplifl5=-38(LC 10), 3=-66(LC 10) Max Grav5=103(LC 1). 3=70(LC 1). 4=52(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=5.0psf; h=151t; Cat. 11; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) gable end zone and C-C Intedor(1) zone; cantilever left and right exposed; end vertical left and fight exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 5 and 66 lb uplift at joint 3. 7) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING - Verily dedgn parameters and READ NOTES ON THIS AND INCLUDED NrTEK REFERANCE PAGE U11.7472 rov. 1&03/1016 BEFORE USE. Design valid for use only wllh Mllek® connectors. R11s design Is based only upon posameters shown. and Is lot an Indivtchal txdding component, not a Ifu ss system. Before use. the building designer must verify the appi ccabli fy of design lorometers and Ixopefly trlcorlorale 1f16 design Into the overall building design. Bracing Ind icalod is to pfevenl buciding of individual Inds web and/or chord members only. Addllloncri temporary and permanenl txacing MiTek' Is always required for slablllly and to ixevent collapse wllh possUe, personal DNEy and Ixoperty damage. For getwral guidance regarding the faLmicollm storage. deilvory, erection and txdncDlg of IrUiSCs and Irtra systems. seeANSI/IPI I Quality Criteria, OSS-89 and SCSI Sullding Component 6904 Parke East Blvd Safety Information available Dom truss Plate Instilule. 218 N. Log Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job • Truss Truss Type Qty ply T11363443 1111671 cis Jack -Open 9 t Job Reference - tional uT-L I..A..-,.:ten 1,... WwA L,n tl•17199f117 Pnnw1 Bullder'C First source; GfOVetanO. FL. J4 rJe... MLIOg..---.-._..__...___...-_,_._.- I0:4wZSyO5prlperCOHML10g1zP838-seNIUPRLLa03_LgWnJgykyMJbLnnlvOuuSEa_sYz6M91 t 0 0 5-0-0 1-0 0 5.0-0 Scale = 1 15.1 2x4 = 5-0-0 5-0-0 Plate Offsets (X Y) 12.0.1 14 0 0 101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.02 4.7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 8C 0.17 Verl(TL) -0.04 4-7 >999 180 8CLL 0.0 ' Rep Stress Incr YES W8 0.00 Horz(TL) 0.00 2 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 17lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=100/Mechanical, 2=274/0-8.0, 4=45/Mechanical Max Horz2=131(LC 10) Max Uplift3— 98(LC 10). 2=-125(LC 10) Max Grav3=100(LC 1), 2=274(LC 1), 4=75(LC 3) FORCES. ( lb) - Max. CompJMax. 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=5.Opst; h=15ft; Cat. 11; Exp C; End., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Intedor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98lb uplift at joint 3 and 125 lb uplift at joint 2. 6) ' Semi -rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. 0 WARNING - Verity dostOn pi- m is s and READ NOTES ON THIS AND INCLUDED UnEK REFERANCE PAGE NQ7473 rev. IOA IMIS BEFORE USE Design vaik7 for use only wltln Mllek® cenneclas. Ms design It based only upon Iatamelers shown. and Is for an indhAdual building Component, not a truss system. Before use, the building deslgnet must verity the applicablilty, of design Ixsranelers and properly Ineorpofale this design Into the overall AddllkxxA fernparary and tracing M iTek' buildingdesign. ®acing indicated Is to prevent bridling of Individual truss web aria/or chord members only. permanent is always required for stablilly and to pevenl collapse with possible personal trtbay and property darnage. for general guidance regadng the fark: allon. storage. deflvery. croclion and bracing of IruSfes and truss systems. seoANSI/1PI I Quality Criteria, OSS-69 and SCSI Building Component 6904 Parke East Blvd. Tanga. FL 33610 Safety Infdrmaaon ovdta le nom truss Plato Insttlule. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type ty Tt13fi3444 1111671 CJ5A Jack -Open 1 I Job Reference(optional) oonw o...... tsuedevis I-rrst `.butte. wavelana. M. 44 r:ro 5 1.5xa STP = 30 II ID:4xrZSyO5prlperCOHML 1 Og 1 zP836-KrxNlSz6uWwbVFIL 1 g8HAuT21Arft7I huJYO_z6M90 3-0-5 5.0.0 3.0.5 1.11.11 5.00 f 12 Scale: 3/4'e1' 3-0.5 1.11.11 LOADING(psf) SPACING- 2-0-0 CSI. OEFL. in poc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.03 4.5 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(TL) 0.07 4-5 826 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 3 We n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 17 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=177/0-8-0, 3=122/MechanlCel, 4=55/Mechanical Max Horz 5=66(LC 7) Max Uplifl5=-74(LC 10). U-107(LC 10) Max Grav5=177(LC 1). 3=122(LC 1). 4=90(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. Structural wood sheathing directly applied or 5.0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7.10; VUIt=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=5.Opsf; h=15ft: Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Intedor(1) zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 5 and 107 lb uplift at joint 3. 7) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 0 WARN/NO - Verify dedgn panunatera and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MJI-7473 M. raMMr6 BEFORE USE OwAign valid lot use only with Mllek® connectors. Ms design is based only upon parameters shown. and is (of an in llvtdtrrb building component. not a uta3 system. Before trse, the building designer mtisd verity the at4AIcalAlry, of design "amotors and Ixoporiy Incorlorole this design Into the overall bW dl g design. Waclng Inddcaled Is to Ixevenl bucMUg of inaMdu al truss web and/orchard mernbers only. Additional temporary and perrnanent bracing MiTek' is always required for stablIlly and to pxovent collaine vAlh possible personal it" and Ixolony damage. For general guidance regadkg the fabrication. storage. dollvery, erection orid bracing of Inures and truss systems. seeANSI/fPl I Quality Criteria, OSS-89 and SCSI building Componenl 6904 Parke East Bird. Safety Information available, from fruss Plate Institute. 218 N. Lee Sheol. Suile 312. Alexandria. VA 22314. Tarrpa. FL 33610 Job Truss Type oty ply T1136344S t 111671 EJ7 ITrussJack -Open 23 1 Jab Reference optional 6U11dafb Feat SOerCe, WOVelanO. FL. j4/JO IDAxiZSyO5pnperC0HML 1 Og 1 zP836-KrxrulSz6uWwbVFIL 1 gOHAuOX18Ftt7I huJYO_z6M90 1 O a 7-0-0 1-0 0 7-0-0 Scale a 1:19.6 3x4 7-0-0 7-0-0 Plate Offsets KY}- 12:0.0 10 Edael LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.16 4-7 >537 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(TL) 0.01 2 n/a rda BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 23 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.9-2 oC puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3= 14 1 /Mechanical, 2=36610-8.0, 4=61/Mechanical Max Horz 2= 1 70(LC 10) Max Uplift3— 123(LC 10), 2=-164(LC 10) Max Grav3=141(LC 1), 2=366(LC 1), 4=105(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=4.2pst; BCDL=S.Opsf; h=1511t; Cat. II, Exp C; Encl , GCpi=0.18; MW FRS (envelope) gable end zone and C-C Intenor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 164 lb uplift at joint 2. 6) 'Semi -rigid pilchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. WARNWG - Verify dedgn parameters and READ NOTES ON TNfS AND rNCLUDEO MrrEK REFERANCE PAGE AID•7473 rev. MUMS BEFORE USE. Design valid for use only Win Mlfek* connectors. tMs design E lased only upon parameters shown, and is for an individual txAdhg component. not a Inns system. Before use. the tx®ding designer must verily the applicability of design Ixxanetefs and Ixopedy Incotp orale Mb design Into the overall Add illoral temporary and txocfrng M!Tek' building design. Bracing Indicated Is to prevent brrcalrng of IndMdual Inns web and/or chord mernuers only. pefmcmnl It always regrdred for stability and to prevent collapse wllh possible personal Wy and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of fnrses and (nrs systems seeANSI/TPI I Quality Cliterla, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Tarlpa. FL 33610 Safety Information ovallatxe from truss Rate Inslllule. 218 N. Lee Street. Sulte 312. Alexandria. VA 22314. Job Truss Ttuss Type Uty ply T11363448 T111671 E.178 Jack -Open 1 1 Job Reference (optional) nuerfara 1-Iret ,ource, WOVOWFIG. M. YI130 ...+., o r.r. .. .. ... ......... .. -. .. __ __. . __ ID:4xi2SyO5prlperCOHML1Og1zP&36•KrxhllSz6u% wzVFiL1gBHAuOS18Aft71huJYO_z6M90 7.0-0 7-0-0 l a 3x4 = 7-0-0 74-0 Plate Offsets Ox Y)-- f1:0-0-10,Edoel LOADING (pst) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 TCDL 7.0 Lumber DOL 1.25 BC 0.36 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=310/0.8-0, 2=142/Mechanical, 3=62/Mechanlcal Max HorZ 1=151(LC 10) Max Upliftl=-125(LC 10), 2=-124(LC 10) Max Grav 1=310(LC 1). 2=142(LC 1), 3=106(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. Scale = 1:19 6 DEFL. in poc) Well Ud PLATES GRIP Ven(LL) 0.06 3-6 999 240 MT20 244/190 Ven(TL) 0 16 3-6 525 180 Horz(TL) 0.01 1 n/a rVa Weight: 22 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.8-6 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=S.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi--0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 1 and 124 lb uplift at joint 2. 6) 'Semi-ngid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING - Vartly daelpn paremaron end READ NOTES oN THIS AND WCLUDED MREK REFERANCE PAGE Ma7473 rev. I41103MIS BEFORE USE Design valkp lot use only elm Mlfek® connectors. this design Is based only upon palamelets shown, and Is lot an Individual building Component, not a tress system. Before use, the IxAklllg designer must verity the applicability of design paramelen and property Incorporate this design Into Ile overall btOaing design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional Iempotary and permanent bracing WOW Is always negrAred for stability and to prevent collapse wllh possible personal Inf ry and properly damage. For general guidance regarding the c"Ication. storage, delivery. erection and bracing of fusses and truss systems. soeANSI/TPI I Quality Criteria, DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from fruss Rate Institute. 216 N. lee Street. Su lto 312. Alexandria. VA 22314. Tempe. FL 33610 Job Truss Truss Type oty pry TfJob 1111671 H1 Roof Special Girder 1 t Reference tional o OMG uTd .MR...... Im W.A Jun 14 14 17 ftS 2017 Buddet's First Source- taover 110, M s4140 - - -' g'_ - - --- - - -- ID:4xrZSyO5prlperCOHML10g1zP836-GD3R70UDdVmerpPSSSriMb meYN7a7K88ofStz6M9_ 1-0-0 3.9.14 7-0.0 10.9.15 14.6.1 18.4-0 20.4-0 25.4-0 1.0-0 3 9.14 3 2.2 3-8-t5 3 &3 3 9.15 2.0 0 5-0-0 Sx8 = 2x4 II 3x8 = 4x6 = Scale n 1:47.0 S.00 4 21 5 22 5 23 7 •_.. _ 3x6 = 3x4 = 2x4 II 30 = 3x4 = 3x8 = 20 11 1.54 STP = 30 = 6x8 = 1.54 STP= 2x4 II LOADING(psl) TCLL 20.0 TCOL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.49 BC 0.60 WO 0.86 Matrix-M) DEFL. in (loc) Udell Ud Vert(LL) 0.08 16 >999 240 Ven(TL) -0.15 14-16 >999 180 Horz(TL) 0.05 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 137 lb FT = 04b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc punins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 6.0.0 oc bracing. REACTIONS. (lb/size) 10=-175/0-8-0, 2=1029/0-8.0, 12=2568/0-8-0 Max Harz 2=132(LC 7) Max Uplift 1 0=-293(LC 19), 2-492(LC 8), 12=-1223(LC 5) Max Grav 10=193(LC 6). 2=1038(LC 19). 12=2568(LC 1) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1993/911, 3-4=-1809/863, 4-21=-1476/747, 5-21=-1476l747, 5.22-1476(747, 6-22=-14761747,6-23-462/1004, 7.23=-462/1004,7.8=-495/1068,8-9=•378(796, 9-10=-148/332 BOT CHORD 2-17=-859/1798, 16.17=-859/1798, 15-16-804/1673, 14-15-804/1673, 14-24-307/603, 13-24-307/603, 13-25=-307/603, 12.25=-307/603, 11.12=-826/421 WEBS 4-16- 141/509, 4-14- 262/167, 5-14- 394/342, 6-14_ 532/1134, 6-13-0/279, 6.12- 2012/963. 7-12=-708/443, 8-12=-294/146, 8-11 =- 134/438. 9-11=-882/422 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=5.Opsh h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending 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.Ops( 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 293 lb uplift at joint 10, 492 lb Uplift at joint 2 and 1223 lb uplift at joint 12. 7) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 213 lb up at 7-0-0. 87 lb down and 122 lb up at 9-0-12, 87 lb down and 122 lb up at 11-0-12, 87 lb down and 122 lb up at 12-8-0, 87 lb down and 122 lb up at 14-3-4. and 87 lb down and 122 lb up at 16-3-4, and 173 lb down and 213 lb up at 18.4-0 on top chord, and 307 lb down and 137 Ib up at 7-0-0, 65 Ib down at 9-0-12, 65 Ib down at 11-0-12, 65 lb down at 12-8-0. 65 lb down at 14.3-4, and 65 Ib down at 16-3-4. and 307 Ib down and 137 Ib up at 18-3-4 on bottom chord. The deslgn/selectlon of such connection device(s) is the responsibilityof others. 9) 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 0 WARNPID - Vadly design paruratas and READ NOTES ON THIS AND INCLUDED MnEN REFERANCE PAGE MIF7473 MV. 1441 WIS BEFORE USE Design vaid for use only vAth lvlllek0 connectors. fMs design is based only upon parameters shown. and Is lot ankndMc0.lal building component. not a tnm solem. Before use. the building designer must verify the opplicabBry of ckrslgn parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent bucWUng of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' Is always required let stablilty and to prevent collapse with possible personal ryuay and property damage. For general guidance regarding the fabricallem slotoge. delivery. erection and Mooing of trusses and truss systems. sccANSI/TPI I Cuatily Criteria. OSS-89 and BCSI Building Component 6904 Parke East Blvd Tarnpe, FL 33610 Safety information avtllatxe from truss Plate Institute. 218 N lee Street. Sudle 312. Alexandria. VA 22314. Job• Truss Type oty ply Ttt363447FJ.bReference it 1471 HI ITrussRoofSpacial Glider 1 t o tional o.. 10:4xi2SyO5prtperCOHMLI Og I zP836-G03R7000dVmerpPSSSr(Mb_meYN7a7K8BofStz6M9_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4-54, 4-7=-54, 7-8-54, 8-9=-54, 10-18=-20 Concentrated Loads (lb) Vert: 4=-126(F) 7— 126(F) 15=-41(F) 16=-307(F) 14— 41(F) 5=-87(F) 13=41(F) 6=-87(F) 12=-307(F) 21=-87(F) 22=-87(F) 23=-87(F) 24=41(F) 25=41(F) Q WARNWG - Verify dadgn pen metes and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M0-7473 rev. I4413MIS BEFORE USE Oe*p valld lot use only wono withI4Iek9Ccbrs. Inds design is based My upon parameters sown. and is lot an Individual building component. not a truss system. Before use, the building designer must vedty the gxAlcabllty of design larameters and propedy Incapotate 0% doslgn Into the overall only. Add illonal lernporary and permanent bracing MiTek' brAdngdesign. Bracing indicated Is to prevent budding of Individual miss web and/or chord members is always red#lred Ior stablltty and to prevent collapso with possUa petsoral t W and IrMridy ddanage Fa geotat gnldance rega dding the ratification. storage, delivery, etecllon and Lvctclrng of trues and larss systems soeANSI/FPI I Quality Criteria, OS9.69 and SCSI building Component 6904 Parka East Blvd. Salary Information available from Irus Rate Institute. 218 N. Lee Street. Sulte 312. Alexandria, VA 22314. Tampa, FL 33610 ofuss russ ype H ly T11363446 111161 HJ7 Diagonal Hip Girder I Job Reference tional Buddar'0 i'rrsl source Utovelana. I-L:Yrloft .,.-.._..P.._-_........_.....---...__. .._. ------...-...-..------ 1D:4xi2SyO5prlperCOHML1OglzP836-kPdpKmUsOpuUSy_H09DuvoWzoy8rsAMTNrYC Jz6M8z 1.5-0 5.2.9 9.10.1 1.5-0 5.2.9 4-7.6 Scale a 1:21.1 2x4 = - 5.2.9 4.7-8 LOADING(psf) SPACING- 2.0-0 CSI. DEFL. In floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 6-7 999 240 MT20 244/190 TCOL 7.0 Lumber OOL 1.25 BC 0.43 Vert(TL) 0.09 6-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(TL) 0.01 5 n/a rJa BCDL 10.0 Code FBC20141TPI2007 Matrix-M) Weight: 41 lb FT = 0%, LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=115/Mechanical, 2=481/0-10-15, 5=295/Mechanical Max Horz 2=180(LC 4) Max Uplifl4=-94(LC 4), 2=-267(LC 4). 5_ 116(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-779/300, 11-12=-752/303, 3-12= 720/309 BOT CHORD 2-15=-399l721,15.16=-399l721, 7-16=-399/721, 7-17— 399/721, 6.17=-399l721 WEBS 3-7=0(253, 3-6= 768/425 Structural wood sheathing directly applied or 6-0.0 oc puffins. Rigid ceiling directly applied or 9.4-1 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUl1=140mph (3-second gust) Vasd=108mph; TCOL=4.2psh BCDL=5.0psf; h=15ft; Cal. 11; Exp C; Encl.. GCp1=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed lot a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 4, 267 lb uplift at joint 2 and 116 Ib uplift at joint 5. 6)'Semi-rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 lb down and 14 lb up at 1-4-15, 14 lb down and 14 lb up at 1-4-15, 27111 down and 54 lb up at 4-2-15, 27 lb down and 54 lb up at 4-2-15, and 44 lb down and 103lb up at 7-0.14, and 44 lb down and 103 lb up at 7-0-14 on top chord, and 8 lb down and 1 lb up at 1-4-15, 8 lb down and 1 lb up at 1-4.15, 9 lb down and 0 lb up at 4-2.15, 9 It) down and 0 lb up at 4-2.15. and 24 Ib down at 7.0-14, and 24 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (pit) Vert: 1-4=-54, 5.8=-20 Concentrated Loads (lb) Vert: 13=-48(F_ 24, B=-24) 15=3(F=1. 8=1) 16=-12(F=-6, B=-6) 17=-34(F=-17, B=-17) Q WARNING - Verrly dedgn paraneron and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE M/F7473 rov. faelao1S BEFORE USE Design valid for use only VAth Mllek® connectors. Bds design Is based only ur»n rxaamelers shown. and Is la an Individual building component, not a Inns system. Before use, the building designer must verity the aprxleabllty of design poralnelers and fxopedy ancorpolale this design Into She overall trading design Bracing Indicated is to prevent budding of IndNkluil fora web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always reed for slat -Ally and to prevent collcrAe wrih possible personal trtll/y and rxoperty damage. For general guidance regarding the Iabrkotknn. sloraoe. delivery, erection and bracing of trusses and truss systems. soeANSI/FPI I Cuallty CANdo, OSS-69 and SCSI 9ullding Component 6904 Parks East Blvd Safety Information avatable Rom truss Rate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa. FL 33610 Job Truss fuss Type ty y Tf1363419T'_ 1111671 V3 Volley 1 Reference ttonal v.36 Bufldeet; Feat SOurcd, WOValMd, FL. 34736 I D:4xi2SyO5pnporCOHMl1 Og 1 zP836-kPdpKmUsOpuUSy_HO90woW 1 oyEbsEtTNrYC_Jz6M8z 3-2-8 34.8 2x4 4 2x4 II Scale = 1:9 6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. inI loc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) rVa n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) nta Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.. HOrz(TL) 0.00I 3 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 10 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.2-8 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=85/3-1-14, 3=85/3-1-14 Max Horz 1=57(LC 7) Max Upliftl=-36(LC 10). 3=-47(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsh h=15(t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Intenor(1) zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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.Opst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 1 and 47 lb uplift at joint 3. 6) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. WARNING - Verily dadpn parometem end READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE 11111-7473 rev. Id41SWIS BEFORE USE. Deslgn veld for use only Win Mltek®conneclors. Ms design Is based only upon parameters sfwwn. and Is for an Individual txAding component.not a truss system. Before use. the building designer must verify the aWlcablilry of design Ixaamelers and propofly Incorporate this design Into the ovetau only Additional lemlxxary and permanent Mating WOWMBdingdesign. bracing Indicated Is to prevent MfcIdIng of Individual tnfss web and/of cnad members is always requited lot stability and to Ixevenl collapse vAlh p oss971e personal hury and property darnoge. for general guidance regarding One fabrtalklrx storage. clellvery, erection and btochng of fru sm and Inns systems soeANSI/TPI I Quality Criteria, OSS-89 and SCSI SuBding Component 6904 Parka East Blvd. Tampa. FL 33610 Safety Information ovallable from truss Plate Institute. 218 N Lee Street. Suite 312. Alexa ndlo. VA 22314. Job Truss Type Nply T11363450 1111671 VS JTrussVolley 1 1 Job Reference(optional) nunaernHier source. arovemno,rL +rw..____..r..__-.-_...-.....-__puU. Sy-.H ID:4xiZSy05pnperCOHML10g1zPB36-kPdpKmUsOpuUSy_H090woW_Ny8 sEtTNrYC Jz6M8z 5. 28 5. 28 Scale = 1:13.9 2x4 i 2x4 11 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) rVa rVa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 17 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 1=159/5.1-14, 3=159/5.1-14 Max Horz 1=105(LC 7) Max Uplifil=-67(LC 10). 3_ 88(LC 10) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=5.Opsh h=151t; Cat. II; Exp C; Encl.. GCpl=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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 67 lb uplift at joint 1 and 88 lb uplift at joint 3. 6)' Semi-ngid pilchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING - Verify design parametere and READ NOTES ON THIS AND INCLUDED MI/EK REFERANCE PAGE M9.7477 rev. IOM&WiS BEFORE USE Design vdkf for use only wllh MllekO) Conneclofs. this design is based only upon Wfrarneters shown. and Is for an l ndMdual building component. not a tans system. Before nso. the Ixlkllng designer must verify the oWlcob111y of design patarnoters and property Incorporate tink design Into the overall Addtloral temporary and permanent bracing M iTek' buildingdesign. Bracing Indicated Is to pxevenl buckling of Individual Inns web and/or chord members only. Is always required lof stctAlly and to Irevenb collapse with possible personal ft" and poperty damage. For general guidance tegatding the fatxk: allon. storage, dellvany, erection and bracing of tnnsos and muss systems, seeANSI/IPI I Quality Criteria, DSS-89 and 8CS1 Building Component 6904 Parke East Blvd. Safety Information available from Isuss Hale Institute. 218 N. Leo Street. Suite 312. Alexandria. VA 22314 Taape, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. V/ld' For 4 x 2 orientation, locate plates 0-'ne° from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 software or upon request. The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vory but reaction section indicates joint number where beorings occur. Min size shown is for crushing only. Industry Standards: AN51/rPl l : Notional Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BC$I: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI t section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek° MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 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 oil other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservotive treated, or green lumber. 10. Comber Is a non-structurol consideration and is the responsibility of truss fabricator. General proctice is to comber for dead load deflection. 11. Plate type, size. orientation and location dimensions Indicated ore 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 purllns provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 tt. spacing, or less. If no ceiling is installed. unless otherwise noted. 15. Connections not shown ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmentol, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front bock, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criterlo. HJ2 2 16' BCI® 6000s-1.8 34' 0' 1 HJ3 1 16' BCI® 6000s-1.8 2T 0' 1 HJ4 18 16' BCI®6000s1.8 17' Y 1 HJ5 2 16' BCI®6000s-1.8 13' 0' 1 HJ6 1 16' BCI® 6000s-1.8 4' 0' 1 BM7 2 1-3/4' x 16' VERSA -LAM® 2.0 3100 SP 19 0' 2 Cal 13 1-1/8' x 16' SC RIM BOARD OSB 12' 0' 1 HBkt 1 16' SC106000s-1.8 33' 0' 1 Connector Summary Oy Manuf Product Flange Supported Mbr Fasteners Top Nails Supporting Mbr Fasteners Backer Blocks Web Stiff Slope Supporting Mtl Supported Mtl 10 Simpson IUS 2.37/16 None Varies Varies No No Skew SCL 16' BC1®6000s-1.8 1 Simpson IUS 2.37/16 None 2-10dxl.5 14- 10d No Yes SCL 16' BCI® 6000s1.8 1 Simpson MIU 2.37116 None 6-10dxl.5 24- 10d No Yes SCL 16' BCI® 6000s-1.8 8' 0 4. J 5+ I I I iII I I i Ii111111111 I`— I Builders FirstSournce 1. Client to review overall placement plan including dimensions, toof and ceding conditions, top chord sae, overhang I cantilever lengths,heel heights. Dearing 8 nOn-DeaMg wall locations and heights. 2. Client to review entry and I or other Conditions that require centering Of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or &the mounted. It is the client's responsibility to inform truss plant of locations, sae, and weights 4. Client to renew special Conditions; such as beam bads, dropped soffit bads and skylte locations to ensure proper truss design I placement 5. Ceding drops and valleys not shown are to be field framed by dent. 6. Hip and Comer jacks not cut are to be cut in the field by others. 7. Overhangs are 20 or 24, no blocking is applied. 8 Overhangs are considered veld• cut to fit in field. g Temporary or permanent bracingisnot included in truss package. 10. Erect trlrlse! per SCSI-81 Summary Snest. Prior to erecting trussesnrefertosealedtrussengmenngshoalsforadditionalimportantinfo 11. It is the client's responsibility to Cooridmste delivery date! with truss plantfsales. Truss delivery will be an the agreed upon date.. 12. Chant to provide a merked location for delivery. Location must be accessible, level end dear of materials and debris. In lieu of this, trusses "D be delivered in the best available location at our drivers discretion No charges wall be accepted if above criteria is not met 13. AD truss repairs must be Coordinated with truss plant Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No bad charges or crane charges of any kind wall be accepted unless specifically approved in writing by truss plant. menaoemenL 15. Noce One approved layout must be returned to truss plant before fabrication I scheduling. 18 — Upon signing you agree that you have reviewed this placement plan in its enWty. Approved By: Approval Date: Requested Delivery Date: Pool Loading: 20.00 TOLL 1.0 TWL. 0.0 BCLL, ti a6 BCDI. DOL 125 Root Leading 40.00 TOLL 10.00 TCDL 0.0 BCLL 5.0 BWL, DOL 1.00 T.C. Patch . 5/12 Wind Code MWFRS I ASCE 7-10 B.C. Patch • Flat Design Method FBC-2014I TPI-2007 T.C. Sae Varies Wind Speed 140 mph I Exp. C Heel Hot Varies Mean Hot 15' Min. Bearing Varies Cantilever NIA Building Cat II Importance Factor : 1.00 Overhang ' V Enclosure Partially Enclosed O.H. Cut Plumb Enclosure Lanai Partially Enclosed Spacing 24- O.C. Enclosure Entry Partially Enclosed TrussHUS26 - Typ. Single Ply Roof Trws HHUS46 a Typ. p{pFlow I SUR489GUS204HNUHHUS" THAC422 Mangan -to If — b1 Sbnpun Strong no ural, nobd othanrlaa See Legend in Layout Truss Layout Chant Starlight PrepcC Wyndham Preserve Model 1981 Ophelia T LH Lot I Subdivision I Street Address Lot 186/ Wyndham Preserve W Location' Sanford, Fl. Dab OW1412017 Seale NTS Plan Dab: 02/03/2017 Drawn By Patrick Church SheeN 1 011 Job f 1111971 HJ2 2 16' BCI®6000s1.8 34' 0" 1 HJ3 1 16' BCI®6000s-1.8 27' 0" 1 HJ4 18 16' BCI® 6000s-1.8 17' 0' 1 HJS 2 16' BCI® 6000s-1.8 13' 0" 1 HJ6 1 16" BCI® 6000s-1.8 4' 0" 1 BM1 2 1-3/4' x 16" VERSA.LAW* 2.0 3100 SP 19' 0' 2 Cat 13 1-1/8" x 16" BC RIM BOARD OSB 12' 0" 1 HBkt 1 16' BCI®6000s-1.8 33' 0" 1 Connector Summary Oty Manuf Product Flange Supported Mbr Fasteners Top Nails Supporting Mbr Fasteners Backer Blocks Web Stiff Skew Slope Supporting MU Supported MU 10 Simpson IUS 2.37116 None Varies Varies No No SCL 16" BCI® 6000s-1.8 1 Simpson IUS 2.37116 None 2- 10dx1.5 14- 10d No Yes SCL 16' BCI®6000s-1.8 1 Simpson MIU 2.37/16 None 6- l0dx1.5 24- 10d No Yes SCL 16" BCI® 6000s.1.8 8" AO w RECORD COPY City of Sanford Building and Fire Prevention o Product Approval Specification Form Permit # # 1 2 4 7 9 OSANFORDProjectLocationAddress1IC '" On 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.floridabuildinci.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Fiber Classic FL15000-R2 Sliding MI Windows & Doors 420 FL15332-R2 Sectional Wayne Dalton 5120/6100/9100 #0230 FL9174.3-R11 Roll U Automatic Other 2. Windows Single Hung Silverline Bldg Prod. Corp. Series 2900/4900 Single Hung FL19715-R2 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 Category/Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Hardi Bldg Prod Inc HardiPlank Lap FL13192-R4 Soffits Aluminum Coils Mastic Endurance FL12194-R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed CorpRoofing CertainTeed Asphalt Shingles FL5444-R10 Underla ments Tamko Asphalt saturated Organic Felt FL12328-R7 Roofinq 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 Room E.P.S. Roof Panels Roof Vents Lomanco Aluminum Roof Louver FL3792-R8 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 Cast -Crete USA Inc High Strengffi Concrete Lintels FL158-R8 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 4/2812017 Florida Building Code Online y' war,. • r,[ SCIS Home I Log In User Registration Hot Tapia Submit Surcharge Stats 6 Facts Publications FSC Staff SCIS Site Map Links Search f:kxicll @5-- Product Approval USER: PublicUser Product Aooroval Menu > Product or Aooll—ption Search > 6eaU atinn List > Application Detail Application Type Code Version Application Status Comments Archived Product Manufacturer i Address/Phone/Email Authorized Signature r i ' `•. Technical Representative Address/ Phone/Email I;. +• .; Quality Assurance Representative Address/ Phone/Email v f+ Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method FL158- R8 Revision 2014 Approved Approved by DBPR. Approvals by OBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I CAST- CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete. com Craig Parrino cparrino@castcrete. com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete. com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete. com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami - Dade BCCO - CER Miami - Dade BCCO - VAL Standard ACI 318 ACI 530 Method 1 Option A Year 2011 2011 Date Submitted 04/29/2016 https:// www.flaridabuilding.orW/pr ppp dU.aspx?param=wGEVXOwtDquegl%2bT71%2(Fig2gnRzHNulcci5pgLXkU6g%3d 1/2 4t2812017 Florida Building Code Online Date Validated OS/06/2016 Date Pending FBC Approval Date Approved OS/06/2016 Sties miiiary of Products ti. .... __.._...... 1. FL # Model, Number or NameY Description . 1S8.1 High Strength Concrete Lintels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVH2: Yes FL158 R8 C CAC NOA 14-0903.03.odf Approved for use outside HVH2:: Yes FL158 R8 C CAC NOA 16-0126.03.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 05/21/2017 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL1S8 R8 11 NOA 14-0903.03.odf FLiS8 R8 II NOA 16-0126.03.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Na Contact Us :: 2601 Blair Stone Road, Tallahassee K 32399 Phone: 8SO-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8S0.487.1395. -Pursuant to Section 4SS.27S(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Oepartment with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Oepartment with an email address which can be made available to the public To determine If you are a licensee under Chapter 4SS, F.S., please dick here Product Approval Accepts: M® KMA Credit Card Safe https9Anfww.Ooridabuilding.arg/pr/pr_app dU.aspx?param=wGEVXOwIUquegl%2bT71%2(F192gnRzHNulcgj5pgLXkU6gg/o3d 2/2 M IAM 1-BADE MIAMI-DADS COUNTY e PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONOVLIC RESOURCES (RER) 11.805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 3 t 5-2599 NOTICE OF ACCEPTANCE (NOA) %nvw.minmldade.eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section ([n• Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Pan•ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E.; dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the per(brinauee of this product. TERMINATION of this NOA will occur after the expiration date or if there fins been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed -by the expiration date may be displayed in advertising literature.. Wany portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the•manufacturer or its distributors and shall be available for inspection nt the job site at the request of the Building Official. This NOA revises NOA tt 13-0321.07 and consists of this page 1, evidence submitted pages F_-1, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maker, P.E., M.S. NOA No.14-0903.03 MIAMI•DADE COUNTYExpir AtiOn Date: 09/11/2018 1 IF I ciI t y! 2 0 Approval Date: l0/09/2014 f i Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD46/2, titled "Precast and Prestressed Lhitel Details" sheet 1 of 1, prepared by Craig Parriuo, P.E., dated Alarch 24, 2003 and Dr enving No. L74612, titled Cast -Crete 4 ", 6" & 12 " Lintel Sgje Load Tables sheets I through 3 of 3, prepared 41, Craig Parrino, P.E., dated rblarch 24. 2003. lass revision #1 dated April 28, 2003 both drawings signed and sealed Dv Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lbrtels• Filled and Unfilled rblodels•, total of (13) concrete lintel specimens, per ASTAf E-529-94, prepared by Applled Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Cln-islopher A. Hamon, AE. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino. P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, A. E.. signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System rllarntal for Cast -Crete dlachine Made Precast Lintels revised on r iqv 1. 2002. 2. Cast -Crete Quality System rllanual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing Aro. FD4612, tilled "Precast and Prestressed Lintel Details". sheet I of 1, prepared by Craig Parriuo, P.E., dated Alarch 24, 2003 and Drcnving No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Stfe Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated Alarch 24, 2003, lost revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Arone, D. QUALITY ASSURANCE 1. BY Hiami-Dude County Building Code Compliance Orce. E. MATERIAL CERTIFICATIONS 1. A one. a HWiy A. Maltar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Exple-atlon Date: 09/11/2018 Approval Date, 10/09/2014 C-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 Of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete l ", 6" & 12" Lintel Sqfe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated 11arch 24, 2003, lost revision dated Alarch 11, 2008, all signed and sealed by Craig Parrino, AF.., on Alarch 22, 2012. B. TEST'S 1. None. C. CALCULATIONS 1. Arone. D. QUALITY ASSURANCE 1. By Mani -Dade County Department of Permining. F.n+dronmem, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, 'P.E., certifying compliance with the Florida Building Code, 2010 Edition. d. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL b 13-0321.07 A. DRAWINGS 1. Alone. B. TESTS 1. None. C. CALCULATIONS 1. Arone. D. QUALITY ASSURANCE 1. By ATianri-Dade County Department of Regulatory and Economic Resources (IER). E. MATERIAL CERTIFICATIONS 1. None. 109dy A. ivin Im r, P. E., M. S. Product Control IJnit Supervisor NOA No, l4-0903.03 Ezpiratlon Date: 09/11/2018 Approval Date: 10/09/2014 E - 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Draining No. FD4612, tilled "Precast oral Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., dated Afarch 24, 2003 and Drawing Afo. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Sqfe Load Tables ", sheets 1 through 3 of 3, prepared by Craig Parrino, AE., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, slated 0811912014, pager 14.201 through 14,236. prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miand-Dade Como, Department of Rcgii1atorl, and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, hte., dated August 19, 2014. signed and sealed by Craig Parrino, P.E., ce tifying compliance with the Florida Building Code, 2014 Edition. Hel altar, P.E., M.S. Product Coutcol Uidt Supervisor NOA No. 14-0903.03 Expiration Date: 09/ll/2018 Approval Date: LO/09/2014 E-3 AST RET6 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS rrPt •61 TYPE -0 $1JRI i ` '' i r ial ;-. III p `, ice aa m Wawa Q 4" SDLID LINTEL nATA TARIF Sa[LSr® DC,l i+,,, LSi wwwWrEElimponcmm fflcmlLuJ JLtlt ok m 1, p¢larorr a rrA:ym aMrUitrsm.aamcna Si _PRECAST U—LINTEL DATA TABLE A r v l®vno ulari„r r>iDAt.>t Iacvrvtlto o a r:a.ii.l oar v®rya vn o rQbl®rrn fL'7 PflSi7Sl rSt7©attf rasvFy;mmrra=emoff" r ro almar WTI=Rig rarovXIM-1 vrra90Y_7 R•?I7<t>t rd r3 rn+ iZ:if>• rrmrnn r^rtti3rer:,,, Itave rStiL'96T'sl TLIt rts :_.r t7gv tEut^:le zarzv r m rrJ,17, llErtsrgacvvyrrramtia tt;rasearrzaaVMS ffzwr s M"aCliaooa>• rr a srn r ta:ir nm v.ii ^ Irma ucy o 12" PRECASTU-LINTELDATA__MLE emi rt>7n rsssfl v 1 E r.7n o c a m oEa r oo DE: ant r ma va o 936L'd l.::mrFrll 1["D®[Smt•rJGft! r" 2.jMFFL'J[)cjn, ncomp1m: rIIA7 711i1)•r 7F iD®FAMM iO rIIHr_-Nnu<Llrik"i Y_lal 7L E7CiO rrav ii7 RIr1 IEl cZ, m ir',._ vf3CittaHr1LJFr" I.I1" E]Go a artau_1Rimaru Icm. tua;aam rncseam t:arml EFl•3a[Gio lo ai:arIr aWMAr EY1<<1 ri I+fliflrt r il:r11:Hr:t t•0: 14CI]i:r ana®®vim®vnav V--1 RICO,ar EU.A si2>1rta.t mandunL'7omounfc"RAQmt1CylL f1J1:1111GJ!•VLSL"Jk l lJL\t1 QII rGL[1CSR rJ f1J1:.'dl ialD s r o t E1C]al C ra a' G11 1e 1'GL T'i1 .'lint Ff:ll._'_I r1C rA 1 R7t r'7n r rvn+,. r+su r..,sr>t ter „n.rrj.c..wsrrnir vt crrla o9MlC" mV-T2A ir1LS dC o IIM AO/YetArr OrWYAtION 6 rROVIND FOR MOOM A"XW/ r Is tmtmO A COrt m Utlr A O CA, w at upimmuO at rODWItO I. wal000 Emu 7/21 W Asm All% A I•. AM N RO • MRrMO SIA,r 1 r WO H etl IO W . DM 7 OAW M at. Y,A WO Ir/ 70" MMMA P SMOri KQMM Art WMD SWIM r. oront 90000M f . MM M Rr A S rrr AND It rrr rMu MCr 0 of Or ow""Y 4IL M ovio t - M. tr PDa CASS Wankr.. ArM M A r MOM snm r . Om, At KWOMM UW MACIIIM poll WM rO M11UM 0= atM all *A tM TO M nar m rmr S rmurr MW UO GIO. r! O A, it r LWW YID m,"m tam r wL vrunucr Ilevlshu nemncl7l•,e••; n,rn. nuWa llwwr% x.nro1 040 . 03 S OF IIIWunu u,? TL ZeI& o D' pSdL'.t;. II COI Or" O R 1.-C. 6324 CR 579 r, Di NA„G+`. FL P EL C N0 ea& MU. PRECAST_ AND PRESTRESSED LINTEL DETAILS A[ IWQA ONM-u tales it. law /,aunt wtE, As sx0llx omt vkvu I nrwo rr. emramp.L om mm 114612 owl I of GENERAL N01ES p wbAde C. f rwdpfr wo e-1 5000 p unrreb rrlmoer7 IFPiAS7Nwo0 am mmManm 1 p! p YQA ype YaS 2) AN mt. bW Miss Geed a I.iill..n 4 Inch •a•bd beoM1q LvAeAXwad 110 r ChM m. Iia lbbIim ore 4 I/2 iIIL1. 5) Paid. Id melts bed ad need binh. 4) RA W" is p.Wrfb Ydbda IN p.meA maRoa110 rods 40 Sod added M.I. N—d 17'-e Udd 12124-26 oory bed . 1420p4 10 rWxft 1424 t1 :122o 01 S) AS pleb rod a ea.ed U3% ae4dm r—obw lidd Te . A INS Ir-4bap. 1mean or aced 1/180 ddl.elb4 Um Is S -ow 1. tonfilo a ae4liy 14 Roft us" Ind. Sed'ro 160u% a aplirall• o) S.. MW kub to tov"& 7) 4' mW imdd to be mltoW ./ 4' d+ran4on WbWM and B' Ameaioe ." tdkdA/ e l y d wr1 mmly m w ormoalow j mR'lar" ndt*WMr . mmm m%Wbg wo ald 4.0 tMm dido " ko tm tar duzIf) ILL - im R41m 11) b# Ire fill eebd mba b bo 160" at L. b.oem of W SnW 01%, TYPO nFMCNAT1ON 12rf . hl• eal q.l /yyY .1tIYD IIOY a IMa brR" l6-28/ 2T mom.. • J L Am awe I! w a p ImryazM Kam aauOmtlellab j1 . 1 : iJYtRT CK. OA a 5 yli•"-:' and n4 :•:a:.L ) o •Je'" ~, W of a0 rm K la6b p) a•lo rm r uemd 0 • ACTUAL 12' 1 MUM % MTN IZ) Y 1 Ir udeb m m—q bed ..Ib 5r1 bM mmo" d B• .Alb b amieodde aAkd sd Inp dd.wd 1 TM odeliaeaten d Bde:d intdkd a ed.Aa m eb ffom" S^G a..G4 d domeepptedbmmdem. i.!m AA71Y C- M a cow ,..d 1Q Moe dam M Im m&d eeae rjf. t Apoof a(Ocd W phew beltwd dwd Sdo ." bad + Sol. bwkm of bed S ID IS) fa o Vsft Odd be** ed dmm eu mb nod bow MA bar W09 MS.n 16) Fa WO IagN rod awk lee ed. bW Isms fed Moral labtb dr.s 17) Sok boa, om ogabyaN d..d•. be" 10) Sub bob noel a rCbod dtd01 oepd. p An $ao and AO 31S ro) AdHand a.a a.eam° eOYr oea(waalN ee'e.e7i..b4eii b•eaueAd SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING r FOR EACH A00TOO11AL RFORCEO FAtU (RgIU) OOURSE N. 1) i5 RESAR FOR 0. LMELS 1/2' ClA TIP 2) j5 REBAR FOR 12- LKIELS r; n GR40 orfR6DSAFE LOADS FOR 4" SOLID LINTELS 4wtee44alo• GRAVITY LENGTH TYPE 4S8 Y- 6- ( 421 PRECAST 1180 4'-0- (481 PRECAST 959 4'-6' (54-) PRECAST 789 5'-10'(70') PRECAST 460 6'-6- (731 PRECAST 360 7'-6' (901 PRECAST 260 9'-4' (1121 PRECAST 156 10'-6-(1261 PRECAST t t6 12U8 CwRrn UPLIFT LATERAL LENGTH TYPE 4S8 4S8 Y- 6- (42' PRECAST 687 371 4'-0- (481 PRECAST 597 320 4'-6' (541 PRECAST 529 258 T-10-(707 PRECAST 407 148 6'-6' (791 PRECAST 366 118 Y-6(90-) PRECAST 280 87 9'-4- (112') PRECAST 187 55 10'-6•(121r) PRECAST 152 43 12FO 12F12 12F16 o r i r•.: •. tt•. 1.1 ice• 61J8 6F8 6F12 6F16 1, :.S. A., :. Ledo ..•: irn .I7. T - 31. s.•::.Y: .,.•:%` a 1. 1'j•t• ice tiS'ff i n:':[fi ,•O •r,: •'V .(. •, .. w: ^ .. 4S8 ':s'1 ;_: ' G . •, 121`28 12F24 12F20 PR0DUC1rRBA?S1i0 5f • Atw lrot llWe All. p1_ y (U: CRNCa PARRINO B In w Dbis e ° 16F32 6F28 6F24 6F20 ' C.,S'^' A• ,• TG vi SUMER. FL a•M AejOr`r/1L ?.eo• FL. P.E M NO.44756 A od Cam.,; j LUBE R ,a, - CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 7ZLJ t'a. ..-z;— n¢ NWC 05S9b5.11 WAUb Sb AtIWI und• See1e NSs DAIL• 5/21//1 cKwo oc flAq fAmGaq, fl. - dt4 1ST 4415d abo2abr0. U/512 SNtll 1 of ! SAFE GRAVITY LOADS FOR 6" PRECAST U•UNTELS FeaA PRFtA9uilMTELs SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4wa14mm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6U6 6F8-IB OFt2-1B 6F10-18 6F20-18 6F24-t8 6F20-1B 6FS2-1B 3'-6' (427 PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3692 5050 6148 7227 8297 9357 4'-6' (541 PRECAST 1654 1887 3633 SOSO 6148 7227 8297 9357 5'-10'(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (78) PRECAST 949 1078 183) 2850 4328 6737 8297 9357 r-6- (907 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4' (1121 PRECAST 584 660 1056 IS23 2084 2795 3731 5017 10'-6'(1267 PRECAST 503 566 895 1270 1706 2236 2898 3747 IV-4'(1367 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0*(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4'(1607 PRECAST 373 1 417 646 895 1170 1485 1852 2285 14'-O'(1681 PRECAST 351 392 605 635 1087 1373 17M 2087 tY-412087 PRECAST N.R. 299 456 620 794 985 1198 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 iMfS SAFE LOAD PLF LENGTH TYPE 61.18 6F8 RCMU Y-6' (421 PRECAST 587 1055 596 4'-0' (487 PRECAST 487 787 445 4'-6' (541 PRECAST 416 609 344 5'-10'(707 PRECAST 300 350 198 6'-6' (787 PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 9'-4- (112) PRECAST 173 352 74 f0'-6'(1267 PRECAST 151 276 58 1)'-4-(136-) PRECAST 139 311 49 12'-0' (14i) PRECAST 131 277 44 IY-4-(1607 PRECAST 117 223 35 W-O'(1681 PRECAST 111 202 32 17'-4'(2087 PRESTRESSED N.R. 130 21 SEE CERERAL NOTE 18 MWT 4rwa9-044f6 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 618-11 6F12-11 6 16-11 00-11 U24-11 6128-116F32-11 S-6- (421 PRECAST 1412 1 2074 2715 6 3997 4638 5279 4'-0' (487 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1093 1592 2084 2S77 3069 3562 4055 5'-10'(707 PRECAST 831 1222 160D 1 1979 2357 2736 3114 6'-6' (787 PRECAST 723 1097 1437 to 1777 2117 2457 2797 i-6' (907 PRECAST B48 BBJO1 1249 1144 w 1840 2135 2431 9'-4- (1127 PRECAST 575 571on 98D w 1252 1492 1732 1972 10'-6'(1261 PRECAST 514 462 787 1121 1336 1551 1766 I1'-4'(1367 PRECAST 474 404 to 6215 0 985 nj 1213 Is 14C fu 1645 12 IT-O'(1441 PRECAST 454 367vo 619 888 1093 1299 1506 IY-4-(1607 PRECAST 402 ta 308 516 736 ta 906 1076 1247 14'-0-(1681 PRECAST 368 285r 475 677 Z 832 989 1145 tY-4'(2081 PRECAST 253 208 338 476 585 693 B03 n THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR CRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 44 ' • = Frtonucrfuevfa n tk : "W ro4' °iA'k nwid, so T tFf y P+Aiiuron N,: o cZ.c o } CRAIG PART0N0 Br I' •/ ',, `/P i Ss+•••R•1 l G••• 6324CR579 Afin4_ 4INAL E4••• SEFFNERR 33580 Fl. P.E. UG N0.447% CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAE SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4ws11,44M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12US 12WZB ON12-10 121`16-M IY20-21 12124-29 1325-28 12F32-28 3'-6- (42) PRECAST 3428 5000 S838 7619 9352 11060 12755 14438 4'-0' (48) PRECAST 2923 4232 583E 7619 9352 11060 12755 14438 4'-6' (54) PRECAST 2396 3464 5304 7619 052 11060 12755 14438 5'-10'(70) PRECAST 1612 2320 3218 5234 8497 11060 12755 1443% 6'-6' (78) PRECAST 1383 INS 2679 4196 6421 10032 12755 144-141 7'-6- (90) PRECASI 1138 1625 2131 3218 4676 6756 9763 1354 9'-4- (112) PRECAST 795 1216 1535 2230 3083 4167 5593 7552 10'-6'(126) PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'-4'(136) PRECAST 518 245 1162 1649 2216 2693 3719 474 12'-0*(1441 PRECAST 456 878 1073 1513 2020 2617 3333 4206 IS-4-(1601 PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-0-(1681 PRECAST 321 720 865 1204 1584 2017 2451 3106 17'-4'(208) PRECAST N.R. 4510 831 681 1141 142E 17504 21 19'-4'(232) PRECAST Nit 343 477 700,4 925 1 152,j 1380 1609 1) INE MMW W PARilFDM ARE PERC011 R0=M FOR O1MM 40 FELO AWED RE&R. SEE ODVANOR XQ. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS 4mrv* M1D SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IM 1286.2012MC- 12p(14- 12U16- tlm- 12RCl6 11830- 4'- 4- (52) PRECAST 253E 2942 546E 7584 9640 11669 13679 15M 4'- 6- (54) PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 V- 8' (68) PRECAST 1347 1841 3555 6395 9640 11669 13679 1567 V- 10'(70) PRECAST 1259 175E 3361 5954 935E 11669 13679 1567 G- 8' (80) PRECASI 924 1430 2633 4415 6884 10354 1257 14804 7'- V (90) PRECAST 703 1203 2157 3494 5259 7922 9623 1132 V- 8' (I in PRECAST 389 843 1451 2157 3203 4427P 5417tv 6380 U) D$ )KNIM M AW MESS AIE FMM REOUCWNS FOR ORAOE 40 FIELD AMID AMML SEE CEh ME NME AID. 4 SAFELATERALLOADS ma / Y DOF[ART 11J lLMl A SAFE LOAD PLF LENGTH TYPE 12U8 12F8 RCMU S- 6' (42) PRECAST 1295 4841 393 4'- 0' (401 PRECAST 1295 4841 2994. 4'- 6' (541 PRECAST 1049 3922 241700 5'- 10-(70) PRECAST 681 2547 155 6'- 6- (78) PRECAST 579 2167 123 r- 6- (90) PRECAST 474 1771 914 9'- 4- (112) PRECAST 355 1326 5 10'- 6'(126) PRECAST 306 l l43 45400 11'- 4-(136) PRECAST 278 1041 1 12'- 0'(1441 PRECAST 260 971 34 1Y- 4-(1601 PRECAST 229 857 278 14'- 6'(168) PRECAST 216 809 251 1Y- 4'(208) PRESTRESSED N.R. fill, 16 19'- 4'(232) PRESTRESSED N.R. 534 1300 u 4GQNR MIL 10 LENGTH 4'- 4' (52) PRECAST 4'- 6-. (54) PRECAST 5'- 8- (68) PRECAST 5'- 10-(70) PRECAST F( 60) PRECAST Y- 8' (901 PRECAST 9'- 8' (1161 PRECAST r ' SEE GENERAL NOTES - SHEET 1 OF 3 SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS C - T-O M SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 10-21 1312-2I12F16-2112120-2112F24-1t 2R8-21IZF32-21 3'- 6' (42) PRECAST 2752 4287 5613 6938 8264 9589 10915 4'- W (48) PRECAST 2389 3721 4872 6023 7174 8325 9477 4'- 6' (54) PRECAST 2113 3291 4310 5328 6347 7365 8384 5-- 10'(70) PRECAST 1623 2527 3310 4092 4875 565E 6441 6'- 6' (78) PRECAST 1444 226 2972 367S 4378 5081 5784 7 - 6' (90) PRECAST 1267 1767 2583, 3194 3806 4417 m 502E V- 4- (112) PRECAST 1028 1171 4 2006 259D 3087 3583 4079 10'- 6'(126) PRECAST 920 947 1612 2281 2764 3209 3653 11'- 4-(1361 PRECAST 858 829 1404 1982 2441 2902 3364 12'- O'(144) PRECAST 814 753 12690 17 2201 2616 3032 13'- 4-()W) PRECAST 678 633 1057 1485 1826 2169 2513 14'- O-(166') PRECAST 622 586 974 1365 16790j 1993 2309 17'- 41208) PRECAST 434 0 427 695 P 964 1182 1402 1623 19'- 4'(232) PRECAST 366 370 593 817 1002 11871, 13720 1) ME MWROS M PARERIIESS ARE KF.0 W M CIIDI5 1011 CRAW 40 nUb AM WAAA SEE GENERAL M M0. 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS G*+' Cdwn I SAFE LOAD -POUNDS PER LINEAR FOOT 4'- 4- (52) PRECAST 1626 12685 13746 4'- V (54) PRECAST 2562 3602 5'- 8' (68) PRECAST 2042 2850 V- 10-(70) PRECAST r7D3,4 1984 2769 6'- 8' (80) PRECAST 153E 2426 7'- 6' (90) PRECAST 1226 21 9',- A8' (116) PRECAST 771 11472, I - W-, • •• . MUAI6ERS M PAR01IMS ARE PLRC06 RLVXM fOR G . • E N • 40 Mb AMID REMA SEE C0IERAL NOTE IA 4 S447 R.011ULT R1.01 tho 4iemoyillstAofluAJA v IAildi y Club b4aTQQE%% F/MI: V/" C tOPA1 IND Awepamxe / G-eq o2 o? EspirS.000^; 0) 8 OIR1gJj CAST= CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES IRE uo mn?-11 1 am M: xm A1AW0 I WML- RJS M IAM I•DADE MIAMI-DADS COUNTY MaNAM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cast -Crate USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing'the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 Inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel -Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturers name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur'afier the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause'for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA P 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted documentation was reviewed by H Imy A. Makar, P.E., X.S. NOA No. 16-0126.03 MIAMI.OADE COUNTY e Expiration Date: 05/21/2017/2017 Approval Date: 04/28/2016 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; prepared by Craig Parrino, P. E., dated 06107196, revision #1 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1 of I. both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197. signed and sealed by Christopher A. Hamon, P. E. C. • CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, -45 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATIONS L Mill Certlfred Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96for 43 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certlfred Inspection Report #84-M20749 dated 04/05/96 for 45 rebar by Birmingham Steel Corp. 8. Mill Certlfred Inspection Report #84-M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for 94 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. ny A. Makar, P.L., M.S. ProducrUontrol Scction Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. . - None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed'by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. w wze:lle_ 161(ni A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: OS/21/2017 Approval Date: 04/28/2016 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE L By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P. E. S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0.121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. H4Wy A. Makar, P.E., MS. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05t21/2017 Approval Date: 04/28/2016 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE. SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dared June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P. E. D. - QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REA). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, •signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. He A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. -CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. wzz'e H41WA. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-5 AS T CRl14C HIGH STRENGTH PRECAST AND t PRESTRESSED CONCRETE LINTELS PRODUCTRINMV) 0 rompy0lp wilR tM Florida BdldiDe Cno: TYPE "A" STIRRUPS Y 7//32"/ 8AR M STIRRUPS 6 LINTELS STIRRUP n gDETAILStee PRESTRESSED 7/32'/ BAR STIRRUPS TYPE 'B' STIRRUPS + n Eu 6' I STIRM &TAILS ilc v , iOFOIsPNOesaa" 14 -e 0. 13M 341 33 9M 11'-37 4 O a•-0• a IV-4' 0.140 397 BAR 1 1 -3 IS -f 4 0 ] - ' 9 17 - ales fie 7 ]a w 7 a2 BAN IT-2- 4 0 ] -e' 21'-4• ale. 7e7 32 0 32 w 21'-r 0 0 r-O 3/P 10 22'-0• e.200 all 7/32 w RI'-Ie e O e'710 3/8 10 24'-0 G.210 us 2 w 1 - 7/32 eM 23'-10" e O r-1 1/e 1 10to-o MUM -laa 1 F([LC1::7 f:l ri W N.>• L' ];C 11:1 LI: L f.1 vmMEMo Incmaoall ueart>.r.Il;e t7 t Esc A vna L1mi 11pC]i i'•af13"..':IRI! rt'"VlYi:ld[]i vQO G9i C' EiCil l:Sl R i a[Ll."•SL'J R.4,!!f lls.li'i;i 3Ot•©/ltf i1C1iI®II nE3ti L'.1rr«i r r1r:JE3ar,r A PRECAST U—LINTEL DATA TAB v0 IK 1 Ame o o]x Ixe Is MAt s'-0• 7 sx w s•-f•• A t 0.037 11 7 ]2 w 3' r 4 O 1 1 I] A -! 7 a2 4- Aaaaw7asa o.ae agoOt04NENMa7fWRaOOH27MAN7 -S7 f wY-2• OAt SSe 4 awl 9 -Y S Rw a 370 4 Rw e• 3 Rw- e 5 amot1'-0- 0.110 MAN11-e' 0.1 400 MBAR li -] 3 NEW 3'- i' 4 is Ntw 13-1 P 01 NEW IS- e a TNIS MopMnARr MMMA79M D MOVWD ION FRODOtt APMDVAL 11 0 rNOIMIO of COPY=? IA1K AND CANNOT BE R020DUCLO 02 OCIMMID Now INC ra10N "Al"IN COVSINI Or wt-cult NSA. NIC. R .O W um, moA Orr V wuw_ 1. K OKOIO SRIIi T/n MR ASIN 0lQJ W N. S. NOIO 1Nt 1OTAL O WED OF ITIR VrS AND N BOAR OWL b ASDI Ants: 7/la MW K%WO a COMM SIMIM IM tACK WWII JMU Loll-ARAXATWt WKS9NO IND or na 03'"Icm CAOC MO nuW1C SIMAO WN MIL t. eoNtome 61aOIRNR: r.. FJOO rsI tot a• No. 0/ 21011% . 4. INOI W TWO'o otot toKt f11M 2 aLRMf Oatamts Lwl6si f.. t00a f31 MR ALL NICASI a WN t01t1L1. flow cum OW a U FWW& Of MPRQ LNI IUM KA a DOIAu fa[S11ISS r01e1 .0.70 . IA.• MIL Or CONCOtit MY It OKO It LRD of MSUIMD teen RISngw o CAK l sloip No NDtw raltlaatlli 1D aunt unm Am IUNOAOIo ball t.A A rA G ENS MODUM 1XVIS11D u toltgdpDy 1eNAtlu F10Adt IIWNIDa CeG: y` AI>:pfaAce NDi¢-o Oi.ei. CRASPARRINO 1 / Rl \ . SEfFNER Fl 3584 ONAL EN:4` FL. P.E. UC. NO.44756 I"BJ1 OF I EV, CAST—CRETE 8" LINTEL FABRICATION DETAILS w,p a - `6113V tll•U18I pR01-Il W11N rti GAE PAtfXq Pt - RTa t0. /Ilse YAIC [01 1D S41I Dunn N. t7 OIU 1 tl 3 FE cats rQAViTV LnADA FnR R" PRECAST 8 PRESTRESSED U-LINTELS w DDaceai DnEiTRaEaaanOu FOtaELs . SAFE UPLIFT LOADS FOR 8" PRECAST 81 PRESTRESSED U4.1NT12LS ewsr•C qW SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTTi ma ere-® I ere-19 er12-se ertt-le in" IF16-10 ar2"l SM-ID am-m 04-le mAl-ae ii-te eT32-OE er32-1e 3'-6' (42 PRECAST 2231 7069 3719 xw 6m) em4 9502 lone 30[9 460 6113 7547 6974 103% IIm9 4'-0' (491 PRECAST 1966 2531 2751 3e20 4a90 Slot 7034 elo7 26l3 46m 6113 7517 8974 WM 11609 4'-8' (541 PRECAST 1599 19m 2110 2931 3753 4576 6400 effi4 210 43X 113 754) Ran 10294 11909 5'-4- (641 PRECAST 1217 1349 1436 1999 2560 3523 3a6 p49 IN3 yo0 wR 75n 7442 e13 1012 5'-ID'(TO') PRECAST 1062 I1m 1173 Iwl 2010 2S49 3oD StA u31 2622 1 4360 7tCR! 60 Nbisd 83211 SW ()81 PRECAST 906 123e 2177 34e0 3031 3707 4383 5061 I'M 27 3+90 who two eenT-6- 901 PRECAST 743 loll1720263216ee 3191 loll 1720 2661 Gal 0467 6472od9'-4' 112 PRECAST 554 on 1140 162S 3486 2910 3302 752 1245 180 rigue 34w 4703 auo10'-6'(1261 PRECAST 475 wo IN7nn 21w 2Sb4431115215332791 47s411'-4-(1361 PRECAST 362 SR 90 1368 2423 3127 4006 3w 645 1356 1846 2423 3127 40m 12'-0'(I447 PRECAST 337 540 071 1254 1664 2f93 2005 35% 540 an 1254 1664 2193 tea! 3552 13'-4' (1607 PRECAST 296 471 M1075 1420 Iwo 2316 20 3 471 7x t07s 1428 late 2319 14'-0 (1687 PRECAST 219 424 700 1002 1320 187 2127 442 M 1002 1326 Itw 21V 14'-8'(1)67 PRESTRESSED NR. eA ae NR MR to M 458 tes 1370 1902 2145 2517PRESTRESSEDR2712IdHINRME16IW15'-4'(1847 412 710 ros0 1733 2me 2320W-4'(2W) PRESTRESSED NR. NRaR 6t1 rt m Sa 470 1326 16H 1049 200 19'-4' (2321 PRESTRESSED N R. MR MR MR 03 ea 10 23s 420 750 Iw7 ew I53s1s 7tme 21'-4' (2567 PRESTRESSED N.R. WMR IR NR NR AliuoTsasobe1114IM1468 22'-O'(2641 PRESTRESSED N.R. MR M MR Ni MR MR Im Sb SSD Tb 1017 Ita! 13399 24'-0' (2881 PRESTRESSED NR MR IA ret lat I01 N6 as 12! 1 250 450 a4 I w4 I IM 1222 J) THE NUMBERS IN PARENTHESIS ARE PERCENT RCDUCTONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERA NOTE NO. 4 ON SHEET 3 OF 3. OF ir6,rCi6a• SAFE LOAD PLF TYPE LENGTH 8U8 8F8 RCMU 3'-6' (421• PRE= 1025 1024 1598 4'-0- (481 PRECAST 765 763 1309 4'-6' .(54') PRECAST 592 591 1073 5'-4' (04.) PRECAST 411 411 745 5'-10'(701 PRECAST 340 339 616 6'-8' (78) PRECAST 507 721 490 7-6- (201 PRECAST 424 534 363 9'-4' (1121 PRECAST 326• 512 230 0'-6'(1261 PRECAST 284 401 180 11'-4-(1361 PRECAST 260 452 154 12'-0'(1441PRECAST 244 402 137 13'-4-(1601 PRECAST 217 324 110 14'-0'(1681PRECAST 205 293 TOO 14'-8-(176-) PRESTRESSED N.R. 284 91 15'-4'(184) PRESTRESSED N.R. 259 83 17'-4' (208') PRESIRf.SSEO N.R. 194 64 19'-4'(2321 PRESTRESSED N.R. 148 52 21'-4'(256) PRESTRESSED N.R. 125 42 22'-0' (264) PRESTRESSED N.R. 116 40 24'-O'(288") PRESTRESSED N.R. 91 33 gse gtTa' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH we -it ere-21 am-ri I Sit-21 ans-It e114-21 WA-tT II70-n e74-t, UN-21 un-il 929-11 sm-11 et31-it 3'-6' (42 PRECAST 1569 ems 4 4-44 Se63 6132 7001 15o gas 354 4sa Sew silt 7001 4'-D' (481 PRECAST 113 23M 3010 3315 4570 S325 6w9 30 230 3060 3815 4570 Sm 61m 4'-6' (54 PRECAST 1207 2040 2707 3373 4043 471t SIX 1207 2040 2107 3375 4043 4711 5372 5'-4' (64 PRECAST tots n1 m6 2e39 33" 39si 4522 lore 1715 1 1276 1 tab 3D9 3961 1 4522 5'-10'(707 PRECAST 9m I5w i 2593 3107 35t0 4133 9n IS17 2050 2591 3107 3620 4133 8'-e' (781 PRECAST 835 140 16 2329 2 3251 3712 en 14e) IUS 2329 2710 W 3712 7'-6' (90 PRECAST 727 tm 1624 2025 2 W S27e n7 1224 1924 2023 242e 2a27 3229 9'-4' (112) PRECAST 591 TOe 1116 1474 1615 213) • 2300 591 ow ute 1a3 1969 m4 2619 I0'-6'(1291 PRECAST wS 016 110e 1461 1736 2011 530 6" 1100 1472 17w M 2346 11'-4'(136-) PREChSI 414 SO4 6 1W7 1D4 I613 1753 4" 607 1042 1372 ISO Isis 21w 12'-Cr 470 45e 724 in I 1369 Ism 470 SW 40 002 OW tsi 2o7s fY-4'(1607 PRECAST 4te 3" a7 70S III 1f41 t321 4" • 460 Tao 1159 141e 1 Weal 14'-O'(16n PRECAST 384 6e 560 724 ee9 1054 1210 410 425 717 W IOw U58 1582 ISO 14'-8'(176") PRESTRESSED m 334 520 6n A 625 we el 1uI DAI 249 395 611) 0e0 bal W3 Isle vx III PRESTRESSED 224 313 lee a7 7H 9t1 t0S1 2 00 368 616 IN 124 146D 168 I7'-4'(2D8) PRISIRESSEO ill?203 40 21 61a 36 971 192 3" 506 740 IJ 1005 Ivf Iwl 19'-4' (2327 PRESTRESSED 162 229 349 447 547 647 747 IK 263 429 U304 Il 1091 Im 21'-4' (2561 PRESTRESSED t+t 2w w 3a1 49D She 656 142 2n w3 S37 m 905 lab 22'-O'(2641 PRESTRESSED Iw t1 216 371 462 546 on 137 223 35a S13 699 au 9" 24'-O'(288)PRESTRESSED 124 n! in 342 u6 w 567 n4 202 310 455 hoe f, 757 all SEE GENERA NOTE N0. 18 ON SHEET 3 OF 3. U) IH(.t 1f EHIIIESIS ARE PERCENT REDUCTIONS FOR GRADE 40 l1ElA ; GENERAL NOTE NO. 4 ON SHEET 3 OF 3. Qr . OWJ(TrtENnyW Cl OEN a wr1A d14 F444j w-n.r' PRODUCT JUIV7SOD A4mmnrro 0 / = Du9dR "mnoPreMd. Dyt 2 '03' .*. '4[eNbml4cF Z TE 1 + CRAIOf'14RflR40'o6r)n: ° o 6324CRS79 O R 1 p j` SEFFNER. FL 31504 e1 6eY' — FL P.E. LIC. NO.44766 4444111 144 MSE—F CAST—CRETE 8" LINTEL FABRICATION DETAILS ILt Mrs ovm-14 am 6D = tun% 2t . ILL A 40M 14= 901Wua eun OArw/fl IIIIDRo n: Cars N m Ft - Ia m Coss umm 9. Ia sID a o 7 RAL SAFE GRAVITY LOADS FOR B" PRECAST wl 2" RECESS DODR U•LINTELS r• em1 cS;FE LfOATprta LOAD11.1 S FOR rural 4e SAFE UPLIFT LOADS FOR B" PRECAST wl 2" RECESS DOOR U-LINTELS 4 wsrCadre SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 06-w eRitoae W14- cane-ae Un9-oe W3D--M ca6- le will -le on4-1 elr+e-le can -le W29-1e MM-le 4'- 4' 52 PRECAST 1635 1749 3MS 32e0 4346 U21 64/3 I 1691 3699 5201 S939 am94M 10693 4 - 6' S< PRECAST 1494 1591 3063 2992 39Ee 4946 5924 6904 1756 3699 5201 609 ea0 9479 10093 5'- 8' (681 PRECAST 865 mo 1770 uu 2277 2.39 3402 3966 1107 2491 1 4S97 0e9 7917m 9311 10'( 70') PRECAST BID mg 1653 ISO 1124 2649 3174 37M 11U 2342 4242 663f 7402 67011 6'- 8- (8D' PRECAST 797 901 1e25 lug sae n4 9446 1360 201 1925 3120 5048 7915 2470 10 7'- 6 (907 PRECAST 755 1490 2439 3779 6743 7239 903 755 1490 2459 3n6 s743 e90e IOe9 1167 PRECAST 411 466 999 15U 2253 3129 4091 3149 526 999 1650 2A3 1129 4150 5091 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 CENERAL NOTES 1) 141pt11r re 6' F &W ford - 40M For re prrk•sx4 EAk1.400D W re 9rod - ]000 wWbn Ol!)I Yr 3/e Ne9 e9ery.le dim bmmp's+1n .9unD NIM Pd AMUb0 .A m°6rs KI ASQI All r W 0 Im m e Wo 2201n rW-Fie 2) N eeb bd kma IaM a O*ftm 4 wh M?L d worm LoRe66 n4i bib le, TOi Y° m* ktffikxp b IImeem 6e i 1 2 kcAn 3) Raide ta curler bl =I bw )deb. 4) 7b wmw k prrOrob ir0n1.. W Fubd reddim Id V.d. 40 66d .dbd rrlw. Fam33: 7-6' UeW 032-19 .dr nd7 lord - iln co 15S r wam • 9477 AS) - Sul pa 5) A ktre 6M3 1Wp ddkdglA ra9lkx'M.uwV100tlrh.Ibni rw9•Fer r.ab Mai irq Do Ib 6weM6 "69 6) ShrrOWMo a rr4N.d •p 7) On Tt rder mq b 4@dJdd Id bs 15 nbom e) N/wW.2 d OW =I w* as V. dmUdad f) ftdL 7u d.; w rM wd.. b _.Am n b.a rrw V. ab bm buo b2 o*a2*9r m db " etc"ra. I ad drd d •-.. 7 bm O. l. 10) eA - ld Rood 11) hUm Ed1 NW nbw to bo WOW d W b;%m d W Idd m9F. A VV SAFE LOAD PLF LENGTHTYPE BRU6 8RF6 RCMU 4'-4' (52") PRECAST 758 757 1164 4'-6' (541 PRECAST 694 693 1073 5'-8- (681 PRECAST 408 407 655 5'-10'(70') PRECAST 382 381 616 6'-B' (80r) PRECAST 595 788 464 7'-6' (901 PRECAST 509 674 363 9'-B' (1161 PRECAST 370 490 214 e SEE GENERAL NOTE 19 12) tWis ad rdYr°y d A 6-i 4 W mtlwelOwmN b,CXem.a°.le 13) 1W .dew wdom of lofdr I A ki b ekdu a ml. eb MW R m.O.F of .loam yprM ie e...rdae. A ASIV G92/& oe rNr•..d ao0y IQ Uekb 1.. d.d -v r1O ru0rd d r,R1) ad Mors°! (1 reQ k.b A."11 O-sldfwV. w "Iw9eF d6 W Wk1 eisiks AAOIAd'NEW k.l Aoki bd.. sd bN S IA Ede rued bw core hwW.1dlow16) Fd mrFeO. 6W bdpb 6M On& W ede k•d b.m rat lour WFN 0*m 16) Fe I" kr6Oe 64 °raA . lr ate be6 bn and bvd b vb 61.6 17) SW beds or. cqulmp d eI Ma 10) 5.10 bob bad a s0red 001Fe "Ip p.r AO 620 ad AD 3Y 16) AdaW W tlud bM r. pedy .m b .b4i..1 br b k4'gMf 67 IreiQM okTd" rinler.e0 .aerrW (merry m7. Q101Y) ebwe the idd. Sm .11 1 19 4-4-am SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH eilF6-Il 6IIF6-21 e9F10- 11 VIO-21 0`14- 17 911` 14-21 81FIe-I RFle- W22-11 W22- 21 OMS- 1 ORMS-21 W.V- 11 WJO- 21 4'- 4' (521 PRECAST ws 16Ee 2312 JOSS 3751 4445 5140 905 160 2352 3056 3751 4445 140 4'-6' (54' PRECAST op1604 22n 29D 3607 4275 4243 067 1604 m2 29M 3607 4275 4943 5'-8' (681 PRECAST In 12 1797 2326 XU it 3302 3911 675 1269 1 1797 2326 2654 3362 3911 V-10-(701 PRECAST 655 IWj 1741F Mo 2713 3266 2769 05 1231 INS 2259 2773 3250 2M9 6-B' (80') PRECAST 570 9M ISW IND 2429 287 33M SA f0D0 1530 19e0 2429 2678 33M 7'-6' (.) PRECAST 60c 742 1354 1765 21 2U7 216e 5o e9e 1364 176S 21U 2597 2960 V-8' (1161 PRECAST 395 46e 664 1222 I540 1659 216D 95 S10 1072 13M 1701 2016 2331 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTONS FOR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 TYPE DESIGNATION Fr-mu61o01emm/u.10611110BF12 r OW009 Of 13 Ill" AlIIOUwUMaW1IT8F16- 1B/IT ON" IIOefJ L w is Km Al w J: r SEE SASE LAIEAAI. LOAD UBIES FOR LOAD WIN 1'.•: RFWOR CEDCYU (KIM FULL COURSE PRODUC'1,ILLV6NED I CUR I1P (2) 15 REBAR a ld n coftldmleeF9mi09 CR40 « GRO roAc*gw r w la (1) FLO'0 1- 1/ Y IStm c. j3 MR At MOW 0, or Umm MIT tr .. N. . O•, 7-6• ACIIIQ 1• Rmc1Al 1D7I011 Rm701I0.`AI mom ii UMn tR000L CfFf/ mt6ib m O IWvtdi o U3y - CRAID PARRINO4 13Y M R. SEFF ER R 93584IeIoa,lre(A-' nfd: 1[17iT3cCliTrl l>i9[dllAif7! IVY Wily ITIN•IQVI:T:TFaiWE" f /r1:YL•T: ,9 • DETAILS d•.rr411![d:7.1•I YRI.YIr1! rsncn a &'i: Jb.S"ilfFc rara rr4d!i a sa 1"rei 1fzl r c raa:rnnsra iari rl3 IM.Ute: I1:J:1;RA'/ 1.71r1: uri6•Au MIAM 1•DADE IMANII-DADS COUNTY PRODUCT CONTROL SECTION DRPARTNIENT OF REGULATORY AND ECONONUC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w%viv.mlamid ade.eov/economy Cast - Crete USA, Inc. P. O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section ( fn Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted maruier, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the «se of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parriuo, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami - Dade County Product Control Revision stamip with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed- by the expiration date may be displayed in advertising literature.. lf•any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 13-0321.07 and consists of this page 1, evidence submitted pages E-1, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. f I NOA No. 14-0903.03 MIAMFOAOE COUNTY v L/= ' Lf' / ^ ff % ep % I:zpirafion Date: 09/1I/2018 Approval Date: 10/09/2014 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 1103-0605.04 A. DRAWINGS 1. Drawing Aro. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, AE.. dated March 24, 2003 and Drmving Aro. LT4612, tilled Cast -Crete 4 ", 6" & 12 " Lintel Sqfe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino. P.E., dated March 24 2003. last revision 41 dated April 28, 2003 both drtnvings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on fle a -al testing on 4", 6" & 12" Precast Concrete Lintels Filled and unfilled kfodels, total of (13) concrete lintel specimens, per ASTME-S29-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Ramon, AE. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared b, Craig Parrino, P.E., signed and sealed b i Craig Parrino, P.E. 2, Calculations for Cast -Crete Lintels, dated 05129103. 140 pages, prepared by Craig Parrhro, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Qualm, System Manual for Cast -Crete Machine klade Precast Lintels revised on Miry 1, 2002. 2. Cast -Crete Qua1111, S)jsteru Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL. # 08-0320.09 A. DRAWINGS 1. Drmving No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drmving Aro. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Arone. D. QUALITY ASSURANCE 1. By A iami-Dade Comuy Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4~' H(c,16y A. Ma/Icat;1 G M.S. Product Control Uuit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 r Approval Date: 10/0912014 E-1 Cast -Crete USA, lue. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 9 12-0209.12 A. DRAWINGS 1. Drawhig No. FD4612, titles! "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated et'lareh 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" d 12" Lintel Sqfe Load Tables'; sheels l through 3 o/'3, Prepared by Craig Parrino, P.E., Baled it -larch 24, 2003, last revision dated Alarch 11, 2008, all signed and sealed by Craig Parrino, P.E., oil 11arch 22, 2012. B. TEST'S 1. None. C. CALCULATIONS 1. Arone. D. QUALITY ASSURANCE 1. By X ianfi-Dadc County Department of Peruritling. EnvIronurent, and Regulator), Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi-om Cast -Crete Corporation, dated Februa y 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Bullding Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TEST'S 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By A4iruni-Dade Cornrty Deparlrnent of Regulatory crud Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. f 101f&y'A. Malcar, P.C., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing Mo. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing Alb. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, AE., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., otr August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236. prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Mianri-Dade Count), Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, htc., dated August 19, 2014. signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. wf E1e1 . Makar, P.E., M.S. Product Coutrol Unit Supervisor NOA No. 1 d-0903.03 Esp1ratlou Date: 09/11/2018 Approval Date: 10/09/2014 E-3 AST" RETE HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS im .0. TYPE 'A'. STIRI i Vall ILJ Va llaiATf1 BlrlJa 4" SOLID LINTEL nATA TAW r;iam siarJ[ur1 stuls a rrzv[rr a CS lt1I.LJ lt 7i 6" PRECAST U-LINTEL DATA TABLE m t= 1=217=EMM E7n 0 IECI loclarna irr©ao a rtumrLIMINKLIAK,lSrl,••tmsSrv aiavno rrmo®•,, Ir ^ ra-an.sr, rTT t nlrr r8v rs-*. rrst. rary 1srRT ratia va aaaA srsat nm sTsa 1!J! =:I tare fiT7nT1 <$ t o newt ran s ; ru=3 ram r tuy! r rt rawrasnrtTTrr rls ltrmrverg rtrwllA Snag UXwnwll,s_Ilrer7 172mrg--a rrlffmr_v-7Aw 2frlfjf_1rrsavr211L:.:Rewrr't.7t7 rnffMQI1® ll, vVilli"'rf£"ieawO 7R 41- 1DlCLE rl1.1L"lWACAnmJ 7znmmrslawxwiMrlZrraMmyrlr.:'i Ewa o 12' PRECAST U—LINTEL DATA TABLE E.CSi0® as Q^.l Alta IFIXm.,? r1= 0'I J:J!'fli e+nQO0kIA/Ll'1NQAld:irrlLFLr=.—, L1Q CrQ tia rya rs:a r>m oc5 vta ^ ama ern o IIwar`_L7 r1:an I IL7']r ve!i^]r IC'QO sj"Vrn=ManFe. tr r7C10LRTf i>• J air),itrk1L' ^_I ml re11LJ UCCSi EriO rravrmir©rlr:_ dacL3ir t Alofttur1J!L". MCDA r7I a r r,.n>.rts ztmc,rrrI.u_znticv Se. tart. rrIMA®D.tarlr..)ILITUI=Ar. rF7"oC10 rrwr'Mirr araW.lmyrems?crawr o W jT. ;L7 Win, w-rritam.a wr• suu. i `I mLl l_S F•1:11 rM 11 f1J J:ILf.Fll:l ilit•lF1SiLl ' rr1lOwj"¢CIIi r rz=w®• rc u omi vet T dl J r1C11 LtLlr<,rr. - 11GVL:.L".1 L7a arty rtcv 57,ar. R-n + - r r.lael.Icti• II1S1 n 1 rati•rrn ems. rv na rrrr rao r..sn a r r m cmv nAnms yrxa Liz llm rMuemn frmwON 5 noY 10 000 urmlA n D rm wlln A Corram ws Alm wpm+ fl nnpMlele Of emrmrtl0 tmmVf " a twk wwm Comm "ll-om le4 ML 1. I00p/.om 11111, 1/31 111 Am 11111 it f. AID is m UMMO Mlwm . An a am m/D. - lm/ ry L / ate[ at0O6 rLL OM r- . Yp. m III YA . MIMI AID 1l I'CI rnw 9Q MICA IIIo cm M lu .Yl m - II CW1YIf rutty IMI % h . Ala rD lM . mmI LWM rm I r a DO M A[ l.001IM0 tCQK rpf CIM - fL d fM1O/ . 4 Mb I, 1pg1.. G/[ I.f1LATg11 IIpCQ IIAtO S. a111. f1ILL Awu l[ Cm nu m a m M 11IfI UM 11a f /flmlt ral DCI pL a . A.. a 1I01 u11Rf A/iN mm"D Itlll /MIA palmucT Ill asru lsmMlYl•d w:n.IAa FlJ:idA 0. 4 , puudll Wd•14 0 00 .03 P% 4, • CRAIG PARAWO p / l Iro m • 0NALE6. w•NW 335N PRECAST AND PRESTRESSED LINTEL DETAILS Ill[ wm m na-14 1 wo M: Mu AOYYY 1 SU : AS SWn ate f,. Ia. I allrsm fl- IA.n nlm rt num 101111 gm I C GENERAL NOTES I) bldladle re 4• pawn rrw - 3000 rd re 6' 0 If jimawal dmd - 4000repad - 3MD of Ym cp rd+ aa,Iaa pda aaroab .I.aa!aF udb b d0 adle-IlSdman rld rN a Ambets -60 rd mwtw rat ASIY C270 4" w a S At ol. %W boo boo a mind wEnw o 4 iadt ..r.i+d credo} EaeAL'- MW b. iaAed Ifs 0 bae.! Imqu b Im ILo • l/2 atw. 3) hatib M rodo bd .do Lad )aML 4) TLs mmba is pecwlwb bdkma 1M prrtwt rtddGw la pair 40 &M dWd rtbv. IBC 142 t.&.ttim I42126) y boo . An PII N7D0d 5) a td& a" a wdU30 d0bdon jumlim pdd "a6 a In sr-4. • bllta mad. a aaad L/IIID ddl arek Its Is s w b aMrw m.nnnngg U. Melia o:•6p fed. S.Um ims11 a ."daub. 6) slat Cod Web a .p.i & 1) 4' NO idol b a W"W ./ 4' Qaaeh. ldmdd OW o' 1003iw WrIML Myld&./W'rdledaad d wd mud "'" sm W wal.*ld 9) 11u de.gm amterm. aaw•Cd loon. tmm ow a!o b.e Idka by ddldoaie0r m.•atm. rtshlbp Hamm eW daa cl d-0.c1 4oa IL. too d appod. 10) k1L - Rd RAW 11) adbm rdr doow'" b be bawd d oft bAum d tL. taw aft*. nVC DESIGNAmom I . me ch tad / ap- amiss FOIWO WA adRa 12F16- 2B/2T ILL' Tai m rod• ua0. i a f J t mJ r at tt) rem M M lAavlorwr1d¢S 11 ' ACllt4t Ot LOU12) C l If Uoab a. mndoeWd .0L S-1 D' bat rbLu d Uu .da b ocemobb atdlnl cd r.bbmbtp ad p•uky 13) lL. t wdo a. d Gdds bMW it wb&, a mnl. mm.rJV a.le• dohaft a•^ OM d m. wow I. LLma.. aDL Am Cr610 .r d). owl atdbq 14) Ildd. tow s+addna * •71L .er&d a ac1I1) ad nadwaw (ldaop bad. dwla M dsdad I.r o• arRJa.d befiq dJ! be wlaalM M+a Apprea WrGml boa + 40W b.Ilt.rdd bW S 1.0 sob W" ood s k hwhaw Yd 15) F•r wmpedv Odd be0b ad Now. as ob bW Imo MA lam tr,Md .Low 16) Fa Oda Imps mt deaa, lea •d. W tart and b nd Iwg14 sba.A 17) $ do roes .... Vokoaa d dbaotb boot 16) Sda loft bo d .. Wilad despl Wry* pa AG SM and AO 31& 19) Aed6ad btaal bW aepmTy tm b. ww"d you d.dgna ty pwY•q .ddde•d tvdwta.ur.b masl.y via mw W. IM id.t 55ao l.' M SEE SAFE WERAL LOAD TABLES FOR LOOM RATING FOR EACN ADDnMft REDIFORCEO CMU F1AL ODURSE r. 1) 15 REB4t FOR G MIMS 1/ Y CLR T1P rL• i+:. 2) +5 RESAR MR 12' WELS CR40 or GM SAFE LOADS FOR 4" SOLID LINTELS 4-- 40tm GRAVITY TYPE LENGTH 4S8 Y- 6' (421 PRECAST 1180 4'- 0- (481 PRECAST 959 4'- 6' (541 PRECAST 789 5'- 10'(701 PRECAST 460 6'- 6- (787 PRECAST 360 7'- 6- (901 PRECAST 260 9'- 4' (1121 PRECAST 156 10'- 6'(126 PRECAST 116 12UB C__ CRm UPLIFT LATERAL TYPE LENGTH 4S8 4S8 Y- 6' (421 PRECAST 687 371 4'- 0' (481 PRECAST 597 320 4 - 6' (541 PRECAST 529 258 5'- 10'(701 PRECAST 407 148 6'- 6' (787 PRECAST 366 118 7'- 6- (901 PRECAST 280 87 9'- 4- (1121 PRECAST 187 55 10'- 6'(1261 PRECAST 152 43 12FB 12F12 12F16 all'+• y"' 6U8 US 6F12 61`16 • • •'';^_ 41. Lxja M ~ Y I.•, .. ...-.:gin. j .• , L`. ' i; '••?: ` i iit;r a 'Can • ; i' t.; . i. . a aa. • .,:.;`• • • • • .. • 4S6 3• g • 12F28 121`24 12F20 vllooucl' Inirlsl;n r • aalelplyi^C a+'1N tlta Flatda i • ' ST F ' * tldidl•tLd: T ICFWGPARRINO p ln"LAW* Q o C .; j O.. d GM CA 679 / • B 6F32 6F28 6F24 6F20 ,,'• tr pNALE G.a' SEFFNEFLFI 3M erNuc n-! a' r,dr t4 • FL P.E UC. NQ 44756 a ` Mr. mSER OF +CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES Ws.r •, ....... a. lu MYL• p15i2tH MkIM VP loW MIWIp sGYL• IU3. fir••-' OAIL 7a/07 cs=co ft M4 0 rA to rt. - ttc. sk 44ys1 1 WMNC:N& U4612 s1611 I or 3 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS 4mm-olf" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6F8-t8 6F12-18 6F16-IB 6F20-t8 W24-19 5F28-18 6F32-18 S-6' (421 PRECAST 2332 2676 3892 5050 6145 7227 8297 9357 4'-0' (481 PRECAST 2025 25t3 3892 U50 6146 7227 8297 9357 4'-6' (541 PRECAST 1654 1867 3633 5050 6148 7227 8297 9357 5'-10-(701 PRECAST ' 1067 1260 2198 3557 5734 M27 8297 8225 6'-6' (781 PRECAST 949 1078 1631 2850 4328 6737 8297 9357 Y-6- (901 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4- (1121 PRECAST 584 660 1056 1523 2064 2795 3731 5017 10'-6'(1261 PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4-(136') PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 IS-4-(1601 PRECAST 373 417 646 895 1170 1495 1852 2285 14'-O'(1681 PRECAST 351 392 605 635 1087 1373 1703 208E 17'-4'(2081 PRECAST N.R. I 299 455 1 620 794 SIBS 1198 1437 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS FAR 6• PRFCAST U.LINTFLS 441IM-4a ,, SAFE LOAD PLF LENGTH TYPE 6U8 61`8 RCMU S-6' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-6- (541 PRECAST 416 609 3" 5'-16'(701 PRECAST 300 350 198 6!-6' (781 PRECAST 263 496 157 T-6- (901 PRECAST 222 367 116 9'-4- (1121 PRECAST 173 352 74 10'-6-(121r) PRECAST 151 276 58 11'-4-(13n PRECAST 139r22 49 12'-0'(1441 PRECAST 131 44 IS-4-(160') PRECAST 117 35 14'-O'(168') PRECAST 111 32 17'-4'(208) PRESTRESSED N.R. 21 SEE GENERAL NOTE 18 rani=- - ' SAFE UPLIFT LOADS FOR 6' PRECAST U-LINTELS GW"*,M SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TMPE 6F8-11 6F12-t1 GF16-11 6F20-11 6F24-tt 6F26-tt 602-1T Y-6- (421 PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0' (481 PRECAST 1225 IBM 2357 2913 3470 4D27 4583 4'-6' (541 PRECAST 1083 1592 2084 2577 3069 356T 4055 S'-10-(70l PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6' (781 PIECASI 723 1097 1437m 1777 1 2117 2457 2797 i-6- (901 PRECAST 649 19 863 039'-4- 1249 1544 M 1840 a 2135 m 2431 112') PRECAST 575 571. 980 1212 1492 1732 1172 10'-6*(126') PRECAST 514 462,4 787 112E 1331. 155IJ 1766 1V-4-(136') PRECAST 474 404m1 685 985 1213 1442 1645 1Y—O'(1441 PRECAST 454 367f.1 619 888 1093 1299 1506 ad IS-4'(160-) PRECAST 402 to 308 fm 516 736 9D6 1076 1247 14'-O-(1681 PRECAST 368 285 475 677 832 989 1145 17-4'(2081 PRECAST 253 TOB 33B 416 585 693 803 n THE NUMBERS IN PARENTHESIS ARE PERCENT REOUCTIONS FOR GRADE 40 FIELD ADDED RESAR. SEE GENERAL NOTE NO. 4 PA G .,.•'ENS •O. 44 PRODUCTRNv1SM p"P1+"O MUn,ix flividaAeft4MeTFy : 10 PMna N• e+Pimion Ux•o ° O3•7 RI ; 4" CRAIG PARRINO M 1JL • .G l e r;;ONAL ;• ` SEFFNER FL 33580 e""" FL.P.E.UC.NO.44756 umCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB SAFE SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS MR 4 PRF1'ARAT IIJJIAIITI R SAFE UPLIFT LOADS FOR 12" PRECAST U.LINTELS 4"14119w SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1208 I3840 IVIZ-20 ttn6-26 IIi70.26 tt 24-28 OV25-28 12M-28 S-6- (421 PRECAST 3428 SOW 5838 7619 9352 11060 12755 14438 4'-0' (481 PRECAST 2923 4232 5836 7619 9352 11060 12755 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10'(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 144M, 6'-6' (761 PRECAST 1383 1986 2679 4196 6421 JIM32 112755 144 Y-6' (901 PRECAST 113E 1628 2131 3218 4675 6756 9763 35216 9'-4' (1121 PRECAST 795 1216 1535 223D 3083 4167 SW 7552 10'4'(1261 PRECAST 614 1043 1295 I853 2516 3323 4334 M I1'-4-(1361 PRECAST 518 945 1162 1649 2216 2893 3719 474 12'-O'(1441 PRECAST 456 878 1073 1513 2020 2617 3333 4206 I3'-4-(1607 PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-0'(1681 PRECAST 321 720 865 1204 1S84 2017 2451 3166 17'-4'(2081 PRECAST N.R. 4511, 6310 8810 1141 1428, 1750, 2102 19'-4' (2321 PRECAST N.R. J431 477 P 700 P 925 1152A MOA 1609 u) INL AWIMM w rAnKM s N¢ KMM0 MM=EM TOR OM 40 FQ0 AD00) MAR. SEE GDKP E WX 11M 4 SAFE GRAVITY LOADS FOR 12" PRECAST w) 2" RECESS DOOR U.LINTELS 4MM-4m" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE URN6 12Rt6I8121610 IM14- 2PJ18- 121P22- 121PA6 IZU29 4'-e (521 PRECAST 25M 2942 5468 7584 2640 11669 13679 15679 4'-6' (54') PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'-8- (681 PRECAST 1347 1841 3555 8395 9640 11669 13679 15679,4 V-10'(701 PRECAST 1259 1758 3361 5954 9358 11669 13679 156 6'-8' (801 PRECAST 924 1430 2633 1 4415 6684 1 1257 1480Q Y-6' (901 PRECAST 703 1203 2157 3494 5259 7922 9623 1132 9'-8- (1151 PRECAST 30 843 1 14514 2157 13203 4427p 5417 638D Ir) IM KUMM 6 n RMIAM= AM /UROM MUCHM FM CM 40 run AM MM SEE CIM K MDIE ft 4 C"OGMr SAFE LOAD PLF LENGTH TYPE 12U8 12F8 RCMU 3'-6- (421 PRECAST 1295 1 4841 393 . 4'-0' (461 PRECAST 1295 4841 299 4'-C (541 PRECAST 1049 3922 2417 V-10'(70) PRECAST 681 2547 155 6'-6- (78') PRECAST 579 2167 123$ 7'-6' (901 PRECAST 474 1771 914' 9'-4' (1121 PRECAST 355 1326 5 10'-6'(1261 PRECAST 306 1143 454. 11 '-4- (1361 PRECAST 278 1041 38 12'-D' (1441 PRECAST 260 971 34 IY-4'(160 PRECAST 229 857 278 14'-O'(1681 PRECAST 216 809 25 IY-4'(2081 PRESTRESSED N.R. 6 16; 19'-4'(2321 PRESTRESSED N.R. 534 130 xL uL.m ..M M SAFE LATERAL LOADS FOR 12' PRECAST wR 2' RECESS DOOR U•UNTELS LENGTH 4'-4- (521 PRECAST 4'-6'. (541 PRECAST 5'-e (691 PRECAST 5'-10-(701 PRECAST 6'-8' (801 PRECAST 7'-8' (901 PRECAST 9'-B' (116') PRECAST SEE GENERAL NOTES - SHEET 1 OF 3 55\ Al _ x' 4 4WI-4-M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12R-2T 12F12-2112f16-2113A-2t 12F24-tT tri28-2I I2132-I1 S-6' (421 PRECAST 2752 4287 S613 6938 8264 9SB9 10915 4'-0' (48') PREC61 2389 3721 4872 6023 7174 8325 9477 4'-6' (54') PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10'(701 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (781 PRECAST 1444 2269 2972p3l 4378 50B1 5784 7'-6' (901 PRECAST 1267 1767 3806r2616. 5020 9'-4' (1121 PRECAST 1028 11) 2006 3D87 4079ct 10'-6'(Mr) PRECAST 9201 947 1612 2764 3653ILI 11'-$(36j PRECAST 858 829 1404 2441 336412'-O'(1441 PRECAST 814 753 1269 22013032IS-4-(1607 PRECAST 678 633 1057 1485 1B262513 14'-O'(16n PRECAST 622 586to 974 1365 1679 230917'-4'(208r) PRECAST 43 4427 695 964 1182 162319'-4'(232') PRECAST 368 370 593 817 D 1002 too 13720 U) M¢ M1MIM IY PAMNIIM AK PU®FI MWM S TOR MK 40 nftD AM WAR SEE CDVA ME AM 4 SAFE UPLIFT LOADS FOR 12" PRECAST wF 2" RECESS DOOR U-LINTELS i8 " I SAFE LOAD -POUNDS PER LINEAR FOOT 4'-4- (521 PRECAST 1626 1 266S 3746 4'-6' (54) PRECAST 1558 2582 3602 5'-e (6n PRECAST 1210 2042 2850 5'-10'(701 PRECAST 1173 1984 2769 6'-B' (SDI PRECAST 10201 1S36 2426 7'-6' (907 PRECAST 904 1226 2163 9 B' (1161 PRECAST 1 703,j 771 w 1472F MWIERS IN PAQM0456 AA[ PUM11 RE000016 FOR k 40 FaD ADPED KeME SEE CUTE K MIT 1 A 4 FROOucr Rrv1sm. 4s wro)14Nt Milh (k Il-Ana artda code AtA1ip1 IR U 3c R'dPCMG:\EE•i•• la41sm°0I DIoa°A e k 0 07l 07 IGPANO 1 8AI4 ueSE3BnvA ION 44•••• Ft. P.EhTC.N0.A495B CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES rREA4n/ 01 MnAMMA10 XTA Due M ww1n U4912 Seln S aF S M IAM I -DADS MIAMI-DADE COUNTY i PRODUCT CONTROL. SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing'the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel- Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturees name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur'after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other put -poses shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause .for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA h 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted documentation was reviewed by H Imy A. Makar, P.E., M.S. i/ l 9' NOA No. 16-0126.03 MIAMMADE COUNTY I: Expiration Date: 05/21/2017 Approval Date: 04/28/2016 o Q/2 $ 12,P1 6 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision 41 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1. of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Ramon, P.E. C.• CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196. 349 pages, prepared by Craig Parrino, AE., signed and sealed by Craig Parrino, P. E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11/11/96, -45 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report 458-A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report 984-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21 /96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. ny A. Makar, P.E., M.S. Product -Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #S rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. . - None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel. Safe Load Tables" sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #S dated March 24, 2003, all drawings are signed and sealed'by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTMF.-S29-94, prepared by applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. ny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiratlon Date: 05/21/2017 Approval Date: 04/28/2016 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #106-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P. F., B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 114121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006. signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for ILigh Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, -signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. He A. Makar, P.E., M.S. Product Conttol Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA, Iuc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. -CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. i az' e -_ H415ff A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-5 AST RETdo HIGH STRENGTH PRECAST AND t 1 PRESTRESSED CONCRETE LINTELS i rRODUCTRL•NLIWFD n c*mOJ7W I.MOINr Flw;d* BM101al Cb& e44 i1 Ino 1 CmIRd 7/3Y/ BA STIRRUPS TYPE •'B" STIRRUPS S.-B. STIRRUP OLE L LIMI VOIVNt oval SUIM NOwoofs tbe Qi-e 0..1134 U2 0 1 7: MU 14'-S'A o -r e I! -A 5.140 OQ T 32 ba ID -2 O 17 -A 0.130 030 7 32 AAR 7 /AR 17 -2 s e Y-e• 0 4 w 1 r 1 -3 O -2• e 4 -! 0 1'-A• 41N T07 7 r DM 0 0 7/32 eAR fl'-Y a 3'-O 3/A' IO 2!'-0• O.tm eli 3 103 32 /AR tl'-f0's a 3'-10 J/ 10 2r•-r osu as 1"R 1e 7p: IAU y-fo• a • Jw 1/1• to 8" PRECAST WJ 2" RECESS DOOR U-LINTEL DATA TABLE m •• tams W Aw mtn me •r ltm0 AN uOr uam e1r •.• uwAut f Im0 MtIO 1mW are'st 1a:1 IIMrb=NIt C.Ct rAOMtA11ON Neeft ? of UN'I WNK m liaw"II 1lrt o I lI / IK— I rver PRMIRr Vro ogna R[IKMKCHG CAGI rAR (CATION NOOK PRECAST U—LINTEL DATA TABLE 11;; 77 Tr ii,,,R,Rrrv.ea.r•:s+m.+arsts to r. moms moo EXEM rem rTM man rv-4-1Uonv lomar+o 53MA j, L"Vtillllj VLV Lyr•[ cni11 F71i]SJk1CJivltl11iEML D® LYf RO MIU402nmrL> t o rx.•tn ttrl WINE= rr. n rz•+®L r Lr sa Lrs o rhagr- xim 1, WEII=QI"r IL_rTT]Ld liEi MM LE3" KuMrMuM a rEKMu Gi ll7 rfa MTa"r=3 r L6C i3G1 l rL> y f T714:2i^ I3 i f]m EY y F7C1i O 1110 / ROrRITART MRMKIMN O MOIIDM MR rR0M1t7 A"WVAL R O XD= ED A CO7r6Rf tAOS AND CAM I Q KPM01RAo ON ODItMAID MMIM01 IM M YOnit1 COMMI OF CASI-CJtn IOA, MG I. Moon" Sill, 7/32 rAe ASIN A1191 036 N. a wit, 1Nt toil W AGI Of Imam AND IS RIO.Y OIIOt 60 /SIN Anti 7/10 U CN RIOMAM an t01N1t0StAIMM rMN EARN MUMM 2MCN 16114RIASAIM ntfilM91M two Of INt ob"MM CA04 rot CSAWU MUM ASTM MIL - to of IMAM • /. Mal TIR f. CavaVE 91t0 I0 0: r. • A10 PI nil a PVWOKMO CACC MOON OMIM 1 SOOOot Mnlus7U 1MIOS: f. • w000 rn rol ALL rou 1ACN t1M. ft¢ CASI O taUl 1 S: f" L rS IW03 a .1.9rl L r1w IV A. oalW FRWI l MXl . 0.70 W. atta Ol =0 tat MAY Of uII0 m AN aM111211atolllIMI0aC1Ieu0f4. sWRWySiII NI 1C:flOMtrC To m121 units AIM kUMLNO FOUL ENS ! PACDUCTItMUM oddift IyutM0M 17mOh 7};' Dlmrlat coal Amptw= No/ O 03.02. Lot 2: CRAIGPARPoNO f l7yy _ r l;l•'Ci '/ • 632e CR 579 MI Did a-Lwaa(' S' dl it : G ` SEFFNFA FL 33Mw Ar• ONALFL.P.E.LIC.NO.44750 of , m- CAST-CRETE 8" LINTEL FABRICATION DETAILS 1 nIr u et1Mt-u T-arol m wao F,v1aa tt - tte. m wst wan Am to wu nler r " y y' . .. Yiru.__y .... n.inrwa innwn rue rumv. rt . nn tO.olt r3OMM a., Ip &MCI 1 7 3 RAFE GRAVITY LOADS FOR 8" PRECAST wl 2" RECESS DOOR U•LINTELS CA-1-4-M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 aAFc 9a rMFlo ae 6sn4-o6 61r16 ofi a6rn eR7a 66 a6lo oeeaaaArlonlnm4- aria -le wn- n141SWO 1e mm-1 4'-4' (Sn PRECAST MIS 1749 33% 32a0 4310 5421 7567 1a01 3699 6 S639 a060 IO693 4'-G- 54 PRECAST 1494 011 061 2992 3961 4940 S904 1)SO 3699 S2D6 6035 0060 10093 5'-8' (68 PRECAST 8gg 220 1770 1715 W? 292 MIS 1107 2401 4567 Ob 9311 S'-10`(70' PRECAST B10 059 1653 1600 2124 2649 3700 1113 2342 4242 An 60 6708 6'-8- (801 PREW 797 901 1025 ti0 5040 7747 360 901 1m25 3120 6040 7915 1 7'-6' (907 PRECAST 669 75! 1430 24S0 JIM 5743 sal 755 1490 2459 3776 7439'-B' t16' PRECAST 411 455 999 136a 2253 31291 3146 526 999 360 22S3 31200 1 S091 1) THE NUMBERS KIIASEEGENERRAL PERCENTOK REDUCTIONS FOR CRADE 40 CORAL NDTES I) obWloh to a• paod ErM • 4IM od re pr4nrd odd •4 4a00 Wrna°J: ew eq f.°Ydobwq1Daatl" wl i '.bir.a sl rotor Wr All IS Give 10D WfluocsiANSUAtoSdWCf0ASIXA ! grab 220 to lobarm N . 9. W Woo b.d an mue.n 4 Tan nwbd boetYg EiLOE9S Sabp4 y bffi 0 bm 411.0 b IIid ippsKeow - It. mlto 3) Hede. M wrbr foe cod bad Wom 4) too safe b podMA bde4`io a. rend I.hdi• I. y. el a no atad rNr. jA ho r-r 17dd r32-19 wb 9 a 6f) q bee . N'/2 a a/ In wWq.. a a4>) • 0601 p1 s) rd edds,aud r aaW llND hMWn ra14o6cxNeWwWYgo40d Ir-r . bow mab r wwaa 0 ddbclbLun isnrcooftslim9".xi a 0.atleu. rLlro s9dy 0 DWI 6744 Taff s sv#ka 7) 0m #7#7;rtol/omy be VA12atl rr to 15 WORM ID bw uyr dn aemiebtl owl naO do us .doaw, aTMWbbshq * 0 armakaua'breddia evened1fhi' m0' d Fem kmgolaud by al. 10) 9A - ad Raw 11) 0dba 6111 sM Iolw 10 to bad.4 d a• b llom N 1%. bw to*. SAFE LATERAL LOADS FOR A" 9RRf`ART.A 2- WPM nfInR 11.1.INTM 1 SAFE LOAD PLF LENGTH TYPE 8RU6 SRF6 RCMU 4'- 4- (52') PRECAST 758 757 1164 4'- 6' (541 PRECAST 694 693 1073 5'- B' (On PRECAST 408 407 655 5'- 10-1(701 PRECAST 382 1 381 616 6'- 8' (80-) PRECAST 595 788 464 7'- r (901 PRECAST 509 674 363 9'- B' (1161 PRECAST 370 490 214 4 SEE GENERAL NOTE 18 II) wd Qi bA ict*- d ar mb is mrYb 13) Ib d.dr work" of rabb lmldd Isaml.r ab MMM wb 0.0 IIo• o m&q d dim .00a to.ane..s %1a ASt e a a" pp(oywt/d 14) IbW W W imgandr r'N o4i6ad=o'rm•9ab1 '4.drort bab "' b dsdd b U• porn -- am boo 404,; lw4.dd boa S 1A Sdavane" be Sdo 0easvbl bd IS) Fo a ff"I J odd Y461. sl oaa.% W Ado to baw tad bm WIN a." 16) fw kW bnJ0o od aw< oL We ba loon awl Wod boys awn. 17) Sab b.e4 40 o.ra4 #.W db bb ba• 1$) Sob lob based w I.6.w1 ouq. odlb Mr FAO 'M wyda. ACI 3Y a) Mawn m crm.woy N: (1y ae.ao IM fald. Ss N0A"°'bar•wre,d 1/ 2' CUE SAFE UPLIFT LOADS FOR 8" PRECAST wl 2" RECESS DOOR U-LINTELS 4- 4094" SAFE LOAD -POUNDS PER LINEAR FOOT TiPE LENGTH BUO- 11 6WO- 21 W 0-f 66r16- 2I 66r14- I A114- 21 6Rr16- 1 MFIG- Wn- f1 W22- 21 071- I 6R F26-21 LV30- 11 W30- 21 4'- 4` (527 PRECAST 00S ta0 232 JOSS 3751 445 5I40 as IUS 2302 3050 3751 4445 51140 4'- 6- (54') PRECAST ea7 M4 n72 29M 3607 42)5 043 007 IM4 2272 20 3007 4275 4943 5'- 8- (6n PRECAST 675 1797 2326 M4 m 3392 3911 075 1269 1 1T07 2326 2054 33a 3911 5'- 10'(701 PRECAST us 1207 1741nd 2221m 2773v Ma6 It 2199 656 1233 1746 6'- B' (B07 PRECAST 570 929 ISM 3m 5M Imo I5J0 3329 7 b` (90') PRECAST 506 742 1364 M22M,U132M2799 20665OS 090 1364 2650 1161 PRECAST 3" 460 as 21a0 395 550 1072 Ml j) THE NLOIBERS IN PARENTHESES ARE PERCENT REDUCIRINS FOR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 TYPE DESIGNATION r . mn 9m1lma m/ u - tmtu 6! 1$ HEfl mz SElfi taaxm n is mm Af 8XM O 000. 64'M m M. MAK 1101"i I L.WMM r o7 F5 Im96lIL taclo J IEtw At mr is REM Al for SEE SAFE LAVA LOAD USL S FOR EOM RA M FOR EAOI AMRrt2AL nu CO RD GIU UIC A F'RODIICTNEN619m 05 PE81R BUb&C*ft1.4bttmllmida WaGR60 Aa poomNo/b-o/Zfi.o3*•. AUK ( 1) AM 1- 1/I' U7Aa cim 411ao is Im Al M= a OrUMCAM oy4j Aa11W S0nm ktwm= 1[ Dd9E0 N AMR a' 1a1104Y ItmOf CIum rROuf= ltnvmw w134. 9+e:1h the )An:G Aterpbsp No / lOplttdionUb/ e •Ol CFUYO PARRNO 4 /6 024CR679 SEFFNER. FL 33504 t1Qoa' Zi• i. _ iS>tilwr;P.7SFiT fYY/cilYl!Ti'FABRICATIONDETAILS L\fo1; F:pr:>si lali 1.L77s [ 1C iIF[.11rL'7ilm E> 1.T:El .Ii:71:trlt9ln; av "01 ® . r. rdlrlr:ra:7 EErr•n: w zr«it I\ fd:IR.i!1><.i:i,Cld vliY/llTi '" L\( N9[N7711:7il;1T1L7111; I:1/iYYi[a t Homes Florida LLC 1018924 ON of Sanford 002127 1Inv. Date I PO / Invoice No. (Community / Lot # (ZQ I Amountl Hold/Ins. I Discounts I Net Payment 1 08/03/17 REVIEW FEE 18 351.77 351.77 L1 Total 351.77 0.00 0.00 351.77 BP200I03 CITY OF SANFORD 8/14/17 Application Inquiry - Fees 14:59:01 0 Application number: 17 00002479 Property . . . . : 4017 NIGHT HERON DR Fee Class/Type/Description Trans amt A AF 01-APPLCTN FEE -BUILDING 25.00 A BR 01-BLDG PLAN REVIEW 327.00 Amt due Struct Permit Insp 25.00 3!t r.-Qe` 3 a, c', "l Credit fees due: . .00 Revenue fees due: 35 0 1 . Total due: 00 Press Enter to continue. F3=Exit Fll=Change view F12=Cancel F10=Amt billed CUSTONERSRECEIPT r** Oper: BLANTOND Type: CC Drawer: 1 Date: 8/14/17 01 Receipt no: 175638 Year Number Amount 2017 2479 4817 NIGHT HERON DR SANFORD, FL 32773 BP BUILDING PERMIT RECEIPTS 351.77 Tender detail CK CHECK Total tendered Total payment Trans date: 8/14/17 2127 $351.77 351.77 351.77 Time: 15:13:11 Bottom TRI-COUNTY TESTING LABORATORIES, INC- 31' South Maier Stpret ' Project No: 7&::ICTL Winter Garden, Florida 34787 order No' Report No: 407-656-9656 REPORT OF INPLACE DENSITY TESTS t t e C(ti'1 <cr'f8 L"+ Proctor: Project: y „ Contra ,1 y) , i i' o v2 5 Speci6catiori: ctor• si Optimum Moisture: r Maxie n n Dry Density: Location: Material: 'fi, , «cti Date Testeda z DeptheP Dry Density Max. Dry Density Ib&MfL Percent of Max. Density Moisture Percent lbs cu.8. 1ti 1 1 t IL N PCP 25.0' m W U a i U 3 OrdI aoc a z ° PCP Ve,,rm\* 4 1-7 WYNDHAM PRESERVE - LOT 186 SPECIFIC PURPOSE SURVEY Nm FORMBOARD) Z a ` m,v_ L+ in ma eo cis tai W in—o 00 V o `o OD t/) a rZ rn WYNDHAM PRESERVE m LOT 186 o a PB 81, PG 93) m 1 LOT 185 I LOT 214 3.0' i N89'43103r'£ 115.00' S 127 3' NORTH BOUNDARY LINE OF LOT iB6 n 37 7' I 50.0 O I V I o PROPOSED I N 1 STORY RESIDENCE c4 4017 NIGHT HERON DRIVE `" LOT 186 AREA = 9 3 MODEL i 6,900 S.F. t OI 1981 OPHELIA LOT 213 1 f° ELEVATION - T 8'0 i t 1.3 GARAGE - LEFT i N HFORMBOARD) to 0 0 I Cd L`7 FFE= 27.6 N \ 00 a Z 25.3' 60.0 29.7' 115.00 S89W10-T"W ass LOT 187 LOT 212 BUICEMI NG LAYOUT NOTE: Contractor and owner are to verify all setbocks, building dimensions, and layout shown hereon prior to any construction. and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. S)-SurveyPRM-Peimanent Ref. Monume Reported PCP-PermanentControlPoint DD())-DescriptionI FP&L-Florida Power h Light P -Plot FFE-Finish Floor Elevation D. -Deed Book Water Meter O.R.-Official Records Book Do -Water Vale P.B.-Plot Book Fire Hydrant Pg.-page AC®-Raclaimed Water Meter Qev.-Elevation ACba-Reclaimed Water Valve Cone. -Concrete Cable Box BP Brick Paver Telephone Box SW -Sidewalk IE1-Electric Box FFE-Finished Floor Elevation Q}:Utility Pole CI -Curb Inlet Guy Pole C71-Grate Top Inlet Light Pole P.U.E.-Public Utility Easement E--GuyAnchor RCP-Reinforeed Cone. Pipe OU--Overhead Utilities PVC _Polyvinyl Chloride m-Storm Sewer Manhole NCS-No Corner Set (Falb In Water) 0-Sanitary Sewer Manhole SF -Square Feet Eiwra -Electric Handhole O.U.E. -Oraina a Utilittyy Easement COO -Clean Out FMGO-MAG NAl &DISK XVDO-Irrigation Control Valve P.K.-Porker Kalon Nail i -Sign SIR -Set 1/2" Iron Rod L87768 wba-Cote Water Valve SPKO-Set P.K. & Disk L87768 Gas Meter FIR -Found 1/2" Iron Rod L87766 11 -Existing Grade FlP-Found 1/2" Iran Pipe L87768 q-Blow-off Vale FPKO-Found P.K. Nail & Disk L87768 -i-Drainage Flow Direction FCM-Found 4"x4' Concrete 1a.a-Pr000sed Oesion Grade Building Setbacks Setbacks: Per construction plans for WrNDHAM PRESERVE', City of Sanford. Seminole County, Florida. Front = 25' Rear - 20' Side - 7.5' SURVEYOR'S NOTES: 1. Current title information an the subject property had not been tumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Reads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Devotions shown hereon are in het and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades ak finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. This Specific Purpose Survey is for the location and elevation of the fonnboards only (THIS IS NOT A BOUNDARY SURvM DEWENSION NOTE: Proposed building dimensions shown hereon are of the exterior. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone "8 DESCRIPTION: LOT 186, according to the plat of "WYNDHAM PRESERVE" thereof as recorded in Plat Book 81, page 93 of the Public Records of Seminole County, Florida This certifies Na4 ee 19'rreofRq hereon described properlyf was mode un ei meets the Standards Of Practice e2 1y ( 13 rd of Professional Surveyors ICtA Pd°Cfi2l tej1) Florida Administrative 555 Winderiey Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 code. -'Dug on .Ot7'GFlorida Statutes. Licensed Business No. LB 7768 GeoPoint Surveying, Inc. l6mes ;EST rSafrvt yD ..' LS6915FLORIDAPROFESSId1iQ411RVEYOk !k 1MPPER N0. ............._... Drown: MTP Checked: JDL P.C.: Data File:&FaonEmt-Pam Date: 10/23/17 Owg:gdmnfma-aalaE6 Order No.: ^ NOT VALID WRHOUT THE SIGNATURE AND THE ORIGINAL SEC. 17 - TWN. 20 S. - RNG. 31 E 1 Field Sk. — USED SEAL OF A FLORIDA ENSED SURVEYOR AND MAPPER CITY OF SANF BUILDING & FIRE PREVEN PERMIT APPLICA' Application No: Documented Construction Value: S 2-4 3-4 el 2 5 Job Address: (4017 H-e.2n J-Dr Historic District: Yes No Parcel ID: Residential a Commercial Type of Work: New 13 Addition Alteration Repair Demo Change of Use Move Description of Work: b IP// 1CI tW 6 r--(2 - c..t t QF e Lcs• (e'tp Plan Review Contact Person: Phone: Name Street: Fax: Email: C V-(t: Property Owner Information Phone: Resident of property?: City, State Zip: Contractor Information Name I? -Z . Li r- 4 tI uuw031111 Phone: -1L--- % Street: q -i 0! 12d. Fax: L1 o -4- Z < City, State Zip: Or(cxn o , q— 3)-Y24 State License No.: Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: 3- o2, v 3 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y UR 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 OBT kIN 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. 1 certify that no work or installatior 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51b Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application OTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities such as w2 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 requh ed 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 valite, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature of Contractor/Agent Date Print Contractor/Agent's Name PAT SUSI MY CO MISSION I FF 120904 EXPIRES: August 25, 2018 140M Ttru NoUrf Putt UM&WI'.ers Date Owner/Agent is Personally Known to Me or Contractor/Agent is 4/ Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30. 2015 Permit Application 9507 State Road 52 123 Miller Road 9701 Bachman Road Established 1973 Hudson, FL 34669 Valdco, FL 33594 -. Orlando, FL 32824 www.RJKlaity.com6001 727-863-5486 813.661.0707 407-655-206 State License fi CF-0O2 42 R.J. KiELTY Page:1O 1 Proposal No: 717-13526 PLUMBING • HEATING • COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Odyssey - 1412 Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete In accordance with specifications below for the Sum of: $5,925.00 Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. Any alteration or deviatio from specifications below involving extra costs executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, ac s or dela beyond our control. Owner to carry fire omado, and other necessary Insurance. Our workers are covered by worker's compensatio ' surance. r - fully AUTHORIZED SIGNATUR THIS PROPOSAL MMAAY"')BE WITHDRAy)IN IF NOT ACCEPTED IN 30 D YS. We hereby submit specifications a ales for. Master Bath 1 Shower Sterling Accord 60x34 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 While Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet 2nd Beth 1 Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TLi83 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfiliing Included For Sewer & Water Only (Slab Backfilling By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot 40' Water Allowance; Additional $3 per toot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made a outlined above. I agree to pay reasonable allomey s fees court costs in the event of legal action. A monthly service charge of 1 1/2% will be added after 3 days. Any sewer taps deeper than 4 1 /2 feet or requires backhoe or dewatering will be an extra charge. SIGNED:., y6, 1 .VLLI Y r l Qan Q" DATE OF ACCEPTANCE & PAGE 2: Branch: Hudson Last Edit By: Last Edit Date: 7/27/2017 7 4. DESCRIPTION AS FURNISHED: Lot 156, WY/4/OHAM PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 180 II1 100' - w 00 LOT 155 O C 5.00' - P.C. 30.12'------------- i\ LOT 170 LOT 176 I N 89'40 51 " E ' 40.00' ----- LOT 156 20.00' 20.00' 3.00 FORM80ARD FOUNDATON TOF- TOP OF FORM W FORM AVERAGE-".23' L o Qj O o o" rn 1 25.00' 25.00' ESNs. 8.8.) N 89.40'51 " E 40.00' 5.00' r LOT 137 AS FURNISHED, L6FRONTSETBACKSFRONT - 23'(•) 16 REAR - 20' WAXMG WAY SIDE - 5' (40' LOT) 50' PRIVATE ROAD) 7.3' (60' LOT) to' (75' LOT) SIDE STREET - 25' (60' & 75' LOT) 15' (40' LOT) 25' FRONT SMACK CAN 8E REDUCED TO 20' ON CERrAW LOTS. NO MORE MAN 2)'IN SUCCESSION AT 29Y AND A MNWUM PLOT PLAN AREA CALCULATIONS OF (2) 1N SUCCESSION AT 25' TDTAL LOT AREA 4.400 t SOUARE FEET PROPOSED - FNSNED SPOT GRADE ELEVA77ONS FLATWORK ON/OFF LOT - TOTAL A SOLIARE FEET FLATWORK . . PER DRAINAGE PLANS DRIVE PROPOSED DRAINAGE FLOW S WALKS 400/ 110- 310 t SOWRf FEET40/ 200- 240 t SOUARE FEET FOUNDATION/PAD' 1,740 t SOUARE FEET REAR PATIO 103 t SOWE FEET LOT GRADING TYPE A SOD 034 130 - 2.164 t SOUARE FEET FROL PORCH DECK 72 t SOUARE FEET POOL DECK N/A t SOUARE FEET PROPOSED F.F. PER PLANS - 2Y.2' wOTC FROF? S/DLWAtA( AND STMET LOGTKM LYfEN FROM PLANS PAOwOEO 6r WENT • a0r F1a0 K/f0fm0) - CRUSEjVff=R—SCOTT & ASSOC., INC. — LAND SURVEYORS. umm 5400 E. COLONIAL DR. ORLANDO. FL. 32807 ( 407) -277-32J2 FAX 407) -658-1436 rmi "PP. : rn'e.O1'0t LLo.& . "M P D PPt4At. • 00MMOr v CMM ox"ntLL • m, AO9 • POMt ? m.ON OI'AMIc worm 1. I11E UNION W OM .O M COr1tY I1N 0e S1AMr MMM INC St1MtINOS OF PM = MIT OWN Or Alt n.0161 OW" Or ft" CN • COaRtt tat1011 Mt • AAOIN. UM LO • Vr M PIPLt an AR. • al-..K PnOrC=O VAVW C AND M PPM r C K"M !A•IF A&M AOIae/1 AMC MM PNBPA'r N YCIOM •r}e7, AIOeII trANO IOQf atRtim tI1N ARK10R'f D041IIIAt MO aCWML AA® QAL 11e tUtlEr 4YP a .IIK NOI MIII Q . / P VP. • tlTtYSt NaR IIL • P®tr or tcm9 etLG . CALC"TIM PA.t. . P®Ir W Co.M.0 1O11 PAN • Pa01NOtt R/IR .011.elf S Ale a411tr W PIMI® /SOY me t4/mmnw RAINIMM M INC XafteM. now wr K AOINCtpa OR CASLYOOS IW AIIIFf Ile PIOPEIIW P. PO 04M. AIM MAANb 7 wIt Am IAww mm ano"Ii Ogwt L06MOM= SMA C S Ott aANEY a PROWM fM IIK $ E SOIOR W DOW DOWN 10 AND &M" AW K AO,m ~ Or AW ON@ VARY. uM : O[NVR[a't"P` tat. . "Mon Y - rat AW24 t arwsm now /DA nR loom. or taROWN&M AM M C.atAD Azar At um M A6r61AVCr 40MIDIRr L"M 7 IMAM = ARC 4em AMMM 047M ANO ON IM Ua RMN At Ma WARM (as) Ma : N a.re . tNlal •aa Ipft v[rc . vtm rant a C.MlMn s Raw Mc am ON 1fmmol fI WW VW" O1Iw OF tm Wamf and"I t MIM btgrGR OI M nORIAIM W 4AM uA • L N SC:YE t t' - 2p' -w ORUT4 fn ar v. P.C. • 1OAtt T It. . r®ft a rMt®er COt11F1ta Bt: a1r OAOIOt M. M'"Ott' : °w tlO°' PLOT PLAN 09-21-2017 4020-17 o : r : FQfN80ARD FOUNMOON/EEM 11-29-17 304-17 t •eom M • CHM KAMM NOR7N fts vAD0M%A WM DOES NW UE FTM INE ESTARANE0 100 WA& FIORD PLANE AS PER 7" W R1.3 L Sol4714 ZONE (• M4P 1 121/7cv= F (09-28-07) UNIVERSAL yy ES Preect : o: 0110.1 00817.0000 NJENGINEERING SCIENCES Report Date: 12/13/2017 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration / ? - 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 • F: 407.423.3106 In -Place Density Test Report Client: Park Square Homes UES Technician: Albert Jacome 5200 Vineland Road, Suite 200 L' T Orlando, FL 32811 / nRate Tested: 12/13/2017 Project: Wyndham Preserve, House Lot Testing East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: residential house pad Lot# 155 Material: Native Reference Datum: 0 = Bottom of Foundation Footing Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density pcf) ptimum Moisture 1%1 Field Dry Density pcf) Field Moisture 1%) Soil Compaction 1 Native Depth inch) Pass or Fail 6 Footing east of pad 0-1 ft 106.8 10.6 103.2 7.9 97 N/A Pas: 7 Footing north of pad 1-2 ft 106.8 10.6 104.6 8.3 98 N/A Pas: 8 Footing west of pad 1-2 ft 106.8 10.6 104.0 7.8 97 N/A Pas: 9 Southwest comer of pad 1-2 ft 106.8 10.6 105.2 9.5 99 N/A Pas: 10 Southwest comer of pad 2-3 ft 106.8 10.6 106.4 10.5 100 N/A Pas: Remarks: 2485 Waxwing way T n. Mki;M. n —.4/ 1 n•wMM:nn {n 0 _6: 0nIAnO..l.l:.. n 4 n.•.w fA ell --,#. n n•.A.w:IM.1 n.. ....nFilnnl:n/ n...nn.h• ni n."nl nMn n 4 n../Mn•i nl:nn ENVIRONMENTS FORQM1 D,q° 14 - n -Gw lq SITE 10: 352YY1 LOT:1b BLOCK HOUSE 4017 STREET: NIOHTT HERON OR CITY: SANFORO STATE FL DP: 32T71 COUNTY: SEMINOLE ACCOUNT! YMSTAFL BUILDER: STARLIGHT HOMER SUBDMSION: VWNDHAM PRESERVE COMMUNITY: WA PLAN: HOP 101I 2017 PROGRAM: HERB TESTER: ENVIRONMENTS FOR WINO PROGRAM IECC: 2000 CLIMATE ZONE PROPERTY OvmER PROPERTY ADDRESS: FL. SANFORD TEST: BLOVWR DOOR RESULT: PAN TESTER: Oases Ravefle DATE: 0123201E TEST NAME CORRECTION NEEDED ounce R VERIFIED RATER VERIFBED WA S.1 Atbe Access Panal asketed and insulated) x 5.2 Attic dm Stair ((ugy gaskowd and insulated x 5.e Reussed L1 FuMoras (ICAT labeled and sealed to d x 5 S Wfole-house Fan insulated gaskaud to tM opening x 7.3 Fresh air ventilawn installed pot pmerams u I I x Bbtw Oor BO To 1 60 Addtl Room Prosatda Taal BUILDING ORIENTATION PROGRAM VOLUME CODE VOLUME PROGRAM SHELL CODE SHELL MO. Fn 270') WA 15,153 0 0 PROGRAM CFM50 CODE CFM50 PROGRAM ACH50 CODE ACH50 PROGRAM of Shed CODE dfaw 0 2.158 7 1,157 3.55 Matt• Mal Bdnn 0 Bdrm 2 0 Bdmn 3 0 Bdrm 5 0 Rm 1 o Rm 3 0 1 Ofw1 1 0 Bdrm 4 0 Rm 2 0 Go ofelemm EmW strGuallad 7 am- 7 60 at Of Herd*M Ugft Mud Bf CFL Or LED Lev Fbw fattbfw, TWala ftr.? PmWamnobb ThwwoeW x CarObd Oman PmWsm Lowel ROQLdw VbM Inspection Madmical sydwn barn Looabn MfnlAebrfrmow mom@I Madill f2 ModMA Ma"04 SYSTEM I WATER HEATER GARAGE AO SMITH ENT 50 1111 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM a WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR UNI OUTSIDE CARRIER CH14NB030 SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AMUP(HEAT PUM INTERIOR CARRIER F84CHP030 SYSTEM 2 FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP) SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AMU (HEAT PUMP) SYSTEM a FURNACE SYSTEM a HVAC OUTDOOR UNIT SYSTEM a HVAC INDOOR COIL SYSTEM a HVAC AMU (HEAT PUMP BUILDING SPECIFICATIONS BUILDING CNARACTERISTM AS DESIGN -VALUES AS BUILT - VALUES COMMMENT f OF BEDROOMS (REM) NA NA CEILING FIAT REM NA NA e SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA NA EXPOSED FLOOR (REM) NA NA ABOVE GRADE WALLS REM NA NA DUCT SUPPLY R-VALUE REM NA NA DUCT RETURN R-VALUE REM NA NA PROGRAMMABLE THERMOSTATS (PRIF) YES WATER HEATER TYPE (PRIF) WATER HEATER FUEL TYPE PRIF TEST: BLOWER DOOR RESULT: PASS TESTER: OM ROrtla DATE: 01=1*1118 RuanlNn ftPMslMATleNR BNLDINOCHARACTERISTICS ASDESIGN -VALUES ASBUILT -VALUES OOMMMENT WATER HEATER SIZE. EFFICIENCY a LOCATION PRIF) INFILTRATION HOUSE LKG) ACH REM NA Htq, 3./S CIO: 3.85 ACH Q 50 Paaala FRESH AIR VENTILATION TYPE (PRIF) AIR CYCLER VENTILATION FAN MANUFACTURER (REM) NA NA VENTILATION FAN MODEL / (REM) NA NA VENTILATION FLOW REQUIRED (REM) NA NA VENTILATION EQUIP. RATED CFM (REM) NA NA VENTILATION / OF FANS (REM) NA NA VENTILATION TIME • MRSIDAY SPECIFIED REM NA NA VENTILATION TIME SET BY NVAC CONTRACTOR MINUTES PER HOUR(PRIF) FRESH AIR VENTILATION FAN WATTS (REM) NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPECS(PRIF) INTERIOR % Of CFUS(PRIF) DISHWASHER(PRIF) REFRIGERATOR PRIF FOUNDATION TYPE ( PRIF) SLAB TYPE ( PRIF) SLAB AREA ( PRIF) SLAB DEPTH ( PRIF) SLAB FULL PERIMETER (PRIF) SLAB GRADE ( PRIF) FLOW RING ( PRIF) HEATING(REM) NA NA COOLING (REM) NA NA AIR -SOURCE HP (REM) NA NA WATER HEATING ( REM) NA NA TEST: DUCT BLASTER RESULT: PASS TESTER: DM ROra0a DATE: 01r27 MS TOTAL CONDITIONED FLOOR AREA 1 0 1.9/1 WA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET 0.00% t2.00% SYSTEM 1 SO FT. SERVED (CFA) 0 1.981 POST CONSTRUCTION SYSTEM I DUCT LEAKAGE TO OUTSIDE 0 15/ SYSTEM I DUCT LEAKAGE TO OUTSIDE 71 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE InRnAy% 3.5/% CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM I TOTAL DUCT LEAKAGE 0 238 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM TOTAL DUCT LEAKAGE (% OF NaN% 0.00% CFM25) TARGET (CFM25) ACTUAL CFAI ACTUAL SYSTEM 2 SO FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET ( CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE 0 0 SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2TOTAL OUCILEAKAGE (%OF CFM25) TARGET (CFM25) ACTUAL CFN ACTUAL SYSTEM 3 SO FT. SERVED (CFA) 0 0 SYSTEM 7 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 5 DUCT LEAKAGE TO OUTSIDE SYSTEM S DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM S TOTAL DUCT LEAKAGE 0 0 SYSTEM S TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET (CFWM ACTUAL CFAI ACTUAL SYSTEM 4 SO FT. SEINED (CFA) 0 0 SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 0 ( CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE 0 0 SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET (CfY2', ACTUAL CFA) ACTUAL TEST: DUCT BLASTER RESULT: PASS TESTER: OM RMM DATE: 01MMIS 0"11 min nown-Mr-um s BUNGaCNARA TERIB_TICB 180EBION;VAWEB L O OYYYEN{ REM) B 38/ 8BUT-VAB 0OUCiLAGEOOOUTSIOECF,M251 CF,A x TOTAL OUCT LEAKAGE (REM) NA fi12'CF M25l,CFA FLOW RING PRI FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 4017 Night Heron Dr Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Envelope Leakage Test Results Regression Data: C: n: R: Sinnin nr Multi Pninf TAsf rinfa HOUSE PRESSURE FLOW: 1 50 Pa 1187 cfm 2 0Pa 0dm 3 0Pa 0drn 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm Leakage Characteristics CFM(50): 1187 ELA: 65 EgLA: 154 ACH: 3.85 ACH(50): 3.85 SLA: 03 R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open: 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. OpdaUy signed by Dave Reveee Date. 2018 01.23 11.02.39 EST 1090pbudd N=Dave Roveue. O.Topiludd r1j)ome Servaes. OU. t fJWjµ,a({rMAILAOORESSdave.ravelWRaterOfRecord: cwn, c.us Printed Name: Dave Revelle RESNET #. 4311088 Date: 01 /23/2018 Where required by the code official, testing shall be conducted by an approved third oi-WE Sro, party. A written report of the results of the test shall be signed by the third party ti conducting the test and provided to the 4t1 d `pcodeofficial. a G c a ticoo WE Building Official: Date: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 362991EFL FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 4017 Night Heron Dr Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Duct Test Time: Post Construction rL 1cf I aakana Tact Rac1 dfe CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 71 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Dud System Sum lines 1-4 71 Leakage Divide by 1981 Total Cono donee Floor Area) 0.0358 (On,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. Ootally sgned by Oave Reveae Oats, 2016.01.23 11.02.59 EST CN=Oave R8v008, O=Top8urld Horne Sorvrcas, OU, EMAIEMAILAOORESS davo.revo0o Rater Of Record: 0100udd eom. C-US Printed Name: Dave Revelle RESNET * 4311088 Date: 01 /23/2018 Duct tightness shall be venfied by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. Building Official: Date: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 362991EFL ZTopBuild- TopBuild Home Services, Inc. — Performance Testing Certification TopBuild Home Services, Inc. has conducted BPI and/or RESNET/HERS testing on the following property. The information and results are outlined below. (Note: This document does not certify compliance with the entirety of the 2009 IECC. It certifies the results of the performance testing only). Builder. Starlight Homes Subdivision: Wyndham Preserve Property Owner: Total Conditioned Floor Area: 1.981 ft 2 Permit Date/No.: Conditioned Volume: 18,483 ft 3 ECC Version: 2009 Property Address: 4017 Night Heron Dr, Sanford, FL 32771 Testing Performed 2009 IECC (Sec. 402.4.2.1 — Testing Air Leakage) Blower Door Test 01/2312018 Measured Air Leakage: 1187 CFM @50Pa Result: PASS Air Infiltration: 3.85 Confirmed ACH ACH 50 Targets 7 2009 IECC (Sec. 403.2.2 — Testing Duct Leakage) Duct Blaster Test System 1 Duct Leakage: N/A Confirmed Leakage: 0.00% Phase Post Construction System 2 Duct Leakage: N/A Confirmed Leakage: N/A Phase N/A System 3 Duct Leakage: N/A Confirmed Leakage: N/A Phase N/A Digitally signed by Dave Revelle Date. 2018.01.23 11:02:52 EST Rater Of Record: (l cN=Dave ices. Revelle.o=rope d LLd..J Home SeMces, OU. 01/23/2018 ®od pbuicom,C USe.revelle 0112312018 Result: N/A DL % Targets 12.00% CFA: 1,981 ft2 Result: N/A DL % Target s N/A N/ A Result: N/A DL % Target 5 N/A N/ A RESNET if• 4311088 BPI Certification #: N/A Thank you for allowing TopBuild Home Services. Inc the opportunity to provide the above services for you. Please feel free to contact me vnth any questions Sincerely, Dave Revelle Cell: ( 386) 681-7452 dave. revelleQtopbuild.com {y MOtfiTO' AQa O fr 475 N Williamson Blvd. Daytona Beech, Fl. 32114 (866) 912.7233 NO.R1 1i8-08 TNs tWm was genwvW flom EFL Propd Mane , prop" of Topaurrd Home ServkiK bw 9 O C CORATIO~ tEFI PCP d M 25. S 89'43 I mo_ U UN Z d /• U r- FBI Q 3 t- oaio In wn n o pl Cr Z v U PCP FINAL BOUNDARY SURVEY WYNDHAM PRESERVE - LOT 186 v6lrcv k W rl - 04- n WYNDHAM PRESERVE LOT 186 PB 81, PG 93) I 1 LOT 185 NORTH BOUNDARY LOT 214 h' h 1 00' 12.8 l LINE OF LOT 186 ti /_41.00' I N89'43'03"E SIR 03' CO 127.3' CO t` 6 sO ® 37.7'- 14 i Q O CONCRETE as '; o h DRIVEWAY N 1 STORY N W M. RESIDENCE N LOT 186 I , a. .. 0 9 3 AREA = z O 4017 NIGHT HERON 6,900 S.F. ± O l COVERED n DRIB LOT 213 PORCH 8.0 y F ICONC WALK 11.3 z FFE= 28.13' N v, O 0 O I A/C O Z w P5.3' 60.0 PAD 29.7' O in 1 1 i n n S/R S s2 115.00' S89'43'030W 264 s 14 9@D' 1 LOT 187 I LOT 212 BUUMING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. rcr —ruui r-qul gent LEGEND:ADUSSD-Access Droina a Utilities SidewalkLB -Licensed usiness / 9 / / BFP-Backflow Preventer Sight Distance Easement S -Survey PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L-Florida Power & Light P -Plat FFE -Finish Floor Elevation D. . -Deed Book Water Meter O.R.-Official Records Book D4-Water Valve P.B. -Plat Book f-Fire Hydrant Pg.-Page RCM -Reclaimed Water Meter Elev.-Elevation RCD4-Reclaimed Water Valve Conc. -Concrete Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk ID -Electric Box FFE -Finished Floor Elevation O—Utility Pole CI -Curb Inlet Guy Pole GTI-Grate Top Inlet Light Pole P.U.E.-Public Utility Easement E--Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS -No Comer Set (Falls in Water) m -Sanitary Sewer Manhole SF -Square Feet ENHo -Electric Handhole D.U.E.-Drainage/Utility Easement Coo -Clean Out FMGD-MAG NAIL &DISK XVX-Irrigation Control Valve P.K.-Parker Kolon Nail I -Sign SIR -Set 1/2' Iron Rod L87768 WD4-Gate Water Valve SPKD-Set P.K. & Disk LB7768 Gas Meter FIR -Found 1/2" Iron Rod LB7768 NA-Existing Grade FIP -Found 1/2" Iron Pipe LB7768 a -Blow-off Valve FPKD-Found P.K. Nail & Disk LB7768 Drainage Flow Direction FCM -Found 4"x4' Concrete Proposed Design Grade onument PRM L87778 As-Built/Existing Gradfl NoMte: Some items in above leaen may not be aoalicablet Description I Date I Dwn.ICk'd I P.C.IOrder No. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights -of -way, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), Utilities. etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1' a 20'. 7. All boundary line dimensions - are field measured unless otherwise noted. Last Date of Field This certifies that a survey of the hereon described property was made under my supervision and meets the Standards of Practice set forth by the Florida Board of Professional Surveyors & Mappers in Chapter 5j•-17, Florida Administrative code, pursuant to Section 472.027, Florida Statutes. DEMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone "X" DESCRIPTION: LOT 186, according to the plat of "WYNDHAM PRESERVE" thereof as recorded in Plat Book 81, page 93 of the Public Records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. s D. Leviner LS6915PROFESSIONALSURVEYOR &MAPPER NO. .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Drawn: MTP I Checked: JDL I P.C.: JData File:lldmaost-Pkd Date: 1 /27/ 18 Dwg: &WonEmt-Lot186 I Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. I Feld Bk: --